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Home My WebLink AboutCentral Park or GENERAL NOTES ABBREVIATIONS FIRE DEPARTMENT NOTES STANDARD SYMBOLS PROJECT DIRECTORY DRAWING INDEX CENTRAL i PLUMBING LANDSg,�� T PO.1 SCHEDULES, LEGEND, NOTES TS-1 TITLE SHEET 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING CODE AND ALL OTHER A.F�F. ABOVE FINISH FLOOR 1. BEFORE LUMBER IS DROPPED RCFPD MUST APPROVE THE FIRE COLUMN LINE OR NOTES APPLICABLE CODES AS ADOPTED BY LOCAL CITY ANDCOUNTY ORDINANCES, ALUM. ALUMINUM PO.2 PLUMBING SCHEDULES TS-2 TITLE SHEET GRID LINE, AO,3 HANDICAP NOTES ACCESS ROAD AND THE WATER SUPPLY. CONTACT THE FIRE @ AT RJM DESIGN GROUP FP-1 FIRE ACCESS PLAN P2.1 PLUMBING FLOOR PLAN SAFETY DIVISION WHEN THE PROJECT IS READY FOR INSPECTION AO.4 HANDICAP NOTES 1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCEMENT OF BD. BOARD 31591 CAMINO CAPISTRANO P3.1 PLUMBING ROOF PLAN FP-2 FIRE PLAN DETAILS MATCH LINE SHADED PORTION AO.5 TYPICAL HANDICAP DETAILS P4.1 ENLARGED PLUMBING PLANS CONSTRUCTION, ANY DISCREPANCIES ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE BLDG. BUILDING Ll 1 CONSTRUCTION PLAN SAN JUAN CAPISTRANO, CA 92675 AO.6 SITE PLAN / BUILDING EXIT PLAN BOT. BOTTOM 2 THE ACCESS GATE MUST OPEN AT THE SPEED OF I FOOT PER IS THE SIDE CONSIDERED, P4.2 ENLARGED PLUMBING PLANS L1.2 CONSTRUCTION PLAN OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE JOB. DO NOT SCALE THE DRAWINGS. AO.7 BUILDING EXIT FLOOR PLAN CAB. CABINET (949) 493-2600 P4.3 LARGE SCALE PLUMBING PLANS SECOND, THE ELECTRIC GATES MUST BE PROVIDED W/A KNOX L1.3 CONSTRUCTION PLAN 3. NO SHEAR OR BEARING WALLS ARE TO BE REMOVED WITHOUT PROPER CALCULATIONS. CLG� CEILING OVERRIDE SWITCH A TRAFFIC LOOP ON THE INSIDE OF THE GATE (949) 493-2690 FAX AO.8 BUILDING AREA SEPARATION WALL PLAN P6.1 PLUMBING DETAILS L1.4 CONSTRUCTION PLAN 11 L C. CENTERLINE A1.0 OVERALL SITE.PLAN P6.2 PLUMBING DETAILS CLR. CLEAR WILL BE PERMITTED. 2 DETAIL IDENTIFICATION A2.0 OVERALL FLOOR PLAN L1.5 CONSTRUCTION PLAN A01 SHEET WHERE DETAILS DRAWN Ll.6 CONSTRUCTION PLAN 4. CONTRACTOR TO PROVIDE ALL ELECTRICAL OR GAS HOOK UPS FOR WATER HEATERS, HVAC AND COL. COLUMN ARCHITECT A2.1 ENLARGED PARTIAL FLOOR PLAN ELECTRICAL Ll�7 CONSTRUCTION PLAN APPLIANCES SUPPLIED BY OWNER OR AS SPECIFIED IN THE DRAWINGS. CONIC. CONCRETE A2.2 ENLARGED PARTIAL FLOOR PLAN SEO.1 FIXTURE SCHEDULE SYMBOL LIST& DETAILS 1 ALL COMBUSTIBLE CONCEALED AREAS OF THE BUILDING MUST BE L1.8 CONSTRUCTION PLAN CONT. CONTINUOUS A2.3 ENLARGED PARTIAL FLOOR PLAN SE1.1 PANEL SCHEDULES & DETAILS 5. CONTR. CONTRACTOR FIRE SPRINKLERED IN ACCORDANCE W/ NFPA 13, 1999 EDITION ROBERT R. COFFEE, ARCHITECT +ASSOCIATES A2.4 ENLARGED PARTIAL FLOOR PLAN Ll.9 CONSTRUCTION PLAN P A R K ALL BUILT IN PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR SE2.0 SITE PLAN SECTION IDENTIFICATION L1.10 CONSTRUCTION PLAN DED. DEDICATED 3111 SECOND AVENUE SUITE 3 A2.5 OVERALL ROOF PLAN TO SUPPLY ALL NECESSARY INFORMATION FOR CUT OUTS TO BE PERFORMED BY CABINET SE2.1 SITE PHOTOMETRIC CONTRACTOR. DET. DETAIL 4. OCCUPANTS MUST VISUALIZE 2 EXITS SIGNS IN OPPOSITE DIRECTIONS SHEET WHERE DETAILS DRAWN CORONA DEL MAR, CA 92625 A2.6 ENLARGED ROOF PLAN SE10 PARTIAL SITE PLAN LI.1 I CONSTRUCTION PLAN RANCHO CUCAMONGA D.F. DRINKING FOUNTAIN A2.7 OVERALL FINISH FLOOR PLAN EO.1 GENERAL NOTES & SYMBOLS LIST L2.1 CONSTRUCTION DETAILS (949) 760-8668 IN ALL COMMON AREAS, THE MAX. DISTANCE TO AN EXIT SIGN IS DIA. DIAMETER L12 CONSTRUCTION NOTES 6. ALL FINISHES, MATERIALS, HARDWARE, FIXTURES OR OTHER FINISH ITEMS SHALL BE SUBMITTED BY A2.8 ENLARGED PARTIAL FINISH FLOOR PLAN (949) 759-9381 FAX EO.2 FIXTURE SCHEDULE &TITLE 24 CALCULATIONS DIAG. DIAGONAL 100'. PLEASE USE DIRECTIONAL SIGNS OR DOUBLE FACE SIGNS AS L3.1 IRRIGATION PLAN A2.9 ENLARGED PARTIAL FINISH FLOOR PLAN PRODUCT OR CUT SHEET TO THE OWNER'S REPRESENTATIVE FOR APPROVALS PRIOR TO ORDER. BOB COFFEE EO.3 SINGLE LINE DIAGRAM DIM. DIMENSION REQUIRED. INTERIOR ELEVATION NUMBER L3.2 IRRIGATION PLAN A2.1 0 ENLARGED PARTIAL FINISH FLOOR PLAN DN. DOWN SHEET NUMBER REGGIE WILSON EO.4 PANEL SCHEDULES L3.3 IRRIGATION PLAN 7. N,I.C. (NOT IN CONTRACTOR) TO BE PROVIDED AND/OR INSTALLED AT TENANTS EXPENSE. EXTRA A2.11 ENLARGED PARTIAL FINISH FLOOR PLAN EO.5 ENLARGED PLANS DWG. DRAWING 11 L3.4 IRRIGATION PLAN A3.0 OVERALL EXTERIOR ELEVATIONS 1116 WORK SHALL BE APPROVED BY TENANT PRIOR TO CONSTRUCTION. EO.6 ENLARGED ELECTRICAL ROOM PLANS L3.5 IRRIGATION PLAN WR. DRAWER 5. THE INSPECTOR MAY REQUIRE ADDITIONAL EXIT SIGNS AT THE TIME All PARTIAL EXTERIOR ELEVATIONS 1/811 D EA. EACH STRUCTURAL ENGINEER EO.7 LIGHTING CONTROL DIAGRAM L3.6 IRRIGATION PLAN OF FINAL INSPECTION. PAINT COLOR A3.2 PARTIAL EXTERIOR ELEVATIONS 1/811 8. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING ELECT. ELECTRICAL EO.8 LIGHTING CONTROL DIAGRAM 1-17 IRRIGATION PLAN - BASE SHIMAJI & LASCOLA A3.3 PARTIAL EXTERIOR ELEVATIONS 1/8 PERMITS. EQ. EQUAL EO.9 LIGHTING CONTROL DIAGRAM L3,8 IRRIGATION PLAN A4.1 PARTIAL BUILDING SECTIONS 23682 BIRTCHER DRIVE Ell PARTIAL LIGHTING PLAN EXT� EXTERIOR 6. THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL 1-19 IRRIGATION PLAN A4�2 PARTIAL BUILDING SECTIONS 'TO 87 EXIST'G. EXISTING 9. ANY DECORATION USED SHALL BE NON COMBUSTIBLE OR SHALL BE FLAME PROOFED IN AN LAKE FOREST, CA 92630-1603 E1.2 PARTIAL LIGHTING PLAN L3.1 0 IRRIGATION PLAN F.D. FLOOR DRAIN AND / OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT F ROOM NUMBER A4.3 PARTIAL BUILDING SECTIONS APPROVED MANNER. E1.3 PARTIAL LIGHTING PLAN L3,11 IRRIGATION PLAN RJM DESIGN ROUP ALL DUCT SMOKE DETECTORS MUST ALSO BE MONITORED BY THE (949) 770-9967 A4A PARTIAL BUILDING SECTIONS F.E.C. FIRE EXTINGUISHER CABINET ALARM. ElA PARTIAL LIGHTING PLAN L3.12 IRRIGATION LEGEND F.H.C. FIRE HOSE CABINET (949) 770-9542 FAX A4.5 PARTIAL BUILDING SECTIONS 31591 CAMINO CAPISTRANO 10� FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED BUT IN NO CASE SHALL E2.1 PARTIAL POWER AND SIGNAL PLAN L3.1 3 IRRIGATION WATER CALCULATIONS SAN JUAN CAPISTRANO, CA 92675 A4.6 PARTIAL BUILDING SECTIONS FIN. FINISH WINDOW NUMBER RON SHIMAJI E2.2 PARTIAL POWER AND SIGNAL PLAN THE LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT THE FLOOR LEVEL IN ALL EXIT CORRIDORS C�) 1-41 IRRIGATION DETAILS 949-493-2600 FAX 949-493-2690 FIXT. FIXTURE A4.7 WALL SECTIONS 7. THE BUILDING IS REQUIRED TO HAVE AN AUTOMATIC FIRE SPRINKLER E2.3 PARTIAL POWER AND SIGNAL PLAN L4.2 IRRIGATION DETAILS WWW.RJMDESIGNGROUP.COM AND STAIR SHAFTS. FLOUR, FLUORESCENT A4.8 WALL SECTIONS E2.4 PARTIAL POWER AND SIGNAL PLAN L5,1 SHRUB PLANTING PLAN F.O.C. FACE OF COLUMN SYSTEM INSTALLED,AND THAT THE AFS MUST BE SUPERVISED BY A UL A4.9 WALL SECTIONS Ell ROOF PLAN CONSULTANT: 11. 44" MINIMUM CLEAR AISLES ARE REQUIRED FOR EXIT PASSAGE. F.O.S. FACE OF STUD OR FM CENTRAL STATION SYSTEM. A SEPARATE PLAN CHECK DOOR NUMBER MECHANICAL/ PLUMBING ENGINEER A4.1 0 WALL SECTIONS L5.2 SHRUB PLANTING PLAN F.O.W. FACE OF WALL A4.11 WALL SECTIONS L5.3 SHRUB PLANTING PLAN SUBMITTAL IS REQUIRED FOR BOTH THE AUTOMATIC FIRE SPRINKLER AUDIO VISUAL 12. ALL INSULATION SHALL BE NON COMBUSTIBLE. F.S� FLOOR SINK KMA CONSULTING ENGINEERS A4.12 WALL SECTIONS L5A SHRUB PLANTING PLAN SYSTEM AND THE FIRE ALARM SYSTEM, FURR. FURRING 125 EAST BAKER STREET, SUITE 260 A4.13 I HOUR WALL SECTIONS AV-1 MAIN EVENT ROOM 101 A, B & C L5.5 SHRUB PLANTING PLAN KEYNOTE NUMBER FURN. FURNISH(ED) FURNITURE Efl COSTA MESA, CA 92626 A5.0 OVERALL REFLECTED CEILING PLAN AV-lA ELECTRICAL PLAN - MAIN EVENT ROOM 101 A, B & C L5.6 SHRUB PLANTING PLAN 13. ANY DECORATIONS (INCLUDING CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) USED SHALL BE NON GA. GAUGE A5.1 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-2 MAIN EVENT ROOM 169 A & B L5.7 SHRUB PLANTING PLAN COMBUSTIBLE OR FLAME PROOFED IN AN APPROVED MANNER. 8. ROOMS THAT ARE BEING USED FOR ASSEMBLY PURPOSES THAT A (714) 662-7355 GL. GLASS A5�2 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-2A ELECTRICAL SCHEDULE MAIN EVENT RM 169 A & B L5�8 SHRUB PLANTING PLAN MAXIMUM OCCUPANT LOAD SIGN MUST BE POSTED, IF THE SQUARE REVISION CLOUD GYP.BD. GYPSUM BOARD (714) 662-7328 FAX A5.3 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-3 MEETING RM 114 L53 SHRUB PLANTING PLAN 14. ALL INTERIOR WALL AND PARTITIONS SHALL BE DESIGNED AND CONSTUCTED TO RESIST ALL LOADS H. HIGH FOOTAGE YIELDS MORE THAN 50 PEOPLE. AROUND REVISION TO WHICH THEY ARE SUBJECT BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQ.FT. H.C. HOLLOW CORE KIETH MATOI A5.4 ENLARGED PARTIAL REFLECTED CEILING PLAN AV-5A REFLECTED CEILING ELEC. PLAN -WEST L510 SHRUB PLANTING PLAN A6.1 ENLARGED RESTROOM FLOOR PLANS AV-513 REFLECTED CEILING ELEC, PLAN -EAST L5,11 SHRUB PLANTING PLAN HDWR. HARDWARE PERPENDICULAR TO THE WALLS. A6.2 ENLARGED LOBBY FLOOR PLAN AV-5C AUDIO VISUAL ELEC. PLAN -WEST L5.12 TREE & GROUNDCOVER PLAN H.M� HOLLOW METAL 9. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED 2 >- WALL TYPE A6.3 ENLARGED KITCHEN FLOOR PLANS AV-5D AUDIO VISUAL ELEC. PLAN -EAST L5.13 TREE & GROUNDCOVER PLAN HOR. HORIZONTAL BY THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A 15. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. A7.1 RESTROOM INTERIOR ELEVATIONS AV-5E ELEC, SCHEDULE EAST&WEST L5.14 TREE & GROUNDCOVER PLAN ELECTRICAL ENGINEER THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. HR� HOUR SEPARATE PERMIT IS REQUIRED. A7.2 RESTROOM INTERIOR ELEVATIONS AV-6 SENIOR EXERCISE ROOM#160 L5.1 5 TREE & GROUNDCOVER PLAN HT. HEIGHT A7.3 INTERIOR ELEVATIONS L5.1 6 TREE & GROUNDCOVER PLAN H.V.A.C. HEATINGVENTILATING, AIR CONDITIONING GLP KARJALA / KULONIS, INC. A7.4 INTERIOR ELEVATIONS AV-7 SENIOR MULTI-PURPOSE ROOM#158 SUB CONSULTANT: 1& FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND INSUL. INSULATION 10. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY 3185 - C AIRWAY AVENUE AV-8 COMMUNITY CENTER DANCE ROOM#112 L517 TREE & GROUNDCOVER PLAN SHALL NOT REQUIRE TIGHT GRASPING, PINCING OR TWISTING OF THE WRIST. THE FORCE REQUIRED INT. INTERIOR PLENUM OF THE HVAC EQUIPMENT AND INDICATE THAT ALL HVAC CONS-1-RUCTION NOTES COSTA MESA, CA 92626 A7.5 INTERIOR ELEVATIONS AV-9 INTERNET CAFE#166 L5.1 8 TREE & GROUNDCOVER PLAN TO ACTIVATE CONTROLS SHALL BE NOT GFREATER THAN 5 POUNDS. JAN. JANITOR UNITS WILL BE EQUIPPED WITH DUCT SMOKE DETECTORS, A7.6 INTERIOR ELEVATIONS AV-10 DETAILS L5.1 9 TREE & GROUNDCOVER PLAN J-BOX JUNCTION BOX (714) 751-1851 A7.7 INTERIOR ELEVATIONS L5.20 TREE & GROUNDCOVER PLAN LAM. LAMINATE REGARDLESS OF CFM CAPACITY. 1. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS�GOVERN. ALL (714) 751-4216 FAX A7.8 INTERIOR ELEVATIONS FOOD SERVICE L5.21 TREE & GROUNDCOVER PLAN 17. SWITCHES AND CONTROLS FOR LIGHTS,VENTILATION, FIRE ALARMS, ETC, MUST BE PLACED 3611TO 4811 LAV. LAVATORY PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND A7.9 INTERIOR ELEVATIONS FS-1.1 FOOD SERVICE LAY-OUT PLAN L5.22 TREE & GROUNDCOVER PLAN ABOVE THE FLOOR, OUTLETS MUST BE NOT LESS THAN 15" FROM THE FLOOR. U.N.O. L�H. LEFT HAND 11. FIRE INSPECTION AND FINAL APPROVAL IS REQUIRED BEFORE THE WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. JERRY LEONHARDT A7.1 0 INTERIOR ELEVATIONS FS-2.1 FOOD SERVICE EQUIPMENT SCHEDULE L5�23 TREE & GROUNDCOVER PLAN LT. LIGHT IN CASE OF CONFLICT, NOTIFY ARCHITECT, PARTITION PLAN BY A71 1 INTERIOR ELEVATIONS FS-2.2 FOOD SERVICE EQUIPMENT SCHEDULE L5.24 TREE & GROUNDCOVER PLAN 18� DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. MAINT. MAINTENANCE BUILDING DEPARTMENT WILL ACCEPT A BUILDING FI,NAL INSPECTION ARCHITECT SUPERSEDES OTHER PLANS. A7.12 INTERIOR ELEVATIONS FS-3.1 PLUMBING ROUGH - IN PLAN L5.25 TREE & GROUNDCOVER PLAN MAT. MATERIAL REQUEST. PLEASE CALL 909-477-2713 TO SCHEDULE�'A FIRE INSPECTION. A7.13 INTERIOR ELEVATIONS L5.26 TREE & GROUNDCOVER PLAN 19. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS MAX. MAXIMUM 2. ALL PARTITIONS ARE DIMENSIONED FROM STUD FACE TO STUD A7.14 MILLWORK PLAN & ELEVATIONS FS-41 ELECTRICAL ROUGH - IN PLAN L5.27 TREE & GROUNDCOVER PLAN WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT MECH. MECHANICAL FACE. UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED CIVIL ENGINEER A8.1 ROOM FINISH SCHEDULE FS-5.1 REFRIGERATION AND CONDUIT PLAN L6.1 PLANTING DETAILS MET. METAL 12. EMERGENCY ILLUMINATION IS REQUIRED THROUGHOUT THE EXIT "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS A8.2 DOOR SCHEDULE FS-5.2 REFRIGERATION DETAILS L6.2 PLANTING DETAILS AS REQUIRED. MFR. MANUFACTURER PATH AND AREAS EXCEEDING AN OCCUPANT LOAD OF 100. OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE,VCT, ETC. MCE CONSULTANTS A8.3 DOOR SCHEDULE FS-53 REFRIGERATION DETAILS 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STFFENERS, BRACING, BACK UP PLATES AND MIN. MINIMUM FIXTURES MUST PROVIDE A MIN. OF ONE-FOOT CANDLE AT FLOOR I 100 SO. COAST HIGHWAY, SUITE 318 A8.4 WINDOW SCHEDULE FS-6.1 BUILDING WORKS AND EXHUAST PLAN BID ALTERNATES SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, misc. MISCELLANEOUS LEVEL. PHOTOMETRIC DESIGN IS REQUIRED. 3. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE LAGUNA BEACH, CA 92651 A8.5 WINDOW SCHEDULE FS-6.2 EXHAUST HOOD DETAILS TOILET ROOM ACCESSORIES AND PARTTIONS AND FOR ALL WALL MOUNTED SUSPENDED MTS. MOUNTED OF JAMB, UNLESS OTHERWISE NOTED. (949) 376-6407 A91 ROOF DETAILS FS-6.3 DISH MACHINE DETAILS LBA 7�1 BID ALT. CONSTRUCTION PLAN MUL. MULLION 13. THE FIRE SPRINKLER SYSTEM FOR THE BUILDING WILL NEED TO BE A9.2 EXTERIOR BUILDING DETAILS FS-7.1 INTERIOR ELEVATIONS LEA 7.2 BID ALT. CONSTRUCTION DETAILS MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. NO. NUMBER UPGRADED ONE LEVEL FROM MINIMUM REQUIRED STANDARDS 4. PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON (949) 376-6417 FAX A9.3 WALL AND COLUMN DETAILS FS-7.2 INTERIOR ELEVATIONS LBA 8.1 BID ALT, IRRIGATION PLAN N.I.C. NOT IN CONTRACT CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE FS-81 CONSTRUCTION DETAILS / EQUIPMENT SECTIONS LBA 8.2 BID ALT. IRRIGATION PLAN 21 AUTOMATIC FIRE SPRINKLER SYSTEM INSTALLATION SHALL CONFORM TO UBC STANDARDS 9-1 & 9-3. N.T.S. NOT TO SCALE TO MITIGATE LIMITED FIRE DEPARTMENT NOTED. RICH MOORE A9.4 WINDOW AND DOOR DETAILS FS-8.2 CONSTRUCTION DETAILS / EQUIPMENT SECTIONS LBA 83 BID ALT. IRRIGATION PLAN 0/ OVER ACCESS TO THE EAST PARKING AREA OF THE BUILDING. A9�5 INTERIOR DETAILS LBA 8A BID ALT. IRRIGATION PLAN O.C. ON CENTER 5. COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR A9.6 INTERIOR DETAILS LBA 8.5 BID ALT. IRRIGATION PLAN << 22. IN THE EVENT A HISTORICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE PROJECT, OFF. OFFICE 14. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS DIMENSIONING,VERIFY EXACT LOCATIONS IN FIELD. A9.7 DOOR AND WINDOW DETAILS CIVIL LBA 8.6 BID ALT, IRRIGATION PLAN GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED UNTIL THE PLAS.LAM. PLASTIC LAMINATE ROAD AND THE WATER SUPPLY. CONTACT THE FIRE SAFETY DIVISION KITCHEN CONSULTANT A9�8 DOOR AND WINDOW DETAILS C-1 TITLE SHEET LBA 9.1 BID ALT. SHRUB PLANTING PLAN NATURE AND EXTENT OF THE FIND,AS WELL AS THE APPROPRIATE DISPOSITION OF THE FIND CAN BE PL. PLATE 6. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS Al 0.1 BUS STOP SHELTER C-2 PRECISE GRADING PLAN LBA 9.2 BID ALT. GROUNDCOVER PLAN EVALUATED BY A QUALIFIED HISTORIAN. PLUMB. PLUMBING WHEN THE PROJECT IS READY FOR INSPECTION. ON FLOOR WITH PAINT FOR REVIEW BY ARCHITECT PRIOR TO � WEBB DESIGN STRUCTURAL A &i-ci C-3 PRECISE GRADING PLAN LBA 9.3 BID ALT. GROUNDCOVER PLAN PLYWD. PLYWOOD 15, BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT, CONTRACTOR 130 S. PROSPECT AVE, si GENERAL NOTES AND TYPICAL DETAILS C-4 PRECISE GRADING PLAN LANDSCAPE STRUCTURAL IN THE EVENT AN ARCHAEOLOGICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE PROJECT, PR. PAIR ROAD AND THE WATER SUPPLY, CONTACT THE FIRE SAFETY DIVISION SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE TUSTIN, CA 92870 S1.1 TYPICAL DETAILS CONSTRUCTION C-5 PRECISE GRADING PLAN 23. PTN. PARTITION PROPER FIT. GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED UNTIL THE C-6 PRECISE GRADING PLAN LSI 0.1 STRUCTURAL DETAILS RAD. RADIUS WHEN THE PROJECT IS READY FOR INSPECTION. (714) 508-1880 S2.1 PARTIAL FOUNDATION PLAN NATURE AND EXTENT OF THE FIND,AS WELL AS THE APPROPRIATE DISPOSITION OF THE FIND CAN BE REF. REFERENCE S2.2 PARTIAL FOUNDATION PLAN C-7 PRECISE GRADING PLAN LSI 0.2 STRUCTURAL DETAILS EVALUATED BY A QUALIFIED ARCHAEOLOGIST, REFR. REFRIGERATOR 16. THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL AND/ (714) 508-0010 FAX S2.3 PARTIAL FOUNDATION PLAN C-8 PRECISE GRADING PLAN u REQ'D. REQUIRED OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT ALL DUCT MIKE DYEKMAN S2.4 PARTIAL FOUNDATION PLAN C-9 PRECISE GRADING PLAN TRAFFIC PLAN z >= 24� IF HUMAN REMAINS ARE ENCOUNTERED,THE SAN BERNARDIMO COUNTY CORONER SHALL BE R.H. RIGHT HAND SMOKE DETECTORS MUST ALSO BE MONITORED BY THE ALARM. S3.1 PARTIAL ROOF FRAMING PLAN C-1 0 PRECISE GRADING PLAN SP-1 SIGNING & TRAFFIC PLAN NOTIFIED WITHIN 24 HOURS. IF THE CORONER DETERMINES THAT THE BURIAL IS NOT HISTORIC, BUT RM. ROOM S3.2 PARTIAL ROOF FRAMING PLAN C-1 1 PRECISE GRADING PLAN PREHISTORIC,THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED TO DETERMINE THE R.O. ROUGH OPENING 17. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED By S3.3 PARTIAL ROOF FRAMING PLAN C-1 2 PRECISE GRADING PLAN DRY UTILITIES 0 MOST LIKELY DESCENDANT (MLD) FOR THIS AREA. THE MLD MAY BECOME INVOLVED WITH THE SCHED. SCHEDULE THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A DEFERRED SUBMITTALS SIGNAGE CONSULTANT S3.4 PARTIAL ROOF FRAMING PLAN C-13 PRECISE GRADING PLAN DU-1 DRY UTILITY LAYOUT DISPOSITION OF THE BURIAL. S.C. SOLID CORE S4 CONSTRUCTION DETAILS C-14 DETAIL SHEET SEPARATE PERMIT IS REQUIRED. >: SECT. SECTION 1, FIRE SPRINKLER SYSTEM GERALD STAMN DESIGN, LLC S5 CONSTRUCTION DETAILS C-15 WATER PLAN STREET IMPROVEMENT PLAN DWG. NO. 1892 S.F� SQUARE FEET S6 CONSTRUCTION DETAILS C-1 6 WATER PLAN 25. DURING PROJECT SITE GRADING,ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE,SHALL BE 18. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY SHT. SHEET 206 W. FOURTH STREET, STE. 410 S7 CONSTRUCTION DETAILS C-1 7 WATER PLAN e - 1-7 A 1. TITLE SHEET u PLENUM OF THE HVAC EQUIPMENT. 2� FIRE ALARM SYSTEM C-1 8 SEWER PLAN 2. BASE LINE RD. PLAN & PROFILE < Maw EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS CONSISTENT WITH MANUFATURERIS Sim. SIMILAR SANTA ANA, CA 92701 S8 CONSTRUCTION DETAILS 1 BASE LINE RD, PLAN & PROFILE STANDARDS. EQUIPMENT AND EMPLOYEE STAGING, AS WELL AS STATIONARY CONSTRUCTION SPEC. SPECIFICATION 3. HOOD SUPPRESSION SYSTEM (714) 550-9981 S9 CONSTRUCTION DETAILS C-19 SEWER PLAN 4. BASE LINE RD. PLAN & PROFILE u EQUIPMENT, SHALL BE LOCATED AT THE GREATEST DISTANCE FEASIBLE BETWEEN CONSTRUCTION- S.S. STAINLESS STEEL MECHANICAL .610 C-20 SEWER PLAN 5� BASE LINE RD. PLAN & PROFILE << RELATED NOISE SOURCE AND EXISTING RESIDENCES TO THE NORTH AND WEST OF THE SITE DURING STL. STEEL (714) 550-9982 FAX C-21 EROSION CONTROL PLAN 6� BASE LINE RD. PLAN & PROFILE CONSTUCTION. STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SO THAT EMITTED NOISE STOR. STORAGE 4. GANG NAIL TRUSS MO.1 MECHANICAL LEGEND, SHEET INDEX& C-22 EROSION CONTROL PLAN 7. MILLIKEN AVE. PLAN & PROFILE IS DIRECTED AWAY FROM EXISTING RESIDENTIAL AREAS TO THE NORTH AND WEST OF THE SITE. STRUCT. STRUCTURAL GERRY STAMN EQUIPMENT SCHEDULE 8. MILLIKEN AVE. PLAN & PROFILE susp� SUSPENDED MO.2 TITLE 24 FORMS C-23 HORIZONTAL CONTROL PLAN 9. MILLIKEN AVE. PLAN & PROFILE 0 u 0 SYM. SYMMETRICAL Ml 1 MECHANICAL ZONING PLAN C-24 DETAIL SHEET 10. BASELINE RD. STRIPING & SIGNAGE PLAN 26. CONSTRUCTION-RELATED ACTIVITIES SHALL BE LIMITED TO BETWEEN THE HOURS OF 6:00 a.m. & 8:00 pm TELE, TELEPHONE M21 MECHANICAL FLOOR PLAN C-25 1 O-SCALE DETAIL 11. BASE LINE RD. STRIPING & SIGNAGE PLAN MONDAY THROUGH SATURDAY,AND FROM 10:00a.m TO 6:00 pm SUNDAYS AND FEDERAL HOLIDAYS. TEMP. TEMPERED AUDIO - VISUAL M2.2 MECHANICAL FLOOR PLAN C-26 10-SCALE DETAIL 12. MILLIKEN AVE, STRIPING & SIGNAGE PLAN z 0 u A PREICONSTRUCTION MEETIN SHALL BE HELD PRIOR TO ISSUANCE OF ANY BUILDING OR GRADING M2.3 MECHANICAL FLOOR PLAN C-28 1 O-SCALE DETAIL 13. TRAFFIC SIGNAL DETAILS PERMITS WITH ALL CONTRACTORS TO REVIEW THE ENVIORNMENTAL MITIGATION MEASURES PER THE THX� THICK M2.4 MECHANICAL FLOOR PLAN C-29 I O-SCALE DETAIL 14. BASE LINE RD. TRAFFIC SIGNAL PLAN CITY COUNCIL'S ADOPTED MITIGATED NEGATIVE DECLARATION. T.O.W� TOP OF WALL CIBOLA SYSTEMS, INC, M3.1 MECHANICAL ROOF ROOF PLAN 15. MILLIKEN AVE. TRAFFIC SIGNAL PLAN 0 TYP. TYPICAL 1118 EAST 17TH ST. M3.2 LARGE SCALE MECHANICAL ROOF PLAN SOUTHERN CALIFORNIA EDISON UNDERGROUND PLANS Ul. UNDERWRITERS LABORATORY SANTA ANA, CA 92701 M4.1 FLOW DIAGRAMS SECURITY SYSTEMS u 27. ISOLATE AND/OR TREAT FOR DISSIMILAR METALS AT ALL LOCATIONS WHERE DETAIL OCCURS. U.N.O. UNLESS NOTED OTHERWISE M5.1 MECHANICAL DETAILS V. VOLT (714) 480-0272 M5.2 MECHANICAL DETAILS 1. SCE DRAWING BASELINE W/O MILLIKEN - 03-404 z M61 CONTROL WIRING ES-11 TITLE SHEET 2. SCE DRAWING BASELINE W/O MILLIKEN - 03-404 28. ALL BASE& OVERHEAD CABINETS TO BE PROVIDED WITH LOCKS, V.C.T. VINYL COMPOSITION TILE (714) 480-0768 FAX M6.2 CONTROL WIRING ES-2.1 OVERALL SECURITY FLOOR PLAN 3. SCE DRAWING BASELINE W/O MILLIKEN - 03-404 LISA PERRINE M6.3 CONTROL WIRING ES-3.1 MISCELLANEOUS DETAILS 4. SCE DRAWING BASELINE W/O MILLIKEN - 03-404 < ES-3.2 MISCELLANEOUS DETAILS 5� SCE DRAWING UNDERGROUND PLAN CL/ L U DPnl[:CT lkll:fm"%DkAArlfPNkl u I v I x N..Of j L_%,_0 a a 1 -4 1 %..�uxi v n/-% a a%.,op 1 N Kt v 13KAND NEMENNEREM - 0 z DELTA#: DESCRIPTION: DATE: DELTA#: DESCRIPTION: DATE: wi U u ADDENDUM#1 08/04/03 PROJ ECT ADDRESS MINIMUM PLUMBING FIXTURE CALCULATIONS: U 0 11200 BASELINE ROAD MINIMUM PLUMBING FIXTURE CALCULATIONS: RANCHO CUCAMONGA, CA 91701 BASED ON: 2001 UPC TABLE 4-1 BASED ON: 2001 CBC CHAPTER 9 ADDENDUM#2 08/12/03 TYPE OF OCCUPANCY: OFFICE OR PUBLIC BUILDING. TYPE OF OCCUPANCY: GROUP A AND GROUP B. OCCUPANCY z 25 EMPLOYEE'S 25 EMPLOYEE'S, GROUP B ADDENDUM#3 08/15/03 uj GROUPS; A2.1, A-3, B C 0 N S T R U C T 10 N OCCUPANT COUNT (M/W): 12.5 / 12.5 OCCUPANT COUNT (M/W): 115 12.5 SENIOR / COMMUNITY CENTER TYPE V-N (FULLY SPRINKLERED) REQUIRED MEN'S WOMEN'S REQUIRED MEN'S WOMEN'S ADDENDUM #4 08/26/03 z RFIRE SPRINKLER SUBSTITUTION FOR 1-HOUR UIREMENT PER CBC SEC. 508) WATER CLOSETS (1:15) 1 (1:15) 1 WATER CLOSETS (1:15) 1 (1:15) 1 << THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES URINALS (1:10) 1 0 LAVATORIES (1:2 WATER CLOSETS) 1 (1:2 WATER CLOSETS) I CALIFORNIA BUILDING CODE 2001 CBC LAVATORIES (1:40) 1 (1:40) 1 UNIFORM PLUMBING CODE 2000 UPC UNIFORM MECHANICAL CODE 2000 UMC NATIONAL ELECTRICAL CODE 1999 NEC PROVIDED MEN'S WOMEN'S PROVIDED MEN'S WOMEN'S CALIFORNIA FIRE CODE 2001 CFC, RFCFPD ORDINANCE 15 AND 39 WATER CLOSETS 1 WATER CLOSETS PROJECT TABULATIONS URINALS 0 LAVATORIES SENIOR CENTER: 27,660 SF LAVATORIES I REVISIONS FOR CITY USE ONLY COMMUNITY CENTER: 29,420 SF VICINITY MAP DATE DESCRIPTION APPROVED TOTAL: 57,080 SF TITLE: 08/04/03 ADDENDUM#1 STREET OCCUPANCY: GROUP A OCCUPANCY: GROUPB 08/15/03 ADDENDUM 3 WATER/SEWER lassnowcom wag TITLE SHEET 2,706 NON - EMPLOYEE'S 2,706 NON - EMPLOYEE'S 08/26/03 ADDENDUM#4 GR77DRAIN BASIC ALLOWABLE: 10,500 SF BASIC ALLOWABLE: UNLIMITED AS PER am SEPARATION ON 3 SIDES X 2 CBC SECTION 505.2 OCCUPANT COUNT (M/W): 1,353 1,353 OCCUPANT COUNT (M/W): 1,353 1,353 TRAFFIC Tl_,000 SF FINAL CHECK REQUIRED MEN'S WOMEN'S REQUIRED MEN'S WOMEN'S ulm� R/W 13,378 SF BUILDING AREA 1: OCCUPANCY A OCCUPANCY B 4,452 SF WATER CLOSETS (3:400) + 2 5 (11:400) + 8 19 WATER CLOSETS (4:300) + 6 10 (8:400) + 8 16 AS CONST, ANCILLARY 6,461 SF ANCILLARY 2,120 SF URINALS (4:600) + 3 7 0 LAVATORIES (3:750) 2 5 (3:750) + 2 5 TOTAL: 19,839 SF TOTAL: 6,572 SF THESE PLANS WERE PREPARED BY: FOR PRIVATE USE LAVATORIES (3:750) + 2 5 (3:750) + 2 5 mm�INITIAL DATE AR 19,839 SF 6,572 SF F 34 + 0= .94< I 21,000 SF UNLIMITED R. DRAWN Rh 1 st PROVIDED MEN'S WOMEN'S PROVIDED MEN'S WOMEN'S CHECKED NO.CIO NAME DATE BUILDING AREA 2: OCCUPANCY A 12,590 SF OCCUPANCY B 2,568 SF WATER CLOSETS 9 17 WATER CLOSETS 9 17 ANCILLARY 2,054 SF ANCILLARY 1,883 SF URINALS 7 0 URINALS 7 0 LICENSE NUMBER FILE REN.07-31-05 TOTAL: 14,644 SF TOTAL: 41451 SF and, LAVATORIES 8 10 LAVATORIES 8 10 PROJECT SITE '13 p S Q j,'n a R ri serine;Rd a K CITY OF RANCHO CUCAMONGA 0 14,644 SF 4,451 SF 0]z �69 + 0 = .69 < 1 21,000 SF UNLIMITED 2 21 a", PROJECT NAME CENTRALPARK Lin" NOTE: THE FAMILY RESTROOM AND STAFF RESTROOM FIXTURE COUNTS ARE NOTE: THE FAMILY RESTROOM AND STAFF RESTROOM FIXTURE COUNTS ARE JOB NO�: 2002-04 SENIOR CENTER AND COMMUNITY CENTER INCLUDED WITH THE FIXTURE COUNT FOR THE WOMEN INCLUDED WITH THE FIXTURE COUNT FOR THE WOMEN 11200 BASELINE RD. RANCHO CUCAMONGA, CA 91701 DRAWN BY: MAXIMUM OCCUPANCY LOADS� APPROX. 2731 PEOPLE (25 OF WHICH ARE EMPLOYEE'S) DRINKING FOUNTAIN REQUIRED: 7 DRINKING FOUNTAIN REQUIRED: 7 �17 SHEET TITLE NSG T-, GROUP All: 9,643 SF @ 7 SF/ PERSON = 1377 PEOPLE DRINKING FOUNTAIN PROVIDED: 10 DRINKING FOUNTAIN PROVIDED: 10 TITLES EET GROUP Al 2,582 SF @ 7 SF/ PERSON =368 PEOPLE I / �ii CHECKED BY: RAW 0 C Route 613 'FoothillBlvd US H�t ri' l i.AlCarnonoa,: 11 1. 11 1 1 1 11 � I I I GROUP Al 13,743 SF @ 15 SF / PERSON =916 PEOPLE 01- APPRO GROUPB: 7,020 SF @ 100 SF PERSON 70 PEOPLE DATE: 10-110-03 1'.0 hrn D TE % NITY SERVICE DIRECTOR COMMU APPROVED SHEET: 02'-,^3 Yahoo!�7. M&P SHEET OF Y, DRAWING NO, 0 DATE RCE NO. CITY ENGINEER 2 ABB ITAI -------------- BENCHMARK AL Set 2" brass disk in conc. stamped "Cilty of Rancho -7 Cucamonga BM 10054 1987" at northeast corner of Base Line Road and Milliken Ave., at west end of catch basin. Elevation= 1328.075 BASE LINE RD. PAVEMENT WIDENING AND REHABI'LITATION CONSTRUCTION NOTES t 1 REMOVE EXISTING A.C. PAVEMENT AND/OR BERM FROM VALENCIA AVE. TO MILLIKEN AVE. AND 2 CONSTRUCT 0.35' A.C. OVER 0.50" C.A.B. PER CITY STD. 1 00-A 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 104 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY STD. 104 MimLLIKEN AVE . P AAm VEMENT REIHABImLITATION 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY STD. 119 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 rm LINE RD. TO FAIRMONT WAY 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C FROM BASE 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) 10 TRENCH,, INSTALL CONDUIT's PULL BOXES,, PULL ROPE AND BACKFILL PER S.C.E. 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard DRAWING WORK ORDER NO. 6630-4107 3-40889 6430-2000 3-2110 AND 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 WMEN HPSV BY S.C.E.) Specifications for Public Works Construction,, (Green Book), 1994 Edition and including the 1995 Project REMOVE BY S.C.E. supplement. CONSTRUCT THICK A.C. SIDEWALK (W SHOWN ON PLAN) 5j: rom available records. The 2. Public and Private utilities and substructures shown hereon are f Iti COLD PLANE 0.10" AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) ili es and substructures as shown within the f Contractor shall be responsible for protecting all uti fV ARABLE OVERLAY 0.12" TO result of the �:E VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND V SHEET INDEX construction limits of this project and shall be responsible for any damage as a construction operations. 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) B. 15 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35 A.C./O.509 C �:Z 40- 7 T_� 1. TITLE SHEET i ti J 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utili Iles two 0 P 10 1� er� 2. BASE LINE RD. PLAN AND PROFILE 17 ADJUST TO GRADE 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 working days prior to construction or regarding any problems. AlftloodA'd �'. .1 > �? @.r,�_ -Z :H11sidie-:11:01 3. BASE LINE RD. PLAN AND PROFILE �� I =J Ifornia Edison Co. EMERGENCY ONLY 800 611-1911 son V 0, 111",""", ��/ - 4. BASE LINE RD. PLAN AND PROFILE Southern Cal* TCH BASIN PER CITY STD. 3009 3049 3059 3089 310 AND 3250 Southern California Edison Co. Greg Klock 909 357-6585 CONSTRUCT CA Z.1 I'L W=7% V=5' 5. BASE LINE RD. PLAN AND PROFILE MERGENCY ONLY J 1j, 'UN u cons ruc ion de' r`� t"'', , t," � 909 335-7583 ft 6 U'to' 3 0 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307,, CASE A, H 0 Southern California Gas Co. Rich Gibson 7" -2000 Southern California Gas Co. E 800 427 .249 ;L-7t Ar" -6354 44 , .1.1%,, 'S 6. BASE LINE RD. PLAN AND PROFILE REMOVE AN Verizon Co. Bob Parent 909 469 7. MILLIKEN AVE. PLAN AND PROFILE V 8. MILLIKEN AVE. PLAN AND PROFILE CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY SM. 3339 Verizon Co. Dallas Stringer 469 dand A" 7D 19 21 -6327 fild , 20 D DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS 909 -6339 909 469 TH PULL ROPE INSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WI Verizon Co. Steve Hock Cucamonga County Water District EMERGENCY ONLY 909 987-2591 j_ J�, ............... 9. MILLIKEN AVE. PLAN AND PROFILE 909 483-7440 ....... (MIN. 30w DEPTH) Cucamonga County Water District 10. BASE LINE RD. STRIPING AND SIGNING PLAN 11. BASE LINE RD. STRIPING AND SIGNING PLAN INSTALL 2" X 3" PULL BOX 77 77� ase' 'LiH �; B 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 -TW 12. MILLIKEN AVE. STRIPING AND SIGNING PLAN ion t ict, 72 hours prior to constructi ire Department and any affected school dis ri Cucamonga F 13. TRAFFIC SIGNAL DETAILS 25 - SAWCUT -T 14. BASE LINE RD. TRAFFIC SIGNAL PLAN indicating any detour and/or road closures. A. 26 MATCH EXISTING 5. For inspection of this p *ect, the Contractor shall contact the Public Works Section at (909) 15. MILLIKEN AVE. TRAFFIC SIGNAL PLAN 27 RELOCATE 170.1 ion 477-2740 ext. 4057, Monday Thursday, and at least two working days prior to the construct* rro 28 PROTECT IN PLACE 77=-7- 7 start date. 'A� w::Rt' Arrp SOUTHERN CALIFORNIA EDISON UNDERGROUND PLANS ........ RESTORE IRRIGATION AND PLAMNG -'A ...... -4107 3-4088 SCE DRAVANG WORK ORDER NO. 6830 ..rr- 6. A permilt shall be obtained from the City of Rancho Cucamonga prior to any construction or SCE DRAVANG WORK ORDER NO. 8430-2000 3-2110 encroachment within any City of Rancho Cucamonga easement or rights-of-way. 10:F SCE DRAVANG WORK ORDER NO. 8430-2000 3-2111 H fl STRIPING NOTES t .1 4b 7. During the construction operations lone closures will be allowed on Base Line Rd. and Milliken Ave. All I 4th":St TRANS REMSED other times all lanes of traffic in each direction shall be maintained evenings,, weekend and all other PAINT LEGEND SYMBOL OR ARROW TYPE IV (S.A.E.) PER CAL _4 REFERENCE DWGS. ement, and shall remain unobstructed. STD. PLAN A24A AND A24D non working times. The traffic lanes shall be maintained on pav INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4" SKIP The centerfine construction survey for Base Line W Iti I and shall WHITE LANE LINE PER CITY STD. 133 Rd. and Milliken Ave. are from the following plans 8. The Contractor shall familiarize himself wi h all underground utili es,, p,pes and structures fp- take sole responsibility for the repair/replacement, at no cost to the City, for any damage to saild of existing improvements: Dwg. No. 839, 955 and 32 PAINT 8" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD. 133 E ::Dom W~ underground utilities, pipes and structures. 1083 which are on file with the City of Rancho I TRANS SM. A20D. DETAIL 39k 3: 33 PAINT 6'9 SOLID WHITE BIKE LANE LINE PER CAL Cucamonga and are available as referenced 34 PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39A i 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to drawings to these plans. commencement of an work. All discrepancies shall be reported for direction immediately to the City. 35 PAINT 12" SOLID WHITE CROSSWALK LINE y 36 INSTALL R26(S) SIGN ON THE STREET LIGHT POLE 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall W 37 INSTALL (R18) BIKE LANE SIGN ON POST PER CITY STD. 401-B possess any and all contractor licenses, in form and class as required by any and all applicable laws @5�_ I - Including but not limited 138 PAINT 8" SOLID WHITE LIMIT LINE with respect to any and all of the work to be performed under this contract, to a Class W Ulcense (General Engineering Contractor) sufficient to cover all the work to be INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS) 4-w SOLID WHITE performed by the Prime Contractor 'in accordance with the provisions of the Contractor's License Low LANE LINE PER CITY STD. 133 (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted 40 INSTALL R2 (50) SIGN ON POST PER CITY STD. 401-B pursuant thereto. 40' 14' 40' LEGEND 41 @- INSTALL W41 SIGN ON POST PER CITY STD. 401-B OR STREET LIGHT POLE 42 INSTALL MEDIAN EDGE LINE WITH TYPE '91-1" MARKER' PER CITY STD. 133 NEW ASPHALT CONCRETE 29 79 71 12' 18' 89 43 PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY SM. 133 8" 18, --am- @r.,_�- REMOVE EXISTING A.C. 44 INSTALL 36" W1 1 DROP LANE SIGN ON POST PER CITY STD. 401-B L &_ ATION 45 REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD EXISTING SURVEY MONUMENT / ASP All existing survey monuments that will be disturbed by this p Ject shall be referenced and reset by EXISTING SURFACE L HALT RUBBER HOT MIX (ARHM) 46 RELOCATE EXISTING SIGN AND POST r0i EXISTING SURFAC the City's Construction Surveyor 'in accordance with Section 8771 of the California Surveyors Act. 47 RELOCATE EXIS11NG SIGN AND SALVAGE POST TO THE CITY YARD Monuments found by research of available City records and by field survey are shown on the plans 0.101 COLD PLANE VARIES VARIES 0.80% VARIES 0.20X 48 INSTALL EXISTING R26(S) SIGN ON THE STREET LIGHT POLE and described as follows: VARIES 0.90% TO 1.90% To 1.60% VARIES 0.20,w. VARIES Vwp� - ii , 0 LANE 2.257, TO TO 2.50% TO 2.607, 15 0,W0 To 49 INSTALL EXISTING R2 SIGN ON STREET LIGHT POLE .10' TO 0.12' COLD P 4.38% 3.75%, .0-%50 INSTALL INDUCTIVE LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 1" I.P. TAGGED R.C.E. 14814 DN. Y47 PER TRACK 12364-1 M.B. 172/90-93 AT INTERSECTION OF INSTALL SOD AND IRRIGATION SYSTEM &_ X W W REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL LIJ SPRUCE AVE. AND BASE LINE ROAD SECTION LINE x 1i 0 0 x X ON SHEET 12 L W 13 W W L W 13 W � a z z C3 52 INSTALL R18 SIGN ON POST PER CITY STD. 401-B OR STREET LIGHT POLE 5/1-3 14 W :5 :5 14 @- [�J 2" I.P. TAGGED R.C.E. 14814, SET 6" DOWN PER TRACT NO. 12809 M.B. 17 W z a. W 53 INSTALL BLUE MARKER (TYPE 1) PER CITY STD. 134 z @r._� � _�71, ��, ROC z 0 00 KSCAPE 54 INSTALL G7 (CENTRAL PARK WITH ARROW) ON TWO POSTS 0 8" SPIKE AND WASHER, TAGGED "L.S. 46930 PER P.M. 9350 M.B. 126/22-23 AT STA 10+00 OF 7 0 00 00 F 7 -7-7 77--1 MILLIKEN AVE. C4 Ir.0 0 9 C14 CRUSHED AGGREGATE BASE REMOVE CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING 7 0 00 9 7 0 0 36131 oo 00 6 P.P. POWER POLE --- ----- ------ 2" I.P. W1 C.S.B.C. DN. 0.2" MKD. I T6 PER C.S.F.B. 4014/1940 AND CITY TIE NO. 1/46 AT TYPICAL CROSS SECTION [�J INTERSECTION OF BASE LINE RD. AND MILLIKEN AVE. SECTION LINE BASE LINE RD. (WEST OF DEER W.V. WATER VALVE IRRIG. IRRIGATION f-1-4 8" SPIKE AND WASHER9 TAGGED "L.S. 4693" PER P.M. 9350 M.B. 126/22-23 AT THE CENTERLINE CREEK CHANNEL) AND MILLIKEN AVE. W.M WATER METER U5 INTERSECTION OF BASE LINE ROAD AND MILLIKEN AVE. (STA 52+86.14 OF BASE LINE ROAD AND STA F.H. FIRE HYDRANT 9+91.62 OF MILLIKEN AVE.) NTS P.B. PULL BOX 0 TREE [�J 2" I.P. TAGGED R.C.E. 14456 PER R.S. 32/72 AT STA 23+20.24 OF MILLIKEN AVE. TRAFFIC SIGN CrTy 2'" I.P. TAGGED R.C.E 14814, SET 6" DOWN PER TRACT NO. 12809 M.B. 175/1-3 8.5' 8.5' 14 40 DESCRIPTION OF REVISION DATE I APPROVED: SPECIAL PROVISIONS: 10, 16' 12" 71 - 79 12' 18' --------------- 89 Cay OF RANCH"O CUCAMONGA 1 PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4" EXISTING SURFAC ow TITLE SHEET OR GREATER AND APPLY CRACKSEAL. REFERENCE CONTRACT SPECIFICATIONS 302-5.1. EXISTING SURFACE BASE UNE RD. PAVEMENT 2. ROCK DUST BLOTTER IS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY. REFERENCE 2% VARIES 15 VARIES 1.19% VARIES 0.42% 1-1* VARIES 0.25X VARIES 0.92X WIDEN I NG AND REW1LJTAT1UAff&Nffi CONTRACT SPECIFICATIONS 600-2.6.4. 2%0 To 2.60% TO 2-75% VARIES 1.42% TO To 2.88% T 0 2.9 25% 1.29X To FROM VALENCIA AVE. TO MILLIKEN AVE. AND 5.80% 4.14% _J MIWK10EN AVE, PAVEMENT REHABI W W FROM BASE LINE RD. TO FAIRMONT WAY W W )ATE: derground 13 3 un a 1 F S APPROVED BY. z W N, 9 14 X, CITY ENGINEER �JD ael(( RCE: 2W953 Service Alert 3 W 4 2 CL 09 0 DESIGN PLAN PREPARED BY: RECOMMENDED Calk TOLL FREE 170 70 0 0 No. 24953 z P K 0 n -C,4 0 0 CITY OF RANCHO CUCAMONGA 1 -800-422-4133 70 0 _J W 00 17 0 (4 Exp. 12-31-05 10500 CIVIC CENTER DRIVE 00 00 DRAWN RANCHO CUCAMONGA, CA 91730 SHEU TWO WORKING DAYS BEFORE YOU DIG TYPICAL CROSS SECTION CIV%%1 PK 1 OF 15 BASE LINE ROAD cAl. ""_0)FFr C A& CHECKED R.C,E NO DRAWING NO. NTS JD DATE FILE NO 1892 .5/7�r, 0- 0--Ei 0- 01F AN 0 C AM N CiTY R CH UC 0 GA 0- (Er,;::Z7 /f 10 BENCHMARK .......... ...... .......--- --------- .7 7: ............. iJ 11", Cucamonga BM 10054 .. .......... 7- ------ 77 -7- Set 2" brass disk in conc. stamped "City of Rancho 1987" at northeast corner of -4 ...... ................ ............ ....... '777-T77,77 7777.,.............. .............. Base Uine Road and M'11'ken Ave., at west end of 7-7 7-777-:1- _77-71....... ............... ....... n. -4, catch bas* .......... ................... .............. ........... tieva-rion= 1 328.075 + .......... + 41 7 LA", ........ 77":7 7 7 7 ij 4 . ...... ...... 7:77 77 t --------------- 7 ....... ............ q== ................................ ........... ............ 7 7------- viy�:_ 7, .......... . .............. Aj 77_7�7�_�iy__, 7 4�, ............ ............:[- -------- ........... ,7 ........... 3 ............. ....... U FA 7 77- 7-7-77-777-777-777-7.7 7_ 7 ............. ................................................ ......... .............. t-7-7 ........... 77 7-77-77' 4 '54D .......- . ............. 'T ............1, . .......... ........................ .......... ------ ........... Z11 7, 7-7- 7.77777[777 J 7 .................... -------- , :'- -," . ' __ __ , ,-,: ".-'II�'I -- I -�11�A_ ...... ......... .......... ------- E ................. ....... ......... -------- f: ........... -7, 77777,-777-�__:,__ 7 777771 .......... ........................... T 77'77=�',',"7777r__77777 7777F- 77777 7777-77, _t_=7 F11 7 E_' 777[_"iii=__v�n�i 7 7 j 77- 71 . ....... i y n, o ...... 77" 7.,i-,_L_: ............ ------ 7 4 ............ A A- .......... ................ ------ 7 ---------I- ........... ............ 7,: ....... ...... 7-- ........... ...... -W, 11.-11 1-,-,:,F1'I -,��:_ 7 --------------------I ....... -J� _f3 ........ ............... 777 ----------- 7", 17", -------1--------- ........... .......I ............ F 7: ----------- j .............. ------ -------- �7_7_ 4... 7,,, 7_77 ']1=4 .......... __7 ..................... �j .......... '77- ...........- .......... .......... m ................... ------- 7 7 ........ ............. ............. .......... 4 .......... .......... _j 77=777=7 1 _�T 7 7.77, _7.,7i7 ------ 77 ......... .......... L '1777, _7"i-11--, .. ................... 7� ---------- 43 -4 .................... 7.1-_i- .......... ...... 7 7_7 _7 ............ 4, ............ 7- _77 .... ....... ........... 7'. 77T '3 ............. ........ t, 4-1 .......... U CONSTRUCTION NOTES ........................... .......... ---------- ...... VEMENT AND/OR BERM 4-- 1 - REMOVE EXISTING A.C. PA ........... ------ ........... 0 ............ ------- :7--,7------ .......... 'T" J 7 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 1 04 2 CONSTRUCT 0.35' A.C. OVER 0.50" C.A.,B. PER CITY STD. 100-A _43L ............. ........... -------....... 7- A 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 1 04 .7 7�F-7, + G�7 ........... 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY STD. 104 ,14, 0- ....... 77T ....... Y PER C11Y STD. 119 .. ..... 6 CONSTRUCT 8" THICK P.C.C. BUS BA ........... Z I 4_1 .......... ................... ........... ............ A ........... 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 77- TRANS STD. A88 CASE C -4, i�.......... ...... 8 0 CONSIRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CAL dWMEWN 7 �,:I, _L", ............. 9 CONSTRUCT 4E` THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) 7 ...... v _4.... .......... TRENCH9 INSTALL CONDUITs PULL BOXES9 PULL ROPE AND BACKFILL PER S.C.E. 7, .7. _4 most 7`7T- j" -7771777-717= HORIZ. SCALE =409 17 ........... .......... 18+00 DRAWING WORK ORDER NO. 6630-4107 3-40889, 6430-2000 3-2110 AND low� VERT. SCALE: 1 d+ ........... 17+00 12+00 13+00 14+00 15+00 1 b+00 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 10+00 11 +00 11 REMOVE BY S.C.E. 4r & 12 CONSTRUCT ,,e THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) TO 0.12' AND VARIABLE OVERLAY 0.12' TO VARIABLE DEPTH COLD PLANE 0.10 0.15" OF ASPHALT RUBBER HOT MIX (ARHM) 40 11105 OVERLAY 0.15* OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.359 A.C./O.509 C.A.B. 0 16 OCKSCAPE PER CITY SM. 542, CASE I LEGEND @3�_ 17 ADJUST TO GRADE P.P. POWER POLE B NEW ASPHALT CONCRETE le� CONSTRUCT CATCH BASIN PER CITY STD. 3000 304, 3059 308, 310 AND 3259 0 W.V. WATER VALVE Ct DEER CRE CHANNEL Q9__ 14- IRRIG. IRRIGATION W=7's V=5' %0 all REMOVE EXISTING A.C. W.M WATER METER IX 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307g CASE A, H 0.240 F.H. FIRE HYDRANT 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS @�7 ASPHALT RUBBER HOT MIX (ARHM) P.B. PULL BOX W 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 it INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE L) 0.109 COLD PLANE TREE (MIN. 30" DEPTH) 0 INSTALL 2" X 3' PULL BOX 0.10' TO 0.12' COLD PLANE 23 TRAFFIC SIGN ko @- 24 INSTALL 18- R.C.P. (D1000) PER CffY STD. 341 TYPE 1 r,---------7-1 INSTALL SOD AND IRRIGA11ON SYSTEM 25 SAWCUT 26 MATCH EXISTING P.C.C. ro� 27 RELOCATE L---------i @- 18 28 PROTECT IN PLACE -r,P� ROCKSCAPE @��7 ING RISER REMOVE MST RESTORE IRRIGATION AND PLANTING AND C.M.P. AND FILL TO 2 4",0 E + ev SIGN""" 0 r- - PARK PLAN STA 9+77.00 BASELINE RD. 0\ SEE CENTRAL c6 10 0 SC E---VA,U I.T PARK S.D. PLAN +> 1,0 0 1"REE /A V) STA 2+07.50 q VALENCIA AVE. 0� I F�FE F A 0 0 TR E E 24 P,P. W -------- F P ' ' I _2--49 M ------ AULT 3: i D SCE-V `0 TJ-?E E K)tz� All[Nd' 21 ("q 71 Z__ 00 F,H 0 A 7-- ............. f V X X M TION Ll f _7 A NE j C.3 "d A 7�7 "j J j C; V) Li +00 R. "A 00 A 14+oU T54:OD a+o6, to 0 V) 10+0 .-A N A z� 777 DATE START COLD j TION 9 CITY 7- 7 _7 u 7Z7 C DESCRIPTION OF REVISION 04A-A PLANE __7 V t 7 BASE /AW '�r` -7 ...... j "�, -4 T__ LIJ 6";" -7-1- 7714 BEHIND__CROSSWALK_-�STAIM+07� V j q� j '0 ---------- V) _v 4_ CLEAN VERTICAL JOINT x-41": �z �I"7 _T < J SAWCUT EDGE FOR A 25 C ITY 0 F RANCHO CUCAMONGA Y, CD (10 P T- BASE LINE RD. PAVEMENT PROPOSED FIBER ERS) AN WIDENING A D REHABILITATION '%*'y 70 Q 00 FROM VALENCIA AVE. TO MILLIKEN AVE. OFIESS/ 9 a `1\1 APPROVED BY: DATE- CITY ENGINEER 0 RECOMMENDED RENEW DESIGN No. 24953 z r17 CC, Exp. 12-31-05 -V PK CITY OF RANCHO CUCAMONGA M4 DRAWN 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 C1V% PK 2 OF-15 OF C CHECKED R.C.E. NO DRAWING NO. JD _ DATE RLE NO 1892 000 ------------------------ ------ 777 , 7777 77 -7 t 7777-F-77-7777.77.-7-7 77777 p� 4 jwwo. 4/op 7-- -1,-l, _.111,111-1-1-11-1. lll_I,"....... A RMA ............ ........... r\ ........... ----- Set 2" brass d*sk 'n co ty of Rancho A stamped "Ci .......... .................................. .. ............ ------- BENC R" 7_7 4 __j Cucamonga BM 10054 1987" at northeast corner of _�7 �T.77_� F' .......... 9 ........ 'T, ---------- ...... ............. 7- --------- tj I ase L*ne Road and Milliken Ave., at west end of + ............... ------ 77" ___F _7, .......... catch bas'n. t ---------- ---------- ....... ............. Elevation= 1328.075 F 31- ...................... 7' 7""77 7- :77"Y ��7,77: A, 7777T7= L 7777777= ------ 7:7=7771777,_-� .............. 7: ..771_71111.1 ...... _-4 .......... -4, IL 7 =4=_ .......... ... ............. ........ 77777+77= --------- ....... j ........... Fll --------- T_ U _7- ,:' + t ....... 7 7 04 Ar E7 T 1TV-60 7 t7- 0 ta_=L- a= 0- ............. -F-7 7-7- 777+OT77 .......... v + 1,:11"", -NORTWIC ........... )pOS __�C-�,-P L.F: .4, ...... _7 =1 M, p.�:,U) j, .......... 77 ------ ".7 .......... ------ =77 3 7"' ... ...... A, 7 =4=- ---------- 40, T + ........... 77T.77_777r,77777. 4 77' 7, 7777 77 j- 27- A 7 r r_AURFACE-_--!PR0,-_l 7_7 4- ......... _71 4 . o,, 11 ___ - QMI 4- ...... ....... FH� . ....... ........... �7_ _7.4�7 AM -271- 7 7, 7_7 J�_ E-': ....... ........... 4- ........... 777T- - -_:T P_�:O - ----- "T -0 '-7 7: �i_, "7 7 77j 4 :t7��,_7 L'�7' .............. ---------- 7777_7=77-777 7_777, 7 7- D U S -.1-CENTE .... .......... -_-_--_7-7-_ Z_ ........ J ........... -0, 7:77- 7_77 7� 'TT ......... .7 7: ........... T_ T"' ........... :Z: ......... ................. 4 ......... 4- ------- L ............ .......... Z 4- ....... 7777 r: T 7_1 un r ------ 7 -4 322- f� _7777 F% rl r ftu ............ -7 -:77 . ..... ............. ........ "T ............ ....... . .... ------ .................................... ....... .............. ........... ---------------- .......... T�777-777 , ........... ......... ...................----------, ............. 'j, ZL �_777-1 7.7 ------- IUK 7"7, 7" 04- .......... .............. _13 ........... 4"------------ -7 7,.......... ............ .......... .......... -A ........... 7& - ......... 77t= ................ ............... a CONSTRUCTION NOTES 7 ...... VEMENT AND/OR BERM 1 REMOVE EXISTING A.C. PA ............ Z 7_77-T--l- __7 7_1711-11 77-17, ------ .......... A.B. PER CITY SM. I 00-A 7- 2 CONSTRUCT 0.35' A.C. OVER 0.50" C. 4 ....... 77 4-- . ..... ------- ... .............. ...... .......... ...................... 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 104 =i,77777 7=77-7717 7 7 I...... ............ ...... 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY STD. 104 ------------- L........... ......... ........... ........... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CffY STD. 119 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 �v' ------- ................. ----- --- 4..................... ...... -:'j 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C ... ......... 7 0%A 9 ALK PER CITY SM. 103 (W SHOWN ON PLAN SIDEW CONSTRUCII 4 1 HICK P.C.0 HORIZ. S ALE- 1 =40" .............. .......... _3_ ------- lu . ....... TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. "ERT. SCA 4=0 V LE- 1 =49- moo 19+00 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND 18+00 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 11 REMOVE BY S.C.E. to 25' 5 13.5' 10 12& CONSTRUCT 3" THICK A.C. 25' A EXIST. CONDUCTORS lk 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) 12 M M ow oix zn VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12' TO LL. z::) ZO FILL OR C 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) 3NAL INSTALL 12 16 CONSTRUCTCO R CITY STD. 542, ME 1 to to �?4 TRAFFIC.4 SIGNAL �.�19 4 T CONDUCTORS Q 33X Pa 1 17 ADJUST TO GRADE .33% TRAFFiCP EXISTING SURFACE 28 CD SIGNA 'to _�_,LSIGN 1 ts CONSTRUCT CATCH BASIN PER CITY STD. 3008, 3040 3051, 3080 310 AND 3250 %9 W=7V, V=5' go it CONTROL 5 '8' 3 --INSTALL PEDESTRIAN PUSH 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.2,V RELOCATE EXISL PUSH LL_ U_ BUTTON POST PER CALTRANS 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS aq 0 C NSTRUCT P.C.C. SM. ES-GAA AT STA 24+45.50 BUTTON M A MAX. to �* __ __ ___HElGT-fT_"OF_44ft 7-i�- Dl`CAPPED I*!-v-v- 2 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 0 + ACCESS RAMP HANDI PED 0 + �* \\\ 3 A011114@_ 04 N N -4" P.V.C. SCHEDULE 40 FIBER OP11C CONDUIT WITH PULL ROPE T_ _% ETA I L A ACCESS RAmp INSTALL 1 cn Ur (MIN. 30- DEPTH) SECTIUIN B-B 23 INSTALL 29 X 3' PULL BOX REMOVE MS71NG AC SIDEWALK, TREES AND WOOD POST ALONG + NORTH SIDE OF BASE LINE ROAD FROM THE DRIVEWAY EAST OF T- SCALE "=20 ----A 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE r� ol 0 NTS + + + EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE Cq N 25 SAWCUT 04 Cq EXISTING POWER POLE WILL BE REMOVED BY EDISON. 04 co < OD NOTE. A.C. SIDEWALK 26 MATCH EXISTING 03 �;C-4 04 FUTURE CURB 15' TO FOLLOW EXISTING 27 RELOCATE C4 0 C4 211 GRADE 20 S.C.E. EASEMENT W g 6 W 12 28 PROTECT IN PLACE ,:"I + S.C.E VAU LT + + 1 co y + 0) 90' 70' 60' 11 SEE BLL W 04 U (0 (0- RESTORE IRRMTION AND PLANTING 28 Cq U P cn R=92' C'4 < PROPOSED S.C.E. UNDERGROUND .1_1%. //- li rDETAJL 17 in 17 Y_ 17 < r i_ 16"0 TRI, U) ON LINE (DONE BY OTHERS) THIS S EET V) P B 8 EE J P,P, �P,P. 6-0 TREE 04 0>0 ;�T�EE (.n Ak, d/ -,_-P co Y. Ll R . 8 TION LINE %MER < zv j A A7 7 -4 74 10) 47 f UO lij UJ e n E)tj, v j ----------- f LIJ ------- 777 to 77 NOW J 2 ? j r f 0 f + 4�, "LIN, ILU, �-c CITY bj 'V� APPROVED: < x, A DESCRIPTION OF REVISION DATI 7 f f r 7-7-7 A, 4_ --------- a Alm C�i < CITY OF RAN 0 CUCAMO < (N rN C) co R E N D FIC OPB--SCE 011 C14 of � -1. L U tj \1 1 0 PTI C PD I I� LI mom .PN.E BY OPOMeR POLE P SCED D STA 55+52.8 SPRUCE AVE. 0 NEW ASPHALT CONCRETE B- _4 BASE LINE RD. PAVEMENT CURVE TABLE W.V. WATER VALVE TRAFF�C T 25 SAWCUT EDGE FOR 4 PB--SCE' ffift CURVE DELTA RADIUS LENGTH TANGENT IRRIG. IRRIGATION S REMOVE EXISTING A.C. SIGNAL CLEAN VERTICAL JOI WIULINNINU AND REHABILITATION 157-24'02 It 1.00' 2.75' 5.00' W.M WATER METER 32 32! A ASPHALT RUBBER HOT MIX (ARHM) F.H. FIRE HYDRANT 22-35`58 27.00' 10.65' 5.39 l-,>�Af' 0 A P.B. PULL BOX 90-00'00" 35.00' 54.98' 35.00' 0 N FROM VALENCIA AVE. TO MILLIKEN AVE. 0.10 COLD PLANE 4 1'/ SOFESS/ I I 20"46'38" 84.57' 30.67' 15.50' TREE N APPROVED BY: DATE- 0 so (D < E 1 1*29 47 1.009 2.64 3.94 F7 A; CrTY ENGINEER RCE-0 24953 0.10 TO 0.12 COLD PLANE TRAFFIC SIGN 28'30'13" 100.00' 49.75' 25.40" co DESIGN RECOMMENDED 12-40 9 49 9v 205.00' 45.37' 22.78' No. 24953 INSTALL SOD AND IRRIGATION SYSTEM 7- MA - rq IV 26.50' Exp. 12-31-05 PK OF r%MNCHO CUCAMONGA BA911- 8*45'33 346.00' 52.90' 10500 CIVIC CENTER DRIVE 10-10"01 of 212.00' 37.62' 18.86"'- P.C.C. DRAWN CA 91730 SHEET 18-55 9 29 92.50" 30.55' 15.42 9 12-40'49 136.67 9 30.25' 15.19' PK 3 OF 15 ROCKSCAPE OF CX01 <K 90 -33' 60.49' 30.37 9 CHECKED R.C.E. NO DRAWING NO. 12040'49 27'; JD DATE FILE NO 1892 -7-7- 4- 77 1� 71 VF t A moo ................................. .......... EN CH MAR........ ......... ........... ex D n conc. ------- ...... rass d*sk G* of Rancho ............... ...... stamped " ty ........................... ..................... Cucamonga BM 10054 1987" at northeast corner of .................... illiken Ave., at west end of Base Line Road and M t ..................... n f catch bas* ...................... ---------77 :77 Elevat*on= 1 328.075 ...........0+ Cq..........-------- ....... ........... ................. -r LQ= LEr V ED,- .................. ;it,C,47-Go .................................0)...........r ......-P- 0SED: .........It ..........." -- ---- -+ ...........r-=77777�%-�N L f=77 F .. .........................7 L� ------- .......7................ ............... ----------........... ........... ........... .................... -I I r�r I I I-1 I.I I I j r 11 I- I-�I I�--�I I 11..-I-- I 11 I--I I I I-�I�I I.I- I�I I 11 7. ............. ......IN( -'S RFACE ...... 7 .......... ------FROM..CENTER 7 :77:-NO -E -------- .......... .......................................... 77' -7 ..........., ... ..7........... ........... .......... ...---------..........--------------- ............................................... .......... ,.......................... ...........--------------------r - QU-N-G.-,�:-TOP-,.......... F 7 I ........... ED -C URB .........._U G----------............ .............. ........................ ............ ............ ...............17, 7'.7. 7.. .......... ..........7 7 ---------777t77 ........... -------- ............ .......7777777=77--7 T-7. ........" .......---------....r -------I ..............7, .......................... ............. ....................... ... ------ --------�7-------------- ......... ............... ......... ------- U -------................. t� �� .............. ........ 7.......... ...... ................ ........1 4 7=71= ......r ......----------------- ............r-........................6-................ f .................-3 CONSTRUCTION NOTES ..........------------- ................. REMOVE EXISTING A.C. PAVEMENT ANDOR BERM 7-3 .......... ........ CONSTRUCT 0.35' A.C. OVER 0.50' C.A.B. PER CITY STD. 100-A .......... 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104 ........... ...... or ........... ............ ............. ........... ........... CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY SM, 104 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CnY SM. 104 .................... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY SM. 1 19 T ............... ............... .......... .......... ................................... ..........7 :7 ........... ............. 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 ----------- .............------ .......... CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS SM. A88 CASE C HORIZ. SCALE- 1 =40' 8---------- VERT. SCALE =49 9 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY SM. 103 (W SHOWN ON PLAN) OEM @- TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. Cb 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+00 35+00 36+00 DRAWING WORK ORDER NO. 6630-4107 3-4088, 6430-2000 3-21 1 0 AND 4r 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) sk (13, - REMOVE BY S.C.E. 12 CONSTRUCT 5P THICK A.C. SIDEWALK (W SHOWN ON PLAN) C3 13 - COLD PLANE"0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) moo VARIABLE DEPTH COLD PLANE 0.10* TO 0.12" AND VARIABLE OVERLAY 0.12" TO 0.159 OF ASPHALT RUBBER HOT MIX (ARHM) 9 15 - OVERLAY 0.15 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.350' A.C./O.501, C.A.B. 0 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY SM. 542, CASE 1 17 ADJUST TO GRADE 18 CONSTRUCT CATCH BASIN PER CITY SM. 3009 304* 305t 308* 310 AND 3250 W=7' V=5# s 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307t, CASE A. Hl = 0.24' 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS V) 21 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333s CASE I INSTALL 1-4 P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG (MIN. 30" DEPTH) N LI D FROM THE DRIVEWAY EAST OF A 23 INSTALL 2' X 3' PULL BOX DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE 24 INSTALL 18" R.C.P. (D1000) PER CITY SM. 341 TYPE 1 EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE EXISTING POWER POLE WILL BE REMOVED BY EDISON. 25 SAWCUT 26 MATCH EXISTING 27 RELOCATE 0 (0+ + 0) S.C.E. EASEMENT 00 N 0 00 + 0) 28 PROTECT IN PLACE + 9 +LO 29 RESTORE IRRIGATION AND PLANTING to 17 9 EX��---,)'. SCE MH SHOWN U) PROPOSED S.C.E. UNDERGROUND 17 PER RECORD MAP, NOT--,--- TRANSMISSION LINE (DONE BY OTHERS) �<- + SUIIVEY. U) I..........R F 77�o L< Ljj F V) bi bi 2 v LjLj 'eta f�luf* LINE 10 10 f 7=j :12 E L.0 IR------- -------- f j CPON q CTlbN f 29 G 7 LU CRY -------------- APPROM. 7< -7/7, Ij -60 9A' 9 E LIA A, DESCRIPTION OF REVISION DATE CnY OF RANC &O C "CAMONGA 00 C4 LEGEND coo+j;rj X +V)*,W to rn Lim NEW ASPHALT CONCRETE P.P. E OPTIC (DONE BY OTHERS) Cj 9 CURVE TABLE W.V. WATER VALVE .0 M L&j -TAN IRRIG. IRRIGATION TA RADIUS LENGTH CURVE DEL GENT REMOVE EXISTING A.C. MSE LINE RD* PAVEMENT 157-24PO2 It 1.00 1 2.75' 5.00' W.M WATER METER WIDENING AND REHABILITATION 22*35' ASPHALT RUBBER HOT MIX (ARHM) F.H. FIRE HYDRANT 58 27.00 -10.65 5.39' P.B. 90.00,00 35.00' 54.98' 35.00 to 0.1 O' COLD PLANE FROM VALENCIA AVE. TO MILLIKEN AVE. 20-46'38 84.57' 30.67' 1 5.50' TREE qjt0FESS/0 to (D APPROVED BY.--1 51-29'47 1.00, 2.64' -3.94' 0.10' TO 0.12' COLD PLANE If DATE 28*30"1 30' 1 00-00' 49.75' 25.40' TRAFFIC SIGN CITY ENGINEER 11 1 2-40'49" 205.00' 45.37' 22.78* INSTALL SOD AND IRRIGATION SYSTEM DESIGN RECOMMENDED No. 24953 z 804533" 346-00' 52-90" 26.50 -------7-1 rn W r#7 PK 10010901 It 212.00' 7.62' 18.86' P.C.C. 0� Exp. 12-31-05 :b CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE Q 18-5529 92.50' 30.55' 15.429 CIV RANCHO CUCAMONGA, CA 91730 SHEET ROCKSCAPE PK 4 15 0 12-40'49 136.67' 30.25' 1 5.1 9' OF C l2-4OP4 CHECKED R.C.E NO DRAWING NO. JD DATE FILE NO 892 7777 7F I4 4r- AP. /7 if) 7 777777= 777 .......... 7 n stamped "City of Rancho -------- .... .... ......... ............+ T 987" at northeast corner of .......... Set 2" brass d'sk 7777777=-- 010, 79t,'_T .........._4.... Cucamonga BM 10054 1 7, IE7 4 a- T_ 71.,- -C 7 39 0. -- - _77 54.;ts . ....... *11*ken Ave., at west end of ............ ------ 7_77 ......... catch bas*n. 7,77- -7,77 7-1 .......... 7777:7777"t.":7" ,___7 T ....... -7, T-7 ........... Y., 'Z '7- -7, ............ Elevation= 1328.07 777 777, + -------------- 4- --4------4=- 77 777177 777777 "T -7- 4 4 4 .......... ................ 4---- :�-111111 --�'1,-1-1-_-1-1 ---1 1 1 --_,__---m-', i__-4- �= - - -,-,,:__�J-1-7--,1�1.1 1 -�-�*,-�,--1'.1.1-,�-11"1---,-,--, "IN 4" + 4-- J_ IT- -4- _T __ V -4_1 SO 737_7� < ........ C 0 _4� ........... A=5�[ r"t, -LU 111-1--In.1.1-11,W...''.111 --I-�-I-I-__---I� tq _7 _Au 4_1_1 I_I__ , _ -A-1111'� " - t, - -, �:_,g *11 1-,-- - '7 7 ............ _7 A f4 T! Ad n7- Or ............ 7 7-7-7 _1_-__,:"":,_-7- 7 ...... ................ :1,:7 7 77 4, -J.- .......... .............. --z G I Not, 7t ....... 7777.......-:77,,t 7-t"' UM-4 I-ERLINE- ............ ....... A-S29, __1 1 77......... _j............. E-----0R0f1L.E_- N1 .......... '-,-FROM,-C1 . ............ -7 7- _j4f,"R- __ f_7_ .............. rn 7, .......... 7 _4 ....... A- -AN ........ ...........------- -Im........ + ............ ----------- ............... 1.11-"1".---1,11___7 -4- ........... ......... LFA_ J_ 7-7 4- ......... .................. JRB -7.1 �11..... CD r Uri C_. ........�: :_ ........... 'Ao .".......... ............ 7 �4 LSO N ............. A 7 t URqL_ 7-_ _77, Ci= _,__71�7 7 T: ------ 4--- ............. -Z7- 77771777 4 7,.. ...... .......... 7 7 7- ...... 4 ------ ...... cc ..... -------- 77 7 7, ............. ......... E ------- ............ .............. E_ JCUR :�PROFIL�E�.,_,-,. .......L_ W L ............ .......... MEDLM < -ir,=777 ........... Z ----------- 4 ............ �7_7_ =7 7777 7 ....... 7, 7 7_ ............. A_---- 4 11�,M:11_�-I 1 11.1-.1-1�11.11. -1.11 11 1-.1__�-11�-11-1"1.""",-,1--_1- ---1,- 1.1..- 71- 71 J: 777 7-7 7__-'_,_,_____ T ------ 7- 7 -7 ....... ......... ............. T ............ '17777. -I�: -- ""-- ............ ........... ........... 4- ............ +...... ..... .... ...... ....... _7 t 7 777_17�____-7 7 -------- :T ............ t 7777f�� ........... 4-- --------- ....... ............. 7 7 4............ .......... .......... ........ -- CONSTRUCTION NOTES 41 _777' 77 7T 77 ............. .......... 7_77 ........... 77 1 310- ........ I— 7777-j'7777, REMOVE EXISTING A.C. PAVEMENT AND/OR BERM �7'711"� ............. I— ......... ......... -A ............................... CONSTRUCT 0.30 A.L;. OVER 0.50' CA.B. PER CffY STD. 100 9- ------------ 7 ...... ...................... .......... J' ............. .............. 777 77: T" 2 3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 ........... .......... 77-1 ............. -7-1 4----------- CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CffY STD. 104 7 11S4 4- 00 -1 :7 A 5 CONSTRUCT TYPE -6) P.C.C. CURB PER CffY STD. 104 (Al ............ ............ E-.1 ---------------------- ----------- J T� -:7- ......... . ........... 't-::'77 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 A- .......... .......... ........... TRANS STD. A88 CAS 7" ---------- J=-= ..........- ............. ........... DICAPPED ACCESS RAMP PER CAL 8 ........... CONSTRUCT P.C.C. HAN T-, .......... .......................... 717-7- 7`1-:-_::- 9 CONSTRUCT 4`* THICK P.C.C. SIDEWALK PER CrrY SM. 103 (W SHOWN ON [AN) P HORIZ. SCALE.- I =40 ------- t ....... TRENCH, INSTALL CONDUIT9 PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. ...... 10 ..................... T-7-7- 7. J- 4 'V'E R T. SCALE: 1 =49 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND am 38+00 39+00 40+00 41 +00 42+00 43+00 44+00 45+00 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 94 36+00 37+00 6430-2000 3-2111 12&11 REMOVE BY S.C.E. CONSTRUCT THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10' AND OVERLAY 0.15" OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.121, TO 4r 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) fto 15 OVERLAY 0.150 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35* A.C./O.50" C.A.B. 16 CKSCAPE PER CITY STD. 542,, CASE 1 41' 17 ADJUST TO GRADE 0 18 CONSTRUCT CATCH BASIN PER CITY STD. 3001, 3040 3050 308* 310 AND 3259 14- W=7', V=5' all 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307j CASE A. H 0.24' is T_ I @_ 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS W j 0 21 - CONSTRUCT, JUNCTION STRUCTURE NO. 4 PER CITY SM. 333, CASE 1 < 72 -4- P INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE V) 00 z to (MIN. 30" DEPTH) 0% V) E 0- 0;_j 23 INSTALL 2' X 3' PULL BOX REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG C4 LL: n _ I to LI ROAD FROM THE DRIVEWAY EAST OF V_ 0 _j 04 (6 DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE LZ 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 + P_ cr_Do .N Go + + EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE to to W 25 SAWCUT 0 F) T7 (0 LA.L) V_ @- DGSTING POWER POLE VALL BE REMOVED BY EDISON. 0 0 04 (0 OD n 0 W 4M 00 SEE CENTRAL Cd C,4 26 MATCH EXISTING 04 C14 W + U.) n V) '0 W PARK PLAN 7 + (n 27 RELOCATE oo 6 @- 00 nc 5" Q�C' C3 n C31" S.C.E. EASEMENT 28 PROTECT IN PLACE -i q" < n n F_-; n 0 V_ (n W V- re) W 23 C61 + S.C.E. VAULT 60, + (�q- RESTORE IRRIGATION AND PLAN NG 6.5!-1 X 28 7 150' PROPOSED S.C.E. UNDERGROUND TRANSMISSION L 17 INE (DONE BY OTHERS) aD 17 + LA A 7-� .77 tT__ (D -7 --------------- 4 00 T 7 o 91� �4 j� �N 0_ j Omy Uj "y /2 V) W U9 RO, j Li Cf) A NW n a 2 2 4 61--Ag, 4 Lli Cn z C_ -7- -------- �o7� 7-- -7 27 _7 j JA ALP LLJ 7 f Z Lij V) CITY V j + A 7t f f DATE Sir% APPROM. XV AD Z' f DESCRIPTION OF REVISION ZI 7=77= �x4 -J OF RANCHO CUCAMONGA 1)17 IRIA X < < C3 rl 0 W F,H, N 17 09 0- In ch Uf 00 n . LEG%END Q _(n OPTIC (DONE BY OTHERS) P.P. POWER POLE 06 NEW ASPHALT CONCRETE W.V. WATER VALVE 0 BASE UNE RD, PAVEMENT CURVE TABLE + Go IRRIG. IRRIGATION 0 0 CURV-E DELTA RADIUS LENGTH TANGENT n M REMOVE EXISTING A.C. (O's N W.M WATER METER WIDENING AND REHABILffATINAd' a 157&24102" 1.00, 2.75' 5.001 F.H. FIRE HYDRANT cau ASPHALT RUBBER HOT' MIX (ARHM) 22735'58 27.00' 10.65' 5.39 P.B. ------ FROM VALENCIA AVE. TO MILLIKEN AVE. 0-C 90-00"00" 35.00 54.98.9 35.00 0.10' COLD PLANE %OF E SS TREE 0 0 20*46 38 84.57' 30.67" 15.50" 00 %1 APPROVED BY: DATE to I 1 10 ;1 /-,W 2.64' 3.94 A; \ CITY ENGINE (J�/M <E 151*29 47 1.00, 0.10" TO 0.12" COLD PLANE TRAFFIC SIGN ER 7 O 28'30'13 100.001 49.75' 25.40 DESIGN RECOMMENDED 12'40'49" 205.00' 45.37' 22.78' INSTALL SOD AND IRRIGATION SYSTEM No. 24953 ------------ PK CITY OF RANCHO CUCAMONGA 8045'33 346.00' 52.90' 26.50 W Exp. 12-31-05 10500 CIVIC CENTER DRIVE P.C.C. DRAWN SHEET (D 10-10"01" 212.00" 37.62' 18.86' RANCHO CUCAMONGA, CA 91730 9 it CIV 9) 18-5529 92.50' 30.55' 15.42' ROCKSCAPE PK 5 OF 15 3 OF - CA0, 1 T40 49 136.67 30.25 15.19 CHECKED R.C.E NO- DRAWING NO. 12"40'49 27 .33 60.49' 30.37' JD DATE FILE NO 1892 77-71 7-7 J 4� t 3A 7-7-7- t7 f 7 T �J T "7 7-7777-7 T__ ....... r%E -T _7777777777777= NHMARK .......... Set 2 brass d'sk *n conc. stamped City of Rancho .......... ......................................... ........ Cucamonga BM 10054 1987" at northeast corner of 7�'.,7 .................I ........... 0) .................(0 .............................................................. ...... -------- Base Uine Road and M'11'ken Ave., at west end of ---- ......------------- ....... .......... catch bas*n. 0 n t 10 Elevation= 1328.075 ..........OD Itn .......... ................ 7 ...................... 77 RO ................ ....................... ........ En t5 T__7.......... IM,.......... ....... FA G C` 77 ........... ................. ............................................... ................ t ........... ............. I ...... ...... .............NG-'_]SURFAC 7+XI ........--- .......fit _.___I ---- -1_____ I.7 .. ..... ........ ------- .............. --- ................... ......... ...................... .........0 T t(,NOFUH,SI DE),........... .........11-11 W.11111i__1_1___ ---1 ----- - 11'1-1-11� 1.1- I'll-I—--.1 I.-I- 1_�,","' L, ', 1111-1 11 111.11I.-.: ""_....................................... ..........-,.......... .....................................T_.......... ................. .......... N I............ .......... ............. ........C---------- ............ ...... ................................ ......... .........................4 ................... ------ -------- .............. - In r!�:............ ................... ....... ..................... ....... ........................... .......4--U .......:�-PRI F1 LE--:, I17OP_ ............................... ........ .......... .............. ............................................ .......... J......... ............. ............ .. ............ .......... .............................4-31 7 7=........... ...................... -,"_1 -t-- I I"7= ...... 77777777=............. .............................. ......... -------............................... .........I ............. .. .......... ............ ...... .............. .......4 ........ ....... .......... 77 ....... .................................. .......................... ............................. .................. ....... ........ 4-------........... ...... ....... ................................ ..........-----------.............. ....... --------4......-f ............ ....................... ISUR-ING i ............, PR�_FIL .... ....... .................................... ........................ ......................................f ---------------- ......................... ------..................... .......................... ----------- ..................... ........... 17 -P :7 7 7-4 7f :7 7 _-=77-4-7 ..........j%j ............. ............ 7-7_ 7 ............ ....... ........ .................. .............4................ :7 7-7=- ...... .......... ........... ............ C 0 N S T R U I ON NOTES 7.7................................ ---------- .........I ........... 'OR BERM D_ REMOVE EXISTING A.C. PAVEMEN'T AND................ ....................... ............... .......... .......... A.B. PER CITY STD. 1 00-A CONSTRUCT 0.35' A.C. OVER 0.50* C. ................. ...... .......... ...............t -_7 Q3 CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104 .......... -------............. ............. ............. ............................ ------I .......... 4 CONSTRUCT TYPE (Al-8) P.C.C. CURB PER CITY STD. 104 -----------.......... .......... =___L1_1.1_ 5 CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY ST'D. 104 ............ ........... ........... ....................... ------................. .......... -------- 6 CONSTRUCT 8 THICK P.C.C. BUS BAY PER CITY STD. 119 ---------- --------..................... .............. ................... .......... ......... 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. 102 ................. 7777 =7-I............. . .... 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 40 .....A 09 .......HORIZ. SCALE.- 1 _=7 .......... 9 CONSTRUCT 4 THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) --- ------- ......................'V"ERT. SCALE: 1 =4 .. ............ Q2)- TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. L ......45+00 46+00 47+00 48+00 49+00 50+00 51 +00 52+00 DRAWING WORK ORDER NO. 6630-4107 3-4088, 6430-2000 3-21 1 0 AND 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 12&11 REMOVE BY S.C.E. CONST`kUCT`,rB* THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE' 0.10 AND OVERLAY 0.15 OF ASPHALT RUBBER HOT MIX kARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12" AND VARIABLE OVERLAY 0.12' TO > 0.15' OF ASPHALT RUBBER HOT MIX (AARHM) N SEC11ON U E/ 15 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35' A.C./O.50' CAB. REMOVE EXISTING AC SIDEWALK, TREES AND WOOD POST ALONG q , I @- + W 16 ' OCKSCAPE PER CITY STD. 542, CASE 1 NORTH SIDE OF BASE LINE ROAD FROM THE DRIVEVAY EAST OF DEER CREEK CHANNEL TO MILLIKEN AVE. REMOVE OR RELOCATE CONSTRU �N 17 ADJUST TO GRADE 0 EXISTING TRAFFIC SIGN PER STRIPING AND SIGNING PLAN. THE @_ M EXISTING POWER POLE WILL BE REMOVED BY EDISON. CONSTRUCT CATCH BASIN PER CITY STD. 3009 304s 305s 3089 310 AND 3259 cn z %4 Uj W 70 W 0 W=7"o V=5 + + + + +CL o 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307, CASE A, H 0.24' (A to U.1 CK t--: I %0 IL + TRAFFIC 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS 0 0 F1 I LO Vi +C-4 SEE MIWK AV,L �'SIGNAI_ 21 CONSTRUCT JUNC11ON STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 CD 00 to 6111 (�HEET 7 LO I M P 0 (3 C3 Cq Cq S.C.E. EASEMENT 16 Lj 7 C%1 17 1 0 INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE + (0 P E 0 (D co 9 40 (MIN. 30" DEPTH) 70 60'zw_ - - . S 0 (D CO C 23 INSTALL 2' X 3' PULL BOX PROPOSED S.C.E. UNDERGROUND <0 Lr) A R 1 T CO TRANSMISSION LINE (DONE BY OTHERS) + :D W (10 24 INSTALL 18" R.C.P. (D1000) PER CITY STD. 341 TYPE 1 iSAWCU'T Q25 4-1- QR� SAWCUT EDGE FOR A 71- 25 CLEAN VERTIC& JOINT MATCH EXISTING In d 77 777M77= 2 RELOCATE Li CTI PROTECT IN PLACE 5 4 DETAIL THIS SHEET f....... RESTORE IRRIGATION AND PLANTING 7- 0 RT jo ECT16NI, BEHIND CROSSWALK (STA 53+53.37) -----------7-CF07,1 UY+Z--Go f 49+00 4------------- ------ OA 4$E L, Rol �4.......... ------ 13 A' ...........j A 9+91.62 MILLIKEN A\(E. ------- --------52+86.1 4 BASELINE RD.-SCE S---------- 1,4 Ile W F.H,Z, TRAFF�c F�'4_ Iff S C E S�GNAL tv 17 10 H ry Si(-NA�OPTIC (DONE BY OTHERS)CURVE TABLE STAM LD PLANE cny BEHND CROSSWALK (STA 9+90.94) DESCRIPTION OF REVISION DATE AppRWED.. CURVE DELTA RADIUS LENGTH TANGENT 0-- 15724'02" 1.00, 2.75' 5.00' SiGNAL SAWCUT GE FOR A 0- 2203558 27.00' 10.65'. 5.39' LEGEND CLEAN VE7 CAL JOINT CITY OF RANCHO CUCAMONGA 0- 90*00'00" 35.00' 54.98' 35.00 0- 20*4638" 84.57' 30.67' 15.50' NEW ASPHALT CONCRETE P.P. 151-29'47n 1.00 9 2.64' 3.94' W.V. WATER VALVE CONSTRUCTION 25.40' IRRIG. IRRIGATION 2830 13 100.00 49.75' L-4 BASE UNE RD, PAVEMENT 1= :S W.M WATER METER 12-40"49 205.00 45.37 22.78' SECTION LINE F.H. FIRE HYDRANT ASPHALT RUBBER HOT MIX (ARHM) WIDENING AND REHABUTATION 8045'33" 346.00' 52.90' 26.50' t P.B. PULL BOX -4 10-10'01" 212.00' 37.62' 18.86' 0.10' COLD PLANE A4v'h cz� -4 ;k FROM VALENCIA AVE. TO MILLIKEN AVE. 18055'29 92.50' 30.55' 15.42' TREE _�_SECTION LINE 5.84 1 T-40 49 136.67 30.25' 15.19' 0.10' TO 0.12" COLD PLANE ___t1N895542"W ,??-OF S/0 APPROVED BY: DATE-.T i2*40 49 273.33 60.49'1 30.37 ] TRAFFIC SIGN < CITY ENGINEER RCE-0 24 53 N(r 1 3'24V INSTALL SOD AND IRRIGA71ON SYSTEM 8.38' CONSTRUCTION N88056"14"E -----%-,--1.0 No. 24953 DESIGN RECOMMENDED P.C.C. HA SE L hVE RD. PK Exp. 12-31-05 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE ROCKSCAPE STA 9+91.62 q MIWKEN AVE. DRAWN RANCHO CUCAMONGA, CA 91730 SHEET Or A,% �1 -l", PK 6 OF '5 OF CN0 INTERSECTION MONUMENT DETAIL CHECKED R.C.E. NO- DRAWING N NTS JD DAIE FILE NO 1 89 2 cl t L t -----------r11 0 40 ........ .............................................7-7 I ............... L A ............. _%E 'CH A`K 4.................... ............ ............---------- b 1\1 M K ........... ....................... Set 2" brass d*sk 'n conc. stamped "Ci of Rancho ty ICucamonga BM 10054 1987" at northeast comer of ... ................................7 ............ Base Line Road and Milliken Ave., at west end of -----------------------------...... catch bas'n. .................. ........ -....... ....... ....... .................................... at"on= 1328.075 ............ ............ ................... Elev ..................... ........................ .................. ........................................ I.. ......... ..........------...... ............. ..................... .......... .................... 7............... —17........... ..................... .........4 .........T= .......... ......77 ........................ ............ ...................I ..................... .......... ............. .......... ...... 47=--77 ........... 717 77............ ............ ............-7 .......... ......I ........................�4------------ ..................... ------ _77-7— 777'7-7 7 .......... .....................tt .................. ..... .......... ....... —----- —------- .............................. ................... ....... 7 ...... --------..........7- .................. ..................... ...................................... ...... ....... ........ ----------t ------------7 I ....... ............................ ...... ....... ..........4- 1-1 ------ ......................I ..................... .........-------- .....................................7 77 77777 -------------- ......7 ----.......... .................................. ........... 0 N S T R IJI C'T I 0 N NOTES .......................... IIT 1 ISTI ................ ............. 1�2)— CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104.................... .......... (2)— CONSTRUCT 0.35 A.C. OVER 0.50' C.A.B. PER CITY STD. 1 00—A .............I4 CONSTRUCT TYPE 1-8) P.C.C. CURB PER CITY SM. 104 5 CONSTRUCT TYPE (Al—6) P.C.C. CURB PER CITY STD. 104 ............:7 4, BAY PER cny STD. I 19 CONSTRUCT 8" THICK P.C.C. BUS...........------- ------ 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 ............ ........... ...................... L A 0' ...... CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) t. ........."ERT. SCALE ------- ...........4........... ................ .......Mao HORIZ. SCALE- 1 tL 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C v 7, lu TRENCH, INSTALL CONDUIT, PULL BOXES,, PULL ROPE AND BACKFILL PER S.C.E. 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-21 10 AND Tb 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) qr 11 REMOVE BY S.C.E. 12 CONSTRUCT-3, " THICK A.C. SIDEWALK (W SHOWN ON PLAN) 13 COLD PLANE 0.10" AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.10' TO 0.12' AND VARIABLE OVERLAY 0.12* TO 0.15' OF ASPHALT RUBBER HOT MIX (ARHM)1 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35" A.C./O'.50* C.A.B. Am zv 16 OCKSCAPE PER CITY STD. 542, CASE 1 17 ADJUST TO GRADE CONSTRUCT CATCH BASIN PER CITY STD. 3000 304v 305t 308j 310 AND 325s, 19 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.24' SCALE 1 =40 @_ 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS R 21 CONSTRUCT JUNC71ON STRUCTURE NO. 4 PER CITY STD. 333, CASE 1 INSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OP11C CONDUIT WITH PULL ROPE (MIN. 30- DEPTH) 23 INSTALL 2' X 3 PULL BOX R R 24�— INSTALL 180 R.C.P. (D1 000) PER CITY STD. 341 TYPE 1 25 SAWCUT V) 26 MATCH EXISTING > +,:D(f), 27 RELOCATE cv) LLi PROTECT IN PLACE -�j SEE BASE LINE RD. 29 RESTORE IRRIGA11ON AND PLANTING q) IMPROVEMEtp-S �'�SHIf> -T z -94��E -------T 14 I00 BASEONE RD. A' F STA 9+91.62 MILLIKEN AVE. LLJ tlj .......... I7777777777 OO 14+00 7 O ili+PO 12 10 -00 T5:FOO f N�01051�5 NOO 113816 ffE 7'--- -------- 7 A17: Ij lr N............ 7 ON T li +/CD U f V) z ------- cffy \'qD �4 DESCRIPTION OF REVISION DATE APPROVED: > L OF RANCHO C'U' "CAMONGA 71 LEG%END F7771 NEW ASPHALT CONCRETE P.P. POWER POLE W.V. WATER VALVE T1 IRRIG. IRRIGATION MILRKIEN AVE, PAVEMENT lREMOVE EXISTING A.C. W.M WATER M ETER ASPH kA R 1 8 If A-7 ALT RUBBER HOT MIX `RHM) F.H. FIRE HYDRANT REM LITA110N P.B. PULL BOX 0.10$ COLD PLANE FROM BASE LINE RD. TO FAIRMONT WAY TREE FESs/I0 -If \ APPROVED BY DATE: 0.10' TO 0.129 COLD PLANE j TRAFFIC SIGN CITY ENGINEER 4�; v 1��_ RCE:INSTALL SOD AND IRRIGATION SYSTEM DESIGN RECOMMENDED No. 24953 z P.C.C. Uj PK No ca Exp. 12-31-05 CITY OF RANCHO CUCAMONGA AA-DRAWN 10500 CIVIC CENTER DRIVE SHEEr CIVI ROCKSCAPE O r, %I PK 7—OF 15 FIFP' C CHECKED R.C.E. NO— DRAWING NO.JD DA7E F1LE NO 892 it -7-T 7 7-T-77 74 4 - T t f 7.7 71-117 777F77 7 ........... 4- 4.......... 4 77 -J --- ....... 4 'T, -:1 7-Z T-- 52-' 4- I A A _4.- 4 R`/ -7 7t=7 777 77"',�'i�l i, _77 - _71 C 1987" at northeast comer of ---__A6#U_R13-_R ........... J 7 _77, A— Set 2" brass disk in conc. stamped "City of Rancho .......... .......... _4 illiken Ave at west end of ...... ......... Base Line Road and M e c, 17 C4 W_-7 .......... catch bas*n. 7, 1�71 4 7 ------- _'W -VIP W_-_ 7 7 Elevation= 1328.075 7-7,7: 7-1 4- ............ .......... .. ......... �F .. ......... ........... ...... ........................... .. .......... L7 77 77- _77 t N 7_77 4- .......... �TT ........................ CW .......... ........... ................ _4 1-1:-- __-_=_,__'L--1 1-4, 1, - _11---l-,-1-111 -1-1.111-11---I-I I 1 11--11 -1-13 1�11�--,I�,11 1_--- ......... 4- .......AD L ....... q ZZ _7 - ------ -A 7 .. . ....... -�J 77 ........... Av L4 ........... T- -7 7 r ------ Aa 0 - 77 -7 77 �._7__7 _7 ............. _L: F= 77 _7 ............ 2 z .............. 7" . .......... ........... .............. 77, 77- -1-6 U7 ------ ................. ------ .......... ------------ ........... ...... :�13 "'71 -,777TV077177 7 ---------- 37 .......... ........... T------- Wi CN, 71 7 ........... W-ju.- -------1111 11-1 1-11""1""'-11,-"-,-1-111 1-11, - 11 1- I I =7 _7 o-1 777,f+-_ 71 i7� < 0 L--------- 1077 F-- 7 J-- > _0 ..............1-1--4-1.- - --,. -j, ----1---1-1-11--1,"-11-11111 1.1-1--l-I. _41E .3747 ........... �4W 7'�'7 77 ------------ ........- L 71 lz_ii --------j[-_L__:-_1:'__' V211 U"t E3 "j, -7 4' 7_177 ...... 7... ............ �.7_.77� ----------------- 777q=77 ---------- wool 77:':7 ''T ,,,T _4 z .......... T _4 _j A < LZ M ............. f .......... 43 -------- ...... ...................... ................ _7 7 4- ................ ---------- 7TO _4 XI Mill ',:_� -41-1-1-1-1- __,_: ............. -------- T =_"Z DIARN _00L ............................. ......... A04 &Z A- 7 JAX- 77- 0 17 J ............ 7 ..... 71 _41 ...... 4 ............. .......... 7717�_713 ...... -7, ............ .............. .... 41- .............-- ------- 4 7' 7_7 7777t........ 4' _-1;51�7 2. - -T- . ..... 774 _T_ ........... 41 Z + ...... 7 ................ 7 7..........-__ -------- 77 ----------- ....... _4..^NA I's Vt%y-J.-CoVe F7 9% 171 69 -7.7 7`7 ------ i`7, 777[7. -7- -11 T��71 �1',i 7 7 C_' 77,777 77=7 7 1� RD U 7-j 0%L I _77 .77771.1- ...... NOTES N STR U"ill I V N __4 4- __4........... ......... _41 ............ 1 REMOVE EXISTING A.C. PAVEMElff AND/OR BERM "T" ....... .......... ........ 77t -.7r:77- - CONSTRUCT 0.35' A.C. OVER 0.500 C.A.B. PER CffY SM. 1 00-A ...........__1 L _z CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY STD. 104 IM7 L ir fu ............ ......... 7,"':7"t ..............------ --------........... 17 "j- t 7 J., .......... .......... ...... 7-7,_777 . . ....... ........ 5 CONSTRUCT 1YPE (Al-6) P.C.C. CURB PER CITY SM. 104 4 - CONSTRUCT 1YPE (Al-8) P.C.C. CURB PER CITY SM. 104 .......... ;��......... 'T ........... -4- .......... 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY SM. 119 .............4. -�: ........... ---- ------ ------- ............... 7f 7 A V-35 4- -- A09 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 HORIZ. SCALE.- 1 ...... 0- AIZ&3- - 7�71' CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C 'VERT. SCALE.- 1 "=49 low ------ 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. 103 (W SHOWN ON PLAN) Aw 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 10 TRENCH,, INSTALL CONDUIT, PULL BOXES,, PULL ROPE AND BACKFILL PER S.C.E. Ta 24+00 25+00 26+00 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-2110 AND 4V 8 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) 11 REMOVE BY S.C.E. Irk) 13# 7 11' 13, 12& CONSTRUCT,3,1" THICK A.C. SIDEWALK (W SHOWN ON PLAN) 4F 3 13 COLD PLANE 0.10' AND OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) LEGEND MEW VARIABLE DEPTH COLD PLANE 0.10' TO 0.12- AND VARIABLE OVERLAY 0.12' TO fA NEW ASPHALT CONCRETE P.P. POWER POLE kmp EX I ST. 0.15" OF ASPHALT RUBBER HOT MIX �ARHM) W.V. WATER VALVE 15 OVERLAY 0.15' OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.35" A.C./O.,50" C.A.B. �.AB IN ET REMOVE EXISTING A.C. IRRIG. IRRIGATION L--- 16 CONSTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 WATER METER W.M 17 ADJUST TO GRADE '_CF 011C�F_ K z0, 6 F.H. FIRE HYDRANT ASPHALT RUBBER HOT MIX (ARHM) R-35'__ R= M-1_I-- IF 7V '7471 P.B. PULL BOX 25 CONSTRUCT CATCH BASIN PER CI1`Y SM. 30% 304o 305j 3089 310 AND 3259 110 V= 7 7 71 9 Rmwe SCALE 1 26 R-35p O-CF 26 19 CONSTRUCT LOCAL DEPRESSION PER CITY SM. 307j, CASE A, H 0.24" =40' L 0.10" COLD PLANE TREE 16 Ill @_ 0_ _ 20' 1w) 0 -1-0---------20' 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS 0.10" TO 0.12' COLD PLANE 110� + I @5_� TRAFFIC SIGN CNI L&_ 0 ` UCTURE NO. 4 PER CITY STD. 333, CASE 1 Cq :2 z STRAIGHT GRADE !2 INSTALL 1-4* P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE 1, � j INSTALL SOD AND IRRIGATION SYSTEM < - 1_.; or in L46 MIN. 6" CURB WITH 2' (MIN. 30" DEPTH) 6 TRANSITION TO 0'1CF 23 INSTALL 2" X 3" PULL BOX P.C.C. f_: F: @- 00 C14 in W AT EACH END 24 INSTALL 18" R.C.P. (D1000) PER CITY SM. 341 TYPE 1 co 0 72' 0) 1-V_ z 0�_ ROCKSCAPE 17 Q�r�z 114 25 SAWCUT C14 to 0 ej W LO Z ru" ETA I L B V_ n SEE CENTRAL Cd + + Uj A eq 4 0 26 MATCH EXISTING in PARK PLAN C4 (3 0; 04 .%_ 0) oil f-: NTS 27 RELOCATE ___j -6.5" 6.5 + + zn-- @- 0 7 9 Cj 3: 04 0 12 04 28 PROTECT IN PLACE 20 7 - . "'**- 6 + co < 0 0 20 -t T-1 Ix 1 9 0 C14 Ld o Qq- RESTORE IRRIGATION AND PLANTING 0 6 co no 't 0 20 (,n V) 0 ------- S/w f 4,-S to V to P B S C E- ze -7 ELI d T il _I ", _111-1 -1-1-11. ;)`7 1 1�11`I 1� '�0 , %) 77'tn P 7- 7 =AT4,_ y; J T 141 TI ------- kANSr 0 ?W, + C� --V Ljj F + COBB /4 A M bj 'M 20 20 0 20 6 V) bi .14YIREMOVE EX 7 AQ r J ,J UJ V) V7 Z,� VT y V) _R LLJ OVE A + "A Ljj 2C T __T 7 f V, V) 'ON 7 c4U Lij __$TRY ' K gi% V 7, V CRY "',Mn j SECTION,-_�L E V) -ON LIN n 7 Z", DATE AppROVED. 4 W DESCRIPTION OF REVISION OD A 4 < z �j C-4 5 1 - I� ",, -,-I� . . Ld %C2 SCE VAULF A-, Q �RR�G. 6' C&G => j5 Ej + IRRIG, X-t (0 0 + CABi TRANSITION r% < 013 CITY OF RANCHO CUCAMONGA W (n Z V_ C14 4� L Q_ STA 21+83.18 20' 20 < r- N (0 + IL n:$ (3 to C3 to CURVE TABLE N Ma; 0 P%LAN AND PRONFILE . n W r- CD 1-:17) Cq CURVE F: RADIUS LENGTH TANGENT -y (D M1WmF`%vLN AVE* PAVEMENT C4 . 0 157"24'02" 1.00, 2.75' 5.00' 0 I <1r-z N no r-Z 0- 22-35'58" 27.00' FO.651 5.39 < no REMABILITATION 0 90-00,00" 35.00' 54.98' 35.00' 0 20046138" 84.57' 30.67" 15.50 9 SEE BLOW UP DETAIL B FROM BASE UNE RD. TO FAIRMONT WAY THIS SHEET 151"29'47" 1.00 2.64' 3.9 4' ESS/ APPROVED BY.- DATE- 28-30'13" 100.00' 49.75 25.40 CITY ENGINEER 1W V 1z RCEG- 24953 12"40'49 205.00 45.37' 22.78' 8-45'3,3" 346.007 52.90 9 26.50' 0 No. 24953 DESIGN RECOMMENDED rn Q 10-10*01" il 2.00t ' 37.62 18.86 W Exp. 12-31-05 PK_ CITY OF RANCHO CUCAMONGA 18-55"29" 92.50 30.55' 15.42 DRAWN 10500 CIVIC CENTER DRIVE SHEEr 1 T40"49" 1,36.67' 30.25' 15.19' X CIVI PK OF 12'40'4� OF C 8 15 9 �3 37 0.3�_ CHECKED R.C.E NO DRAWING NO. JD DATE FILE NO 1892 77 777-7777-777-777" T t I- t `7' 77� r 77 777 , 7 7---7111-1-11-1- ct 1-7 77777777=7 _4 J 4 7777=........... ....................... ............. 7777 L L A A 1-%j'CHMANK ------ ...... BE ............ .......... ........... ................. Set 2" brass disk in conc. stamped............. ............IC of Rancho ....................................... ... Cucamonga BM 10054 1987' at northeast corner of .......... ------...... Base Line Road and Mil liken Ave., at west end of ............ .............7.................. catch basin. ............. --------T rlev at*on= 1328.075 It ..........................I .......................L ............................. .............. ................. I4................. .......... ................................... ...... ........17 --------- ........... ........... .......... -------.......... .............. ................................. ...... ............................ .......... .................................I ........................... .......---- ------ ------......................... .............I ......................... ......................... T ....... �,7..........7... ........... ......... ------ ....................... t------- ... .......... ............................. ............ ....................... ....... ------- ....... ................ 77t�1��............. .......................... .................... ..... ........ -------.............................................. ----------- I ............. ................. .................. .......... ............... ........... -------- .....................---------- ------- ........................... ...................... .. ......... .................. t ----------................ ................................................. NVII N 10TES ........... CONSTRUCTI' T7 I REMOVE EXISTING A.C. PAVEMENT AND/OR BERM CONSTRUCT 0.35 A.C. OVER 0.50# C.A.B. PER C11Y SM. 100–A 44 2 ................ CONSTRUCT TYPE (A2-8) P.C.C. CURB AND GUTTER PER CITY SM. 104.......... ............... ......... CONSTRUCT TYPE (Al–8) P.C.C. CURB PER CITY STD. 104 ............ ........... CONSTRUCT TYPE (Al-6) P.C.C. CURB PER CITY SM. 104 ft ------- 6 CONSTRUCT 8" THICK P.C.C. BUS BAY PER CITY sTD. 1 1 9 ---------- ............ ---------- 7 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY SM. 102 HORIZ. SCALE.- 1 =40' ------ 8 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CALTRANS STD. A88 CASE C ...'s".4aw VERT. SCALE.- 1 9 CONSTRUCT 4" THICK P.C.C. SIDEWALK PER Cny Sm. 103 (W SHOWN ON PLAN) dftv 26+00 27+00 28+00 29+00 30+00 31 +00 10 TRENCHo INSTALL CONDUIT9 PULL BOXES, PULL ROPE AND BACKFILL PER S.C.E. 0:1 DRAWING WORK ORDER NO. 6630-4107 3-4088t 6430-2000 3-21 10 AND 4r 6430-2000 3-2111 (INSTALL STREET LIGHTS 9500 LUMEN HPSV BY S.C.E.) ftam 11 REMOVE BY S.C.E. 12 CONSTRUCT ALK (W SHOWN ON PLAN) ,3" THICK A.C. SIDEW 13 COLD PLANE 0.10" AND OVERLAY 0.15# OF ASPHALT RUBBER HOT MIX (ARHM) VARIABLE DEPTH COLD PLANE 0.109 To 0.12# AND VARMLE OVERLAY 0.12" TO fA 0.15' OF ASPHALT RUBBER HOT MIX kARHM) tow @15 OVERLAY 0.1 59 OF ASPHALT RUBBER HOT MIX (ARHM) OVER 0.359 A.C./100.50" CAB. 16 OCKSCAPE PER CITY STD. 542, CASE 1 17 ADJUST TO GRADE 18 CONSTRUCT CATCH BASIN PER CITY STD. 300s 304j 305j 308s, 310 AND 325j, 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A, H 0.24' SCALE 1$9=40 9 20 REMOVE AND DISPOSE INTERFERENCE WITH PROPOSED IMPROVEMENTS UCTURE NO. 4 PER CITY STD. 333, CASE 1 22 INSTALL 1-4" P.V.C. SCHEDULE 40 FIBER OPTIC CONDUIT WITH PULL ROPE (MIN. 30" DEPTH) 23 INSTALL 2" X 3 PULL BOX 24 INSTALL 180 R.C.P. (D100O) PER CITY STD. 341 TYPE 1 25 SAWCUT 26 MATCH EXISTING 27 RELOCATE 28 PROTECT IN PLACE 29 RESTORE IRRIGATION AND PLANTING (10 CN 00 IF—Ljj 14 i�j V) ISTART COLD PLANE ULHIND CROSSWALK (STA 30+02.99) 28+0 N00*05'q-LLJ V) 28+0 -30+ n- 30+ 1.24 7 LEGEND.......... 30 _j bj LIJ I A, 3 f L IKEN A VE. P.P. kOCTIQN NEW ASPHALT CONCRETE V) LINE CUTIEDGE FOR A W.V. WATER VALVE 25-7 CLIEAN VERTICAL JOINT REMOVE EXISTING A.C. IRRIG. IRRIGA ON W.M WATER METER My ------ -------- F.H. FIRE HYDRANT DESCRIPTION OF REVISION ASPHALT RU13BER HOT MIX (ARHM) DATE APPROVED: P.B. PULL BOX 0.10' COLD PLANE TREE CITY OF RANUMO CUCAMONGA 100 0.10" TO 0.12" COW PLANE TRAFFIC SIGN INSTALL SOD AND IRRIGA11ON SYSTEM MIWKEN AVE* PAVEMENT , P.C.C. am REnABILITATION ROCKSCAPE FROM BASE UNE RD. TO FAIRMONT WAY?vt0FESs/0 # - I�V, .>�I I, APPROVED BY:If `\�, I DATE: ---CITY ENGINEER RCE: 24 53 No. 24953 DESIGN RECOMMMDED Exp. 12-31-05 PK CITY OF RANCHO CUCAMONGA 6ehL. DRAWN 10500 CIVIC CENTER DRIVE CIV 1%, SHEEr PK OF Cp.01 —9—OF 15 CHECKED R.C.E. NO_ DRAWING NO. JD DATE FILE NO 1892 J/00�.------ A/P. rll* ov C14 SIGN + /,01 20V 41 0 --------- U) 0 36 try 34 50 FH CD 50 F --71 c + 1.0 �l 00 �77 43 N 30 bi ---------------� 00, 100, t b 100, 30 b V_ V_ — , < TYP. 51 / V_ &-+--eo -C,4 32 Y TO EFC-R k) 90, 30 ------- 10+0 iE - -N8905542"W V) ------ 1-2*00- 13+00 ---- -- ----------- 30 53 42 ------ 04 AUA SEI INE &D (35 31 RO m b b 33 30 LLJ t _u 5 268' Z5,1 001 f M, V) co t 1 37 36 50' 200 LK 100 t cn t4 in u 3: NOTES FOR LOCATION OF LOOPS DETECTOR ON BASE LINE RD. FOR THE PARK ENTRANCE SEE THE TRAFFIC SIGNAL PLAN ON SHEET 14 N 0) + STRIPING NOTES 46 0 47 47 47 V1 @_ PAINT LEGEND SYMBOL OR ARROW TYPE IV (SAE.) PER CALTRANS RE SED 0 36 48 49 aAp V) 0 _�% STD. PLAN A24A AND A24D L0 33 Ao 1�_ 0 + SSWALK INSTALJL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4" SKIP WHITE LANE LINE PER CITY STD. 133 (N TR L 10 4r 00 0 �1__� N + sq 10— 32 PAINT 8" SOLID WHITE LANE LINE WITH TYPE *Go' MARKER PER CITY STD. 133 SIGNAL SIGNAL 33 PAINT 6* SOLID WHITE BIKE LANE LINE PER CALTRANS STD. A20D. DETAIL 39 04 30 100, Lli (34 PAINT 69p SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39A 7 39 100, 35 PAINT 12" SOLID WHITE CROSSWALK LINE 42)- to < /t N8905542"W F... �El 'crq- &36 INSTALL R26(S) SIGN ON THE STREET LIGHT POLE 0 Ljj go, -------- ------------ 24-00 30 --Z7- V) 0 @37:Y�— INSTALL (R18) BIKE LANE SIGN ON POST PER CITY sm. 401—B Lli top ------ ------ ------- 38 PAINT 8" SOLID WHITE LIMIT LINE CA 7— . _1 - 0 - i 0= m f-I 280' TO BCR -a- _-_ __-3, Lu 14- 1 ` MFI INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS) 4'm SOLID WHITE b 10 51 P. Pw HASELINEROAD 00' 42 01 z LANE LINE PER CITY STD. 133 0 m 40 INSTALL R2 (50) SIGN ON POST PER CITY STD. 401—13 30 INSTALL W41 SIGN ON POST PER CITY SM. 401—B OR STREET LIGHT POLE 32 lool .41 uj _j Lii 4 ............./I�� -1 42 INSTALL MEDIAN EDGE LINE WITH TYPE "H" MARKER PER CITY STD. 133 < 5 Co @43r-- PAINT 4- SOLID WHITE LANE LINE WITH TYPE "G- MARKER PER C nYSTD. 133 lZi RAFFIC .0t) t szz elf 0-, o 0 44 INSTALL 36" Wl 1 DROP LANE SIGN ON POST PER CITY STD. 401—8 V) X, X, 36 50 C6 0 37 ic� 45 REMOVE EXIS11NG SIGN AND POST AND SALVAGE TO THE CITY YARD X 200' < �j 46 RELOCATE EXISTING SIGN AND POST 3IGNAL 47 RELOCATE EXISTING SIGN AND SALVAGE POST TO THE CITY YARD TRAFFIC 1 1( 9— INSTALL EXISTING R26(S) SIGN ON THE STREET LIGHT POLE SIGNAL, 49 INSTALL EXISTING R2 SIGN ON STREET LIGHT POLE ,@—50 INSTALL INDUCTIVE LOOPS PER LOOP DETECTOR PLACEMENT DETAJL ON SHEET 12 @r— REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 52 INSTALL Rl 8 SIGN ON POST PER CITY STD. 401—B OR STREET LIGHT POLE 53 INSTALL BLUE MARKER (TYPE 1) PER CITY STD. 134 '504 INSTALL G7 (CENTRAL PARK WITH ARROW) ON TWO POSTS REMOVE CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING 0 N + m r- co + co CD + + 46 to 47 47 F--; 0 z 47 U) 46 47 v) V7 33 U) 0 i7) (o 48 c) 33 50 ------- 9-1 0 Q0 30 CITY iE DESCRIPTION OF REVISION DATE APPROVED.- �/,-,42 42 V) Ljj ee __28+00. -29+0a-- ____3++00 N8905542"W +00 CffY 011m RANCHO Ca OCAMONGA ---------- ------- ------------ 34 36 co u ------- ----- --------- ------- Z m 53 STRIPING AND SIGNING PLAN cn -BASE LNEROAD- __j 3 BASE 'u"NE RD. PAVEMENT Ljj WIDENING0% AND REHABILITATION Vi Qo Ul FROM VALENCIA AVE. TO MILLIKEN AVE, F,H, 33 41 APPROVED BY.- DATE- ' 2= CITY ENGINEER RCE:o 24953 DESIGN PLAN PREPARED BY: RECOMMENDED PK CITY OF RANCHO CUCAMONGA JA&- DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 SHEET PK 10 OF 15 CHECKED R.C.E. NO DRAWING NO. JD DATE nLE NO 1892 -------------------171 Aftl ff 41 -�34, t-4-+GO- 0 10 0�. ' 4v NOTES FOR LOCATION OF LOOPS DETECTOR ON BASE LINE RD. FOR THE PARK ENTRANCE SEE THE TRAFFIC SIGNAL PLAN ON SHEET 14 250" 0 STRIPING NOTES co PAINT LEGEND . SYMBOL OR ARROW TYPE IV (S.A.E.) PER CALTRANS REVISED n 0 + + STD. PLAN A24A AND A24D I,,- It #� INSTALL CERAMIC RAJSED PAVEMENT MARKERS (BOTT DOTS). PAINT e SKIP OD 52 48 0 WHITE LANE LINE PER CITY STD. 133 0 tl�N V) 4 R_ cr 50' 30 30 47 V) 48 0 32 PAINT 8'* SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY SM. 133 0 48 33 33 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. A20D. DETAIL 39 45 U) cl-I 34 PAINT 6" SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A201), DETAIL 39A 35 32 1 Lo 150' 54 w I I A --- — 35 PAINT 12" SOLID WHITE CROSSWALK LINE 0 2 CK 04 ON 33 33 1 36 INSTALL R26(S) SIGN ON THE STREET LIGHT POLE 10 38 37 INSTALL (R18) BIKE LANE SIGN ON POST PER CITY STD. 401—B 39 100, 38 PAINT 8* SOLID WHITE LIMIT LINE < Lli 42 71) �42 INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS) 4" SOLID WHITE 45 N89 055 42"W 0 w _45- LANE LINE PER CITY STD. 133 --------------- ------------------ bi —B Ljj bi 40 INSTALL R2 (50) SIGN ON POST PER CITY STD. 401 300 9 W_ __ ____ ____ _ @- ------- M 41 INSTALL W41 SIGN ON POST PER CITY STD. 401—B OR STREET LIGHT POLE 04 n ;n %_ v__ \__@�,/ T_ —1 4 INSTALL MEDIAN EDGE LINE WITH TYPE "H" MARKER PER CITY STD. 133 Ld — 100, BASE L RVE ROA D- --- 39 35 31 PAINT 4* SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY SM. 133 100' Lli — Lli 44 INSTALL 36" Wl 1 DROP LANE SIGN ON POST PER CITY STD. 401—B c() C) 45 REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD 46 RELOCATE EXISTING SIGN AND POST ey) U) F.r1l, 33 33 47 RELOCATE EXISTING SIGN AND SALVAGE POST TO THE CITY YARD N < @5 48 INSTALL EXISTING R26(S) SIGN ON THE STREET LIGHT POLE 49 INSTALL EXISTING R2 SIGN ON STREET LIGHT POLE 50 INSTALL INDUCTIVE LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 INSTALL R 18 SIGN ON POST PER CITY STD. 401—B OR STREET LIGHT POLE 53 INSTALL BLUE MARKER (TYPE 1) PER CITY STD. 134 (594 INSTALL G7 (CENTRAL PARK WITH ARROW) ON TWO POSTS REMOVE CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING 0 0 + 0 + 0 )�GNAL 0 + + co 43' 00 (D -t 47 47 46 48 TRAFFIC 0,, ci 0 45 SIGNAL (n m U) 0 co M 33 S L 55 30 35 47 48 46 V) 250' 33 + 4 > f I drama -f P.AfFI C 4r CD SI AL S-L a) 30 0 30 N8.9*5542"W 53 0 0) ___.___ - v IL bi ------ 4-4- r 42 5T+ APO 0 -50-+-GG- ___ ri lq- 49+00 '147F ____250�_ _____ I -,j > J Lli --------- -------- -- ---------- --------- 50' 32 ds im ;Do SE L 300' TO BCR uj 04 100' 51 VA&I < 39 100 30 31 V) ------- V) 32 35 C, 'IT s 33 34 zi 30 41 FJH� (0 2_1 30 RAFF-FIC �,D c,J TRA R 200' ---------------- 83' SIGNAL SIG TRAFFIC SIGNALL DESCRIPTION OF REVISION DATE CITY APPROVED: CITY OF RANCHO C&u&CMv'dn`NGA STRIPING AND SIGNING PLAN BASE UNE RD. PAVEMENT Mmake WIDLNING AND REHABILITAMON FROM VALENCIA AVE. TO MILLIKEN AVE. _T, APPROVED BY DATE' CITY ENGINEER /Wc�,CW RCE'. 24953 DESIGN PLAN PREPARED BY: RECOMMENDED PK CITY OF RANCHO CUCAMONGA JA(gr DRAWN 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 PK 11 OF 15 CHECKED R.C.L NO DRAWING NO. JD DATE FILE NO 1892 dp,�4a!50. Ile> 4'x8" ALUMINUM SIGN (0.080* THICK) PAINTED WHITE WITH 6m BLACK HELVETICA LETTERING AND COLORED LOGO. LINE SPACING SHALL BE 3". TYPICAL WORDING SHOWN, EXACT WORDING SHALL BE AS DIRECTED BY THE CITY. SIGN POSTS SHALL BE 4-XV, WITH 36- (MIN.) EMBEDMENT BELOW GRADE. 197' Ji, LIA .21 L� a 1 1 1. + u :Z IWE mumNEw ROAD, -"j ��j 0 w co cn 52 200' ED AND q)gi Ld A AdEkj;tj�JEM 0 30 -------- -- ----------- -------- ---------- 41 0 __lWKEN AVENU -- ---------- ------- (eO 33 CA 200 --- ---- d Of ... ... ....... -------- ---- -- J`PffM PARK PROO�CT --- 32 100" %� - 4M A I `T�_ _T: 00 1 Op 39 @DAW11) TYP. 51 10 Li 30 31 30 30 0. 30 u &TONATE ROM _1_07�QBC 15 '04 1509 12+00 13+-00----,-,, -------- --- -------- _t7+00--------- ---------- ------- 10+00 zi 1 ILJ 30 14+00 -----------_--_---_------- - N00005'05" ... N00038'16"E 18-- U) ............. -NILLIX-ENAVE.— ----------- J------- ---------- Li -------- ---- ------------- ...... -------- -------- ---------- —------- —- -------- -—-- --------- ............ ---------- ---------- ----------- --------- ........ ....... ....... ____ __,_ -A -------------- ------ CA Lij Lli 30 30 m NOTES: 0 09 1. SIGNS SHALL BE LOCATED AT WEST AND EAST END OF BASE LINE RQ 0 50 (A AND NORTH AND SOUTH END OF MILLIKEN AVE. AS DIRECTED 13Y THE C (4 Ek) CA ------- ---------- THE CONTRACTOR SHALL INSTALL THE SIGNS 7 DAYS PRIOR TO V) 70 2. - -------- ...... ------ ......... CONSTRUCTION. ---------- bu or 3. UPON COMPLETION OF THE WORK, THE SIGNS SHALL BE < z REMOVED AND DISPOSED OF BY THE CONTRACTOR. 0 0 IL (L > rn Z 54' 200' GRADE 0\ L__J L__J CONSTRUCTION NOTIFICATION SIGN 250' NOTES ------------ FOR LOCATION OF LOOPS DETECTOR ON MILLIKEN AVE. FOR THE PARK (3 ENTRANCE SEE THE TRAFFIC SIGNAL PLAN ON SHEET 15 d 200' 50' 0 0 ............... .....-------- 0 ---------- -------------f -:11: -7_11-1 - - __ --- -1 - STRIPING NOTES 0 - ------------- 30 an-c,�j!3 PAINT LEGEND SYMBOL OR ARROW TYPE IV (SAE.) PER CALTRANS REVISED ----------------- ------- .................... -----........... - ---------- ---------- ----- ------------ ------------------ --------- --------- STD. PLAN A24A AND A24D INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS). PAINT 4w SKIP 100 LJJ WHIM LANE LINE PER CITY STD. 133 39 v- 1009, 32 PAINT 8" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY SM. 133 42 33 PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. A20% DETAIL 39 W =00 ---- ------/�� ----------- —--------- --- ...... -------- -------- 22+�00-------- ocr-------- _25+0 0---------- _N00005FWFH� ------26+00 ....... 34 PAINT 60 SKIP WHITE BIKE LANE LINE PER CALTRANS STD. A20D, DETAIL 39A --------- 21-+Oo- -----27 --------_--- ------------ A— ------- > 0 35 PAINT 12" SOLID WHITE CROSSWALK LINE -------- 300 M AD AN A Lij -A ....------- ------------- ------- ---------- ------- ---- ---------- _rmw- -- ----A VE--- --- ---------- ---------- ---------- --------- --------- Lii __j 36 INSTALL R26(S) SIGN ON THE STREET LIGHT POLE 32 30 -0 1-5 M&L 340' TO BCR zm (A [-J-j 100, z 37 INSTALL (R18) BIKE LANE SIGN ON POST PER CITY STD. 401-B 38 m @��_ 30 38 PAINT 8" SOLID WHITE LIMIT LINE 31) 39 30 100, INSTALL CERAMIC RAISED PAVEMENT MARKERS (BOTT DOTS) SOLID WHITE Li Li 33 LANE LINE PER CITY STD. 133 El ------------ ---- -- -- ---------------- ______ 1: ------------------ .............. -------------- ...... ...... 0 U) - ------------- ----------------- .... .....------------ ---- ---------- --------- 157- ----------- ---------- 40 INSTALL R2 (50) SIGN ON POST PER CITY STD. 401-B U) ...... ------------ -------------- ------ ....... .............._ 41 INSTALL W41 SIGN ON POST PER CITY STD. 401-B OR STREET LIGHT POLE ------------- ---------------.... .... -------- 42 INSTALL MEDIAN EDGE LINE WITH TYPE "H* MARKER PER CITY STD. 133 _�E 43 PAINT 4" SOLID WHITE LANE LINE WITH TYPE "G" MARKER PER CITY STD. 133 eo ,N`71 44 INSTALL 36" Wl 1 DROP LANE SIGN ON POST PER CITY STD. 401-B R &��_45 REMOVE EXISTING SIGN AND POST AND SALVAGE TO THE CITY YARD 46 RELOCATE EXISTING SIGN AND POST ,w @��_47 RELOCATE EXIS11NG SIGN AND SALVAGE POST TO THE CITY YARD 48 INSTALL EXISTING R26(S) SIGN ON THE STREET LIGHT POLE 49 INSTALL EXISTING R2 SIGN ON STREET LIGHT POLE 50 INSTALL INDUCTIVE LOOPS PER LOOP DETECTOR PLACEMENT DETAIL ON SHEET 12 REMOVE AND REPLACE AFFECTED LOOPS PER LOOP DETECTOR PLACEMENT SCALE 1 =40' DETAIL ON SHEET 12 52 INSTALL Rl 8 SIGN ON POST PER CITY STD. 401-B OR STREET LIGHT POLE FOR SINGLE OR DUAL IW @- LEIFT TURN LMES ONLY 53 INSTALL BWE MARKER (WPE 1) PER CITY SM. 134 t-OF DOUBLE YELLOW LINE 54 INSTALL G7 (CENTRAL PARK WITH ARROW) ON TWO POSTS OR MEDIAN CURB FACE�, I LEFT TURN LANE REMOVE CONFLICTING STRIPING AND LEGENDS BY WET SANDBLASTING 0 5' 10, b t8wWHITE TURNING LANE LINE THRU LANE 0 l< 37 3 101 CD 41 33 30 35 ----------- 4!' LANE LINE -------Ln THRU LANE Lo- T_ C17Y 30 0 10, DESCRIPTION OF REVISION DATE APPROVED.- < Emmimm 30 tic w 0 z /Q42 =1 ------ - 757w, --------- --------- CITY OF RANCHO C'u"CAMONGA U) Li ----- ----- ....... ........297+00. ----------- - --------- 0+ 0 3 0+3 1.2 4 NOO 005t , t,4- LANE UNE OR 8"7' ------------ ------------ ---------- ----------* ----------- ---------- -------- - ----- TURNING LANE LINE > -A&- --_------ Ld 0 THRU OR RIGHT 10, TURN LANE STRIPING AND SIGNING PLAN z m MIL L It rEN A VE, vl&j 100, 39 < __% 5@ m, 2 MILLIKEN AVE, PAVEMENT -t Do$ l!_: �� 8 @K1 ,-TOP OF CURB FACE 04 REHABIURATION Lli Q*N Ljj 35 .......... ........ ------ ---------- ----------- --------- __TYP. 51,----- FROM BASE LINE RD. TO FAIRMONT WAY V) LOCIP DETECTOR PLACEMENT kD RUM 70 PLAN FOR DISTANCE 4tv ESS/ M XWMCE DETECTORS APPROVED BY. DATE: 200" if CITY ENGINEER CD /�lx_,61� RCE- 24953 DESIGN PLAN PREPARED BY: RECOMMENDED No. 24953 PK �i JA&,- m CITY OF RANCHO CUCAMONGA 0a Exp. 12-31-05 10500 CIVIC CENTER DRIVE DRAWN RANCHO CUCAMONGA, CA 91730 SHEET civl\- PK 12 OF 15 c Pm& CHECKED DRAWING NO. JD R.C.E. NO 1892 DATE FILE NO '52 DAM) f!l 2+00,10C31 5A310 - GENERAL NOTES GENERAL NOTES J��NT. 31 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE Id AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PR VISIONS. CASE 1 7. VEHICLE INDICATIONS SHALL BE 12 PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL SECTION "R" CAB. OF DOUBLE YELLOW LINE 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPEC- EXCEPT AS SHOWN. OR MEDIAN CURB FACE�, FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM Id -T- 1, PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT, PROVIDE CIRCUIT BREAKERS FOR SIGNALS SIDEWALK ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER R C A B LEFT TURN LANE C"41 F 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL 0 SIDEWALK t> 1 114 . T- 30' 15' 10' WORKS CONSTRUCTION, 2000 EDITION WITH LATEST AMENDEMENTS. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON, C in 0 V) 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION $ CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED t8"WHITE TURNING LANE LINE--,, SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- THRULANE < STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONENUMBERS 2FW SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE -j UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10 0 ARE NOT SHOWN ON THESE PLANS. 0 CN (CONTACT ANDREA WONG) (909) 357-6240 CASE 2 SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON (800) 422-4133 SECTION R TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 CAB t 4 LANE LINE LAYOUT, CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 THRU LANE (D (WATER AND SEWER) SIDEWA�� C1,11 F UNDERGROUND SERVICE ALERT 800 422-4133 z R" CAB-.�/ 0 SIDEWALK 10 F- ------------- => P-4 PLAN SECTION __j cr_ 0 t 4" LANE LINE OR 8"-,,,f 0 TURNING LANE LINE < CURB -:,-1- .1 ---- -1------- ... EXIST. C & G V) I — Cn THRU OR RIGHT 10' 0 E.C.R. .0------------------------------ TURN LANE (0 CASE 3 2' to It SECTION R 5 0 _R I-- I 6Y2 8" LIC- 61C V", CAB P0 _ Nt SIDEWALK TOP OF CURB FACE < A- 01 Cj I- "B -I - tj --T— J_VARIES 0 0 PLAN SECTION ' E " li IJETAIL TYPE R CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE 1 1 . S . N . S . LE / IN PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD) Now-low TO ADVANCE DETECTORS REMOVABLE STEEL CAP 81-0" ARM LENGTH CE ago 60" SEE 48" ?L "SIGN TABt'-------?, DETAIL 12' R U F"' L A N S F R T H E C"' 0 INS T R U C-N-/ T I O\ IN' 0 F F 4-1 +-fit TRAFFIC SIb` NALS AND SAFETY LIb`\ HTI1`Nb/` 1211 Y) T ` E " D CEIN' TRAL PARK E " TRANU/ COUPLING AT BASE LINE ROAD AIN 2 BOTTOM-FOR 121 G SIGN WIRING MILLIKEIN AVEINUE AND UENTRAL PAR '[/\/ ENTRAI"Nu` E 69-Olo (NIPPLE & OPTICAL DETECTOR OR 6", r— CONNECTORS 89-0" (` U M N A NOTE: LB CONDULET, STO CABLE, HANGING BY OTHERS) I IN I- HE CIT Y 0 F R A 'N' C` H 0 C U U 12 HARDWARE & SIGN BY OTHERS GA MAST-ARM MOUNTING CLAMP ARM TUBE SIZE ---- GENERAL NOTES (PELCO No. AB-0155-L, LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONS. AB-0132-L, OR EQUAL) 8'-1-0" SHAF7T-'-----,----Is-t--e-l-,o—f-4--8,000 psi minimum yield after fabrication 2 3/8" x 3 1/2" x 11 GA. DETAIL A 0 BASE PLATES 1ASTM A-35 Steel ASTM A-36 Steel & FLANGES BACK CLAMP STM A-36--53 Grade W/4 BOLTS MATERIAL S-PE—Cl-FIC—ATI—ON-S----'---------'-'------i- MAST-ARM (ASTM A-307) I ------- j T6und flush with base metal LONGITUDINAL JAII welds sholl conform to AWS D1.1 weld SIGNAL POLE WELDS specifacation DIAMETER AT 24' ABOVE FINISH COATING FINISHED GRADE STRUCTW Hot dip galvanized per ASTM A-123 EMERGENCY VEHICLE PRE - EMPTION galvanized per ASTM A-153 DESIGN CRITERIA DETECTION ASSEMBLY R CLAMP '-9—TRUCTURE---&--- In---accor—dance-w-W—thi-—SpeCi Ci�o—fio6lo—r-�-trTcfu-r—al N o. REVISION APPR. DATE 4 HARDWARE Supports of Highway Signs, Lurninores and FOR MAST ARMS Traffic Signals. AASHTO 1994 N H U` I CITY OF RAN " (` UCAMOINU V—LDING- —t—In '-ac—co—rdo—nce-w—ith-�-Fhi--"Sp—eci-fi-c'o-ti-o-n--for—Str�u—ctu-r—al- 1 1/2" DIA. ISupports of Highway Signs, Luminares and -` A F F I C S I G NA L P L A INN' DEBURRED Traffic Signals. AASHTO 1994 T R SIGNAL POLE HOLE IN CLAMP 71% DIA. HOLE IN 16 "ILLI "'E" AVE, A I'ND C E[\IT R A L PARK EI`\ITRANU/NE 3 CLAMP SUPPLIED WITH A TYPE "F" CE ARM M K 1� 31 -9- -16UNC BLUNT GENERAL INFORMATION AND DETAILS POINT TAPPING 3" SCREW (PILOT HOLE RAD (HOLD) APPROVED BY TO BE FIELD AS REQ'D' DATE ss�0441, CITY ENGINEER A::::A-1-1(y,(r1jA( R.C.E. NO 24§53 DRILLED) NOTCH OR DRIL 1" DIA. HOLE Z RAD. FO& FOR DRAINAGE W/GROMMET 4 T -1 A IIS T11V-F0 ZIS T ASS 0 014 TES DESIGN RECOMMENDED _C*j INC. IN POLE No. -2�' DIA. JA (FIELD DRILLED) 16 21 DRILL Exp.9!3101 05 TRAFFIC EN NEFRIN 0 A ND TRA N SP 0 R 7A TI ON PZ A NNIN 0 CLAMP DETAIL SIGN TAB D ETAI L 2020 NORT TUS I No ,_AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 7 / 667-0496 FAX (714) 667-7952 CIV\ TELE,PFf JA 13 15 e0F C HU/ RIZUINTAL IISIN' S MAST ARM DATE: 6o CHECKED DRAWING F NO. JOE'E. Fq�fT' RCE 20258 EXPIRES 9-30-05 AFA File: 207.036 BASE-DETAIL.DWG 8:50 AM 06/24/03 1892 POLE SCHEDULE POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION M. A. 1.1.S.N.S. NO. TYPE HEIGHT M.A. WATTS VEH. M.A. PED. PHASE ARROW "B" Of E f) #Oct) LEGEND PHASE CAENT"Lmy PARK See Detail on Sheet 1 DIAGRAM 19-4-80 30, 30, 15' 200 SV-1-T 2-MAS 2t 3' Central Park All llirw"NCE 1-A 7 TP-2-T 22' 4' 03 15 30 15' 200 SV-1-T -2 - 3 15 30' 15' 200 - 10' 3' 15 30, - 15' 200 SV-2-TB SP-1-CS 6 -------- - 01 02 03 04 0 3' L ---------i ----------- 29-5-80 30" 50' 15' 200 SV-2-TD 3-MAS SEE PLAN 5,5 Central Park 19-4-80 3 0' 25' 15'** 200 SV-3-TB MAS SP-1-cS.j 4 SEE PLAN 5.5' Base Line Road 13' 13' 13' 13' INSTALL AT 90 DEGREES TO SIGNAL MAST ARM ALL EQUIPMENT NEW I.I.S.N.S. ARROWS SHALL POINT WESTERLY 05 06 07 08 1 z z Uj I I n *** 1.1.S.N.S SHALL BE ONE SIDED FACING NORTH WITHOUT BLOCK V-) Uj z M -D NUMBER AND SEPARATE SUFFIX LEGENDS BUT WITH STD. R.C. LOGO __j C) < LIJ IL 4 _j F-- C) z: (f)i LLJ CL (D LLJ 0 > j Q < C4 z: n I& < 4"PVC-CONDUIT W/PULLROPE 01 __j __j m > FOR FUTURE ONSITE F.O. SYSTEM __j < cr- < SEE STREET PLANS FOR DETAILS 0 Ir- 2"C,4#10,2#12 Ll- 0 3 2 F-- w 0 0 cr_ w 2 5 CL Q 4 7 8 1 1V2"C, 1DLC N 4 SCE EASEMENT LO 1!/2"C, 1D1,C L0 -5� INS N 11MONNII—Ill INS 0�INS -—–—-—–—-— ------ CV) E 11106P //06P Z 05 06 PVC-CONDUIT WITH 0 4 P KNETIC VALVE 24SMFO CABLE 4 ------ 06 E5 3-E-06 3 Q0 6 Nam.— Nt 106 JOINT TRENCH a 257' TO LIMIT LIN camp dEw Nil03 1-W-05 2-W-05 05 All 257' TO X-WALK I1p---"'2" PVC-CONDUIT WITH qr I IN C\4 24 SMFO CABLE < "s 0 2 < DO-2 10�5 R 0 2 -00*+— - -- - ---- EX. 2",3",4" PVC 3-W-02 04 04, —-—-—------- FO SYSTEM CONDUITS 04 EX. 271,3",41$ PVC FO SYSTEM CONDUITS ------------ -tII1 INS—-—-—- III -—-—-—-—- ...... ir I IT 1 !/2 C, 1 D L C 02 02 1 !/2"C, 1DLC 2"C, 5DLC Z- - . '. I 48 55' 8 DETECTOR SCHEDULE BASAE LmvINE ROA am"' 6 ) CONTROLLER SENSOR CHANNEL DETECTOR INPUT 1 1-W-02 (2) 2 NOTES. 1 2 1-4-04 (1) 4 CONDUCTOR SCHEDULE 1 1-W-05 (1) 5 AWG SIZE WIRE A A FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 ASC/2S-2100 2 STD PHASES A Z�L Z� Z� CONTROLLER ASSEMBLY, DETECTOR SENSORS AND AUXILIARY 2 1-E-06 (3) 6 OR CABLE TYPE Z-L Z±-� Z 8 \ 1 2-W-02 (4) 10 EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO BE 3 2 2-N-04 (3) 12 12 WIRE 06 04P B 1/0 1-/0 1/0 1/0 1/0 1/0 1/0 DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. T-B—-------- — -- -- CONDUCTOR 04P,06P 1/2 1/2 1/2 1/2 1/2 1/2 1 2-W-05 (3) 13 /06PPB -- El FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE 4 2 2-E-06 (4) 14 CABLE 04 - 1/0 1/0 1/0 1/0 1/0 PER STD, DWG. No. 407 AND SPECIAL PROVISIONS. 11-#14 1 50A-SP CIRCUIT BREAKER METERED SIGNAL 5 3-WO2 (2) 18 1-#12 2 3OA-SP CIRCUIT BREAKERS UNMETERED LIGHTING 2 3-N-o4 (1) 20 05,06,06P /06PPB 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. 1 3-E-06 (2) 22 2 4-N-04 (3) 28 02,04,05 2/0 2/0 2/0 2/0 FURNISH AND INSTALL SINGLE INPUT/SINGLE OUTPUT EMERGENCY VEHICLE 2/1 PRE-EMPTION DETECTOR, WITH PHASES AS SHOWN. 02,04,06,04P /02PPB 2/1 �/l I EVP 06 EVP 3 3 WIRE 7* 2 EVP 02 & 05 EVP 4 CONDUCTOR INSTALL R96 SIGN AT 7' ABOVE FINISHED GRADE ON POLES, 1 'PRE EVP 5 CABLE 2 EVP 04 3-#14, PPB) CONSTRUCT 6' X 20' - 4" THICK PCC PAD ON COMPACTED NATIVE AROUND TOTAL 1/0 2/2 3/2 3/2 1/1 4/1 8/4 '8/4 8/4 PROPOSED SIGNAL AND SERVICE CABINETS. EVP DISCRIMINATOR --- —1� N 0. DESCRIPTION OF REVISION DATE CITY #12 IISNS 2 2 2 2 2 2 2 2 - 1APPROVEC #10 LUMINAIRES 2 2 2 2 2 2 4 4 - A I —\ 11 U Underground Service Alert EVP CABLE --------------- 1 1 1 1 2 3 3 3 CIT OF R / /--'\ U " AMON GA- 24 SMFO INTERCONNECT CABLE - 0 r-= OTIM m1ww mw-w'C" S I Go"N 'Am L wP LAN )RE o 02 - - 3 3 3 3 3 1w I Call. TOLL FREE TYPE 04 - -- - - 4 4 0 - 4 4 4 Nc B - BASE LINE ROAD AND C) 1 -800 05 2 2 2 2 2 422-4133 DLC 06 - - - 2 3 CENTRAL PARK ENTRANCE 'ROFESSio, APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG DAT A% CITY ENGINEER R�C.E. No. 24953 7 C12 DESIGN RECOMMENDED INC LAJ No. AL1Sj1l1)W'-wF011ST ASS04 41 "I ft 24953 22M J.A. 7RAFFIC ENGINfERINO ANO TRANSPO�fi` 7 'T,4 N N IN 0 TOTAL 4 4 5 5 TION P 4-� 9 12 QVI ............ OF C kL — A, CAL-IFORN-I','A`,,9��,,05-7827 DRAWN SHEET 14 PERCENT FILL 12 25 25 25 20 23 2—3 7—4 -74 2020 NORTH TUSTIN AVENUE SANTA AN A'X" -7952 OF 15 SHEET TELEPHONE (714) 6&7-0496 F �-I'-(71,4 66 7 J.A. CONDUIT SIZES 2 V2 2 1/2 3" 3" 3 3V2" 2-3V2" 2-3!/2" 2-3!/2" - - -------- DATE: CHECKED 3/-0,5, DRAWING No. I! JAMES J"--A-&DERSON, RCE 22863 EXPIRE 12-31-05-,, ' AFA File: 207.036 BASE-CEN-PARK.DWO 1:52 PM 07/15/03 t 4=, > > --------------- .............. ...... POLE SCHEDULE POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTING PPB POLE LOCATION 1.1.S.N.S. N 0. TYPE HEIGHT M. A. M.A. WATTS VEH� M.A. PED. PHASE ARROW "B" "Elt $$C�l LEGEND See Detail on Sheet 13 PHASE DIAGRAM 1-A 7 - - 2**** SEE PLAN 5.5 29-5-80 30' 50' 15t 200 SV-2-TD 3-MAS SP-1-Cs 2 SEE PLAN 5.5' Central Park CAENT"L PARK U3 19-4-80 30' 25' 15t* 200 SV-3-TD MAS - SEE PLAN 3t Milliken Avenue 26-4-80 30' 40t 15$ 200 SV-1-T 2-MAS SP-1-CS - - 18' 6) Central Park AFNT"NCAF 01 02 03 04 15 30' 15$ 200 4 7 - 3' L------ _______j 36' 361 15 30' 15' 200 SV-1-T SP_1_CS 4 - 12' 3 r-7 15 30' 15' 200 SV-2-TB SP-1-CS 2 11' - 3' 1.3' 13' 13' 13' 1-A 7 2**** 9 17 INSTALL AT 90 DEGREES TO SIGNAL MAST ARM 0 ALL EQUIPMENT NEW z: 05 06 07 08 M I.I.S.N.S. ARROWS SHALL POINT WESTERLY __j _j Uj I.I.S.N.S SHALL BE ONE SIDED FACING WEST WITHOUT BLOCK SUFF ix __j NUMBER AND SEPERATE"'LEGENDS BUT WITH STD. R.C. LOGO. V) < F- q V) �__ 2: **** TOP MOUNTED PPB FOR EQUESTRIANS >_ Cn Uj 0 1 V2"C, 2DLC Uj < < Uj > bj < => i�6 n- < 7 Lij 0 ry- 5 C4 Li- 0 < F-- Uj 0 SCALE: I"=::20' CL 7 0 ry Uj 2 Co c1q 3 z: 0- m 02 2 6 N C5 FIBER OPTIC EQUESTRIAN TRAIL ---------- 1 V2"C, 1DLC t / 1V2"C, 1DLC G'�N Sir E 0 6 ----------------------------- ------------------- 04 4 1w,- - ____' _�q c-E PJD, mmm..� C3-- 7 03 VERIZON 4 --- -------- __2_)wC`_4#1 F2' 6 4 3-N-04 04 3 RS 7_1 64 04 25-7-r-TO XWALK OWN=P a 2"C,2-12 PAIR #19 SIC--"� Li domw # -;I- low 1-S-03 2-S-03 03 R R 1 G7. 257' TO LIMIT LINE 00 JOINT TRENCH 00 p 08� moo 3 10�,_3�+O 8� I A 1 02 02 0 2 8 r-\ 04 02- LO 2 P 01 --------- 0 :1 1V2"C, 1D J1 LC 1V2"C, 1DLC 11/2"C, 5DLC ------—-—-—-—-—-—-—-—- tot! DETECTOR SCHEDULE EXIST. 1 1/2" C, INSTALL 6 431 61' 8$ E X I'S T. 1 1/2"C$ 6 1-12PAIR #19 SIC TO THE BC INSTALL 1-12 PAIR #19 SIC 6 6 CONTROLLER AT BASE LINE CONTROLLER APPROX. 1130' AV AM SENSOR CHANNEL DETECTOR INPUT s4fA IL mr fKA EN ,JAm VA fe 1 1-W-02 (1) 2 2 1-S-03 (1) 3 NOTESm. 1 1-N-04 (3) 4 CONDUCTOR SCHEDULE 2 2 1-S-08 (3) 8 A A Z\ /A\ A A AWG SIZE WIRE FURNISH AND INSTALL 8 PHASE NEMA TYPE 90 ASC/2S-2100 1 2-W-02 (3) 10 OR CABLE TYPE STI) PHASES 2 3 4 /5\ Z7\ CONTROLLER ASSEMBLY, DETECTOR SENSORS AND AUXILIARY 3 2 2-S-03 (3) 11 ZL EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO BE 4 1 2-N-04 (4) 12 12 WIRE /02PPB 0/1 0/1 0/1 0/1 DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. 2 2-S-08 (4) 16 CONDUCTOR 02,03,08,02P /02PPB 1/1 1/1 1/1 1/1 1 3-W-02 (1) 18 CABLE FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE 5 02,04,08 - 1/0 1/0 1/0 PER STD. DWG. No. 407 AND SPECIAL PROVISIONS. 2 3-N-04 (2) 20 11-#14 04,04P - - 1 50A-SP CIRCUIT BREAKER METERED SIGNAL 6 1 3-S-08 (2) 24 1-#12 2 30A-SP CIRCUIT BREAKERS UNMETERED LIGHTING 2 4-W-02 (3) 26 /04PPB - 0/1 - - 0/1 0/1 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. 7* 1 SPARE EVP 3 02,02P /04PPB - 1/1 1/1 - - 1/1 1/1 SEE EDISION PLAN FOR LOCATION OF SERVICE CONDUIT. .A 2 EVP 02 EVP 4 03,04,04P /02PPB 1/1 1/1 1/1 - - 1/1 1 FURNISH AND INSTALL SINGLE INPUT/SINGLE OUTPUT EMERGENCY VEHICLE -41 1 EVP 03 & o8 EVP 5 3 WIRE PRE-EMPTION DETECTOR, WITH PHASES AS SHOWN. 8 '1' 2 EVP 04 EV CONDUCTOR /02PPB 0/1 0/1 0/1 - - 0/1 0/1 POLES & EVP DISCRIMINATOR CABLE INSTALL R96 SIGN AT 7' ABOVE FINISHED GRADE ON� (X) LOOPS PER CHANNEL 3-#14, PPB) TOTAL 1/2 2/3 2/4 1/2 2/2 5/6 5/6 CONSTRUCT 6X 20 4" THICK PCC PAD ON COMPACTED NATIVE AROUND #12 IISNS - - - 2 2 2 - PROPOSED SIGNAL AND SERVICE CABINETS. NO� DESCRIPTION OF REVISION APPR. DATE A #10 LUMINAIRES 2 2 2 2 2 4 - INSTALL 1 1/2" CONDUIT WITH #6 PULLBOXES AT MAX. 600' ON CENTER AND I T Y ON F R A INC H 0 C U U"" A M 0 A EVP C I ABLE - - - 1 2 3 3 F±1 WITH 1 - 12 PAIR #19 SIC. TO THE CONTROLLER AT THE INTERSECTION OF Underground Service Alert MILLIKEN AVE. AND FAIRMONT WAY APPROX. 850'. 1 2PAIR.,,21 9 INTERCONNECT CABLE - I - - - - I - - W Aw 02 - 4 001MO'How" SUGN Am L P LAN 4 4 1 1w Call: TOLL FREE TYPE 03 - - - 2 2 _2 MILLIKEN AVENUE AND B 1 -800 04 3 3 3 3 3 422-4133 DLC 08 - - - 3 3 3 CENTRAL PARK ENTRANCE APPROVED BY: DATE- _41911") L TWO WORKING DAYS BEFORE YOU DIG CITY ENGINEER R.C.E. No. 24953 F0 AIIS TIN-FO IIS T ASS 0 CIA TES, INO. DESIGN RECOMM ED J.A. 20258 7RAFFIC Z-N ERINO ANO TRAN5PORTATION PZANAIINO JE� - TOTAL 3 3 7 - 5 12 12 0:: WA-30-05 2020 NORT TUSTIN ENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 15 PERCENT FILL 19 19 25 17 22 20 19 CIV TELE 71 7-0496 FAX (714) 667-7952 J.A. OF 15 CONDUIT SIZES 2 V2 3 3" 2 V2" 3" 2-3V2" 2-3V2 OFC D A T E: "'�rb CHECKED DRAWING NO. AFA File: 207,036 BASE-CEN-PARK.DWG 8:42 AM 06/20/03 )Af"fR E 20258 EXPIRES 9-30-05 e=- -4,892 ............... 7N" "C xxx V_ q2- CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shall furnish the following items at no cost to the Edison Company. Southern California Edison Company has attempted to correctly show all existing utilities and substructures in the vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location will not be a basis for a claim for extra work, and the contractor shall be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS-1. TYPICAL HANDHOLE INSTALLATHIN 2. CONDUIT: a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. (PARKWAY) c. Contractor Is to furnish and Install approved conduit to Edison specifications per UGS-100.1, 110 AND 120. d. For the type of conduit for this job, See UGS-110.1. e. Install all risers per UGS-160, 161, 162 and 170. f. Cap all mainline conduits per UGS-148 and service conduits per UGS-150. g. Install blank conduit plugs in all conduits terminating into Vaults, Manhole�s, PMH's, SOE's & all cap locations, per UGS-180.1 & UGS-180.2 h. Install pull rope in all conduit runs. Pull rope to be 1/4" polypropylene or polyethylene rope, braided AIILLIKENAVE or twisted. For specifications, approved makes, and suppliers, see UGS-40. LIFTING EYE(2) I. All conduit must be mandrelled with the approved mandrell UGS-197. BOLT HOLES(2) 3. CONDUIT RADIUS REQUIREMENTS: SPRUCE AVE. a: The minimum radius for bends are: ROAD 36* for conduits 3" in diameter or smaller BASE LINE 48" for conduits 4" and 5" In diameter ..... 60" for 6" diameter conduit e minimum ra ius or a sweeps a a main ne con u s is - un ess no a e e 4. CABLE-IN-CONDUIT(CIC): EXTENTION ALL COVERS TO BR IDENTIFIED a. Minimum trench width is 24" inches. WITH b. Minimum cover is 42" inches. 'EDISON' IN 1/2' (MIN) BLOCK c. on roc r 0 pro e renc , con u s eeves requ re , oc , an compac on. e re excova ng RECESS LETTERS, DEER CREEK HANNEL trench, contact Edison Inspector for CIC installation coordination). Edison will install CIC in trench. KNOCK OUT d. Contractor shall provide sufficient help during CIC Installations to maintain a clean trench, free of rock and <FOUR REQUIERD) TYWI& C*VW BASE LINE other debris. a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of Edison conduit or structures. b. All excavations shall be in accordance with the California State Construction Safety Orders (when applicable), 7YWJL ASM&Y Edison specifications, and all governing local ordinances. c. Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, and/or imported backfill, when required. e. Backfill with a MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes per UGS-30.3, Par. 6.4 and around PMH's within one foot of finished grade, per UGS-590.1. GRADE COVER f. Backfill, per Edison specifications, shall immediately follow CIC or substructure installation. At no time shall CIC be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement. 7A Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free". If existing backfill does not pass through a 1/2" screen, place imported sand 3" below and 12" above Edison A MAP mi cables. After this point, no rocks larger than 12" diameter are permitted. INDYE h. All backfill shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed .................. ::4* NOT TO SCALE Q:: PLUG OR CUP In a manner that will not damage the conduit or substructure or allow future subsidence of the trench or LOCATE CONDUIT ALONG CONDUITS structures. A NARROW END OF HANDHOLE. (SEE NOTE #4) 6. PAVING: Repaving, where required, shall be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shall establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptible to Edison. I'TYPICAL ALL CONDUITS. 7. STRUCTURES: a. All substructures shall be constructed or Installed to Edison specifications, b. Install protection barriers per UGS-830 when required in areas exposed to traffic, per Edison Inspector. c. All conduit lines and concrete floored substructures shall be water tight. COMM LMTM CRESHED ROCK 2' TYP, T-3' T (MIK) d. All grounding materials shall be furnished and installed by the Contractor. DIRECT BURIALTYPE CONDUIT OR HD SEE #2 8. RETAINING WALLS: 36' (MIN) RADIUS BEND, When required, retaining walls shall be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24" above the pad surface at a distance of 5 feet from the some, or in areas subject to erosion. Design and installation must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. SECM A-A 9. PERMITS: All permits necessary for excavation shall be provided by the Contractor/Developer. 10. ACCESS: Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the loading or unloading of equipment. 1. SEE UGS 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE. 11. SERVICES- 2. RADIUS ANGLE MAY BE REDUCED TO LESS THAN 90- PROVIDING THE PROJECTED a. Meters and services shall comply with Edison Electrical Services Requirements. CENTER LINE OF THE CONDUIT CLEARS HANDHOLE OPNING. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 3. TWO HOLE DOWN DEVICES TO BE SUPPLIED WITH EACH HANDHOLE. STREET LIGHT POLE 4. ALL CONDUITS SHOULD BE INSTALLED WITHIN THE SHADED AREA. 12. LOCATION: a. The location of excavations and structures for Edison shall be as shown on the working drowiing. No deviation from the planned locations will be permitted unless approved by the Edison Inspector. See UGS-1, Par 2.2. P301 REV.03/26/01 b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the Contractor. See UGS-1, Par 2.3. 13. Contractor is to verify location and widths of all sidewalks and driveways prior to street light installation. See UGS-175.1, UGS-175.2 and UGS-175.3. 14. SURVEY. 8'-6" SIDEWALK Surveying of street improvements, property comers, lot lines, finished grade, etc., necessary for the instal- lotion of underground facilities must be completed and markers or stakes placed prior to the start of the In- stallotion. In addition, Developer shall maintain the markers during the installation and inspection by 210 FRWY Edison. Grade and property line stakes must show any offset measurements. 15. COORDINA11ON AND SUPERMSION: The Developer shall provide supervision over and coordination among the various contractors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, re- < p acem n, r oca ion, or a er c rrec I 4r- A .. . . �f . :.A. supervision or to otherwise comply with these specifications. %A A A LEGEND OF CONDUIT S I MBU10%LS Z _,4 .4 UJ 16. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company (CONVENTIONAL U.G.) _J A 4 and/or other utility. Any questions concerning details of their installation should be referred to the company �A 1-4 concerned. Id EDISON A 1 17. OWNERSHIP: 10' MIN. SEPERATION BASE LINE ROAD Developer is to deed to the Edison Company all structures shown hereon execpt those shown as customer owned. NO.CONDUIT REQ'D. -4-SIZE OF CONDUIT NOTE: 10' MINIMUM TRENCH SEPARATION --4--LENGTH OF TRENCH .. f 1 18. WARRANTY. RUN NO. A REQUIRED BETWEEN TRANSMISSION AND Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants' obligations herein are free from defects In workmanship and are In conformity with Southern California Edison A DISTRIBUTION UNDERGROUND SYSTEMS. .A This warranty shall commence upon receipt by Applicants of Companis final acceptance q.1 A Companys requirements. TRENCH TION and shall expire one year from that date. Applicants agree to promptly correct to the Company's satisfaction TYPE OF FACIUTY JOB LOCATION and that of any governmental agency having jurisdiction and at Applicant's expense any breach of this warranty (CIC OR DB.) ------- which may become apparent through inspection or operation of underground electric system by Company during this RUN NO. C --*-LENGTH OF TRENCH warranty period. 19. INSPEC11ON: STRUCTURE 21-0" Inspection is required during the construction period. A 48 hour advance notice of intent to start construction STATION Is required from the contractor to the Southern California Edison Company. Standards of Edison construction STA. it STREET LIGHT requirements are available upon request. FOOTING XW 1��STATION NUMBER S NOTES: 30-6" 10 FRWY Contact Underground Inspector: MARK ELSDON Phone: 909-357-6551 STREET LIGHT LIST OF MATEORHAL 1. Footage quantites are approximate. -It TRENCH TRENCH ZZ VICIN'UTY MAP Dev. Rev. 11/20/96 we SIZE OF CONDUIT 2. Where reference is to an item not detailed, DISTRIBUTION TRANSMISSION NOT TO SCALE NO. OF CONDUIT REQ'D. [EDISON CO.] see separate description list. 3.. This list provides a summary of major items. RUN NO. -a-LENGTH OF CONDUIT RUN SEE UGS SECTION INDEX Mere conduits are picked FOR REFERENCE DRAWINGS TRENCH AND STREET LIGHT FOOTING DETAIL up or intercepted, contractor STREET UGHT NOT TO SCALE to mandrel and install pull UNDERGROUND SERMCE ALERT TRENCH rope from terminal to terminal. 0% QUAN. UNIT DESCRIP11ON SIZE ITEM NO. REF DWG. REV. DATE: 1.t500-227-2.600 TYPE OF FACIUTY LENGTH OF ADDITIONAL. 7 EACH HANDHOLE 13% 24% 24" IRENCH REVD. It Cdl USA RUN NO. 9 EACH HANDHOLE 1OX x 17 x 12" HH-1 UGS-200 Existing structures shown on this For Un&nmnd Loicating STREET UGHT drawing contain energized cable 2 Working Days Before You D1g STATION and equipment. Entering struc- ture or breaking thru wall to be STA. done ONLY under supervision of AM STA11ON NUMBER Edison Co. personnel. EDISON NO.CONDUIT REQ'D. -0-SIZE OF CONDUIT REFERENCE RUN NO.----i-- _*_40ENOTES CONDUIT RUN CONTINUATION 10 X" FOLLOWS: ILK -00" ""a R CONSTRUCTION INFORMATION RUN NUMBO" CALL STREET UGHT PLAN SHOWNG PROPOSED MAINLINE CONDUIT CONTRACTOR ELECTRIC UNDERGROUND LAYOUT NO. OF CONDUIT REWD------------ --*-SIZE OF CONDUIT FOR CUSTOMER INSTALLATION SERMCE CONDUIT COST PILUSE] FIRM 1:1 DEV,1:1 DENOTES CONDUIT RUN CONTINUATION REFERENCE RUN NO. MEMO OR CONSTRUCTION INFORMATION STREET LIGHT CONDUIT INCLUDES PERMPAVING YES[:] NOE] POLE THIS PLAN APPROVED AS TO LOCATION PERMIT NUMBER STATION GUTTER GRADE GUTTER GRADE GUTTER GRADE AND TYPE OF ELECTRIC SUBSTRUCTURES D84: Rev. 10/20/97 (��STA. Developer DATE STAR ED _STATION NUMBER DA E C 7T INO SCALE) l (NO SCALE) 11NO SCALE) Address ANY OF ABOVE SYMBOLS D INSPECTOR FOLLOWED BY A Z Z D4: Rev. 10/10/96 F__4 Z Telephone PRECASTER CONDUIT 00 C) DISTRICT PLANNER W.O. J.1. NO. A. N 0. CSD 17 NO. 3* 3# L3# 3A' L3# GREG KLOCK 6630-4107 3-4088 FOOTHILL I CONCRETE PRODUCTS4 Jig 119 Dwg./Rev. Developer's Signature Date FOREMAN THOMAS BROS. PG. INVENTORY MAP NUMBERS DIST. SKETCH NO. I PERIOD ENDING TRUCK NO. CSD 13 NO. oe_ I >: Precast concrete Item complete with necking,cover,and Original SB PG 573 D6 SB. CO. 226-2133-0 0 I r1r, inserts may be obtained from any of the following 3' 31 TLM: Y Y - BY-PASS EXISTING GRID NO. ASSOCIATED W.O. DENOTES THE FOLLOIMNG: approved manufacturers. YI -1 .:. I%% E E .%% I I I Rev. CSD 2 CSD 140 CHECKED-%LOAD f :-,..W.v, .%% 1 11 4 1 1 REQ.'D. N N CODE CHANGED TO Cn V EARTH -X I �t DB CONDUIT \MTHOUT ENCASEMENT IS CUSHION EARTH Rev. - 3 PROPOSED CONSTRUCTION (LOCATION) ACCEPTABLE FOR PORTIONS OF TRENCH JENSEN PRECAST CUSHION WITH ONLY ONE OR TWO CONDUITS. 3' - 2 M 14221 San Bernardino Ave., Fontana, Calif. 92335 Rev. C�o Phone: (909) 350-4111 & 5ffJV Z&A 4ff A SEMI-ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY TYPICAL CEINDUIT BANK SECTION TYPICAL CONDUIT BANK SECTIGN TYPICAL C NDUIT BANK SECTIDN CHANGES IN THESE PLANS VALL REQUIRE CiLPLM apl�IC/DL 7Z22ZO �RANCHO CUCAMONGA),, J. AMEZCUA 08/11 03 ap0cL 3 THREE OR FOUR CONDUITS. LMUTY VAULT CO. SHOWING DIRECT BURIAL SHOWING SEMI-ENCASEMENT SHOWING FULL ENCASEMENT AN ADDMONAL 4 TO 6 WEEKS AND I SHEET DWG. NO. 10650 Hemlock Ave., Fontana, Calif. 92335 REV. APPROVED BY DATE CHECKED BY DRAM BY DAM SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR CUSTOMER WILL BE CHARGED IN ADVANCE FULL ENCASEMENT IS REQUIRED FOR Phone: (909) 350-2675 FEWER CONDUIT FEWER CONDUITS, MORE OR FEWER CONDUIT 1 4 0%3� `#%4 M MORE THAN FOUR CONDUITS. (909) 428-3700 2 CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS REQUIRED FOR MORE THAN 4 CONDUITS FOR RIE14"AUES7ED CHANGES. SWTHERN CAUFORNIA EDIISON COMPANY OF. 4u D1 8: Rev. 12/1/00 D41: Rev. 10/04/00 D811 Rev, 111/98 D73t Rev, 1/1/98 D72i Rev, 12/1/00 D26: Rev. 11/20/96 Existing structures shown on this drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. HANDHOLE No. H652A EXIST. VAULT No. V5337651 13 X 24% 24" (CONCRETE) 7'x 1 4'x 8' HANDHOLE No. H652D HANDHOLE No. H652C HANDHOLE No. H652B 13 X 24"x 24" (CONCRETE) 13 X 24% 24" (CONCRETE) 13 X 24% 24" (CONCRETE) VJ7 ff11L_AffEjV 24 120' 60'- - 60' C*4 t 6 r1l 1 3 1 3 1 3 1 3 1 3 0 12 0 100 0 178 0 213 0 194 1 11 0 224 H652A TO B652 TO H652C To H6528 TO H652A TO SL222E H652A H652D TO H652C 0 12 H652B H652E 0 12 H652D 0 12 H652B TO H652D TO H652C TO SL223E SL225E SL224E 'q- C:)Ld C:) UNDERGROUND C4 04 EX. 2-3" (29') + +C-4 + + C) C:)(N TRANSMISSION Cn V651 TO B652 0 Ul) LO LO r- n Uj r'- 0) CD K) in CD to LIJ n UJ + +C-4 C:) C)LO CD — .d- r- 00 Cq 0 + +04 + +04 C) -d- ,J-N 'LO N to C) _04 Ln rn 'C-4 LO S.C.E. EASEMENT Ln E 7- Er-T E E _1- -- 01P ^6 E E LO C") C) to K) + C%4 + C) 52 C:) 51 49 50 +_ AN 48 4 4 45 46 4!7 STA 9+92 cAMILLIKEN AVE. H6502A S T( rH652D f5 2 L222E TC C TC SL225E SL224E to juj C:) 00 .17 ROj4jO C'ej tR4 G G ----------- _j n 49' 60'-- Existing structures shown on this drawing contain energized cable and equipment. Entering struc- V ture or breaking thru wall to be J67 done ONLY under supervision of jV1Z.Z_M7jFjV 24 Edison Co. personnel. EXIST. BTE No. B5337652 42" 1 D X 6' (CONCRETE) UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA W--q jr%,I A~ O"Uk "r 1-800-227-2600 III mll M. - Ilk I Eli 3 IN Call USA An ED,ISON INTERNATIONAL Company For Undwground Locating 2 Working Days Before You Dig 1 00 SCAM IN - FT D.10. J.I. NO. J.P.A. NO. CSD 1 DISTRICT PLANNER FOOTHILL GREG KLOCK 16085 6630-4107 3-4088 I I INVENTORY MAP NUMBERS DIST. SKETCH NO. PERIOD ENDING TRUCK NO. CSD 13 NO. FOREMAN THOMAS BROS. PG. W SBPG 573 D6 SB. CO. 226-2133-0 ck-1 TLM: CSD 2 y CSD 140 Y BY-PASS EXISTING --- TLIVI GRID NO. ASSOCIATED W.O. REWD. N N CODE CHANGED TO CHECKED-%LOAD 3 PROPOSED CONSTRUCTION (LOCATION) 2 MA5.'f&4ffT NOTE: 10' MINIMUM TRENCH SEPARATION REQUIRED BETWEEN TRANSMISSION AND T_ DISTRIBUTION UNDERGROUND SYSTEMS. (RANCHOCUCAMIN11A 08/11JO3 apl/ic/ci/PLM I apIAC DL 7/22, J. AMEZCUA /03 Ile SHEET DWG. NO. U REV. APPROVED BY DATE CHECKED BY DRAM BY DATE C:) E SOWHERN CALIFORNIA EDISON COMPANY 2.oF 4 . 03-4004 AO. Existing structures shown on this drawing contain energized cable and equipment. Entering struc— ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel EXIST. MANHOLE No. M5409399 HANDHO L E • HANDHOLE No. H652E HK 5 Z'G AANDHOLE No. H652F 10%a x 17"x 12" (CONCRETE) 10%a x 17"x 12" (CONCRETE) 5'x 10'-6"x 7' 13"x 24"x 24" {CONCRETE) 13"x 24"x 24" (CONCRETE) 13 '� �� 13 x 24 x 24 (CONCRETE) I 1 1 2 `'k 1 2 1 2 1 2 1 3 � 1 3 � 2 235 21 201 21 167 1 33 1 152 EMO H399B TO 1 11 H399A TO 1 1+ H652F TO 1 1� 1 3 SEE RUN 209 21 502 1 7 SEE SHT-2 1 1 M399 TO M399 TO 1 1� 2 H399C ( 21 12 H399B 1 12 H399A H652G 1 12 H652G 1 12 1 H399B TO H399A TO I H652E TO H652E TO SL230E I SL229E I H652G TO H652F TO H652F SL226E SL228E SL227E I I EX. 1-5" COMM (1600') ( I W EX. 3-5" (1600') UNDERGROUND �n + }N in 00�+ o�+o N + + +co0v CD co C-4 UJ V651 TO M399 + +N TRANSMISSION a 0 N M M M M M 04 CN to M W"j M M i1� M r' O o 10 N N N S.C.E. EASEMENT ¢ r, Ln ,� '�' M d- a10 - d LO ro L0 0 00 CV3 - _-_ _� 00 � � M � 00 r10 to + + 4- + M M NO n 36 37 38 ? o 0 31 32 _33 _ 34 355 39 40 41 ice RON r. SYJ7 LI)VJ7 BWA E;; ROMP c0i --_�NO:) G - G G "ARM SOUTHERN CALIFORNIA An EDISON INTERNATIONAL Company SCALEUNDERGROUND SERMCE ALERT 1 IN @ _FT1-800-227-2600 Call USA For Undwgmnd Locating 2 Working Days Befiore You i 00 DISTRICT FOOTHILL GREG KLOCK 16085 PLANNER D.W.O. 6630-4107 J.I. N0. 3-4088 J.P.A. N0. CSD 17 N0. � .� FOREMAN THOMAS BROS. PG. INVENTORY MAP NUMBERS DIST. SKETCH N0. I PERIOD ENDING TRUCK NO. CSD 13 NO. SB PG 573 D6 SB. CO. 226-2133-0 iv TLM: Y Y BY-PASS EXISTING TLM GRID N0. ASSOCIATED W.O. REWD.CSD 2 N CSD 140 N CODE CHANGED TO CHECKED 11OAD I C" - 3 PROPOSED CONSTRUCTION (LOCATION) -� NOTE: 10' MINIMUM TRENCH SEPARATION - 2 CL REQUIRED BETWEEN TRANSMISSION AND - 1 DISTRIBUTION UNDERGROUND SYSTEMS. N J. AMEZCIJ 08 11 03 a 1 is c' PLM a I is DL17/22/03 RANCHO CUCAMONGA REV. APPROVED BYSHIM DATE CHECKED BY DRAWN BY DATE DWG• • O SOUTHERN CAUFORNIA MSON COMPANY — °% 7 Existing structures shown on this drawing contain energized cable and equipment. Entering struc- Existing structures shown on this tura or breaking thru wall to be drawing contain energized cable done ONLY under supervision of and equipment. Entering struc- ture or breaking thru wall to be Edison Co. personnel done ONLY under supervision of Edison Co. personnel. HANDHOLE No. H 11 U IN (CONCRETE) T. 10y2'x 17"x 12" ) H39 8ftA MANHOLE No. M5409398 EXIST. ® V5466739 10%2 x 17"x 12" (CONCRETE) 5'x 10'-6"x 7' ," " VAULT N o. 10/2 x 17 x 12 {CONCRETE) 10%2 x 17 x 12" (CONCRETE) 6'x 12'x 7' 10%2'x 17"x 12" (CONCRETE) I 1 2 1 2 1 2 2 227 2 299 2 43 H739A TO V739 TO V739 TO H739B H739A H399E 1 2 1 2 1 2 1 2 * 1 1 1 2 1 2 1 1 2 118 2 168 EMO 1 11 H399D TO 1 1� H399C TO 1 1, SEE RUN 220 UJ 202 3 12 23 31 3 153 2 12 H399E H399 H398A TO H398A TO M398 TO M398 TO H739B TO 2 12 2 12 D I 22 12 SEE SHT-3 H398B SL235E H398A H7398 SL234E H399E TO H399D TO I H399C TO SPRUCT z VT I SL233E SL232E SL231 E UNDERGROUND 00 I + +� `� TRANSMISSION o EX. 1-5" COMM (1610') N J .n ,�; i1? V651 TO M399 in .n co W N + +04 _ M °' m o �, ± !'N EX. 3-5" (1610') M ' rr, "1 � rn o N r` M w i� t- t!7 N N C�a N 1 + + + Ltd tD d- S.C.E. EASEMENT "i cc; cv iv �l:2 °' "' 04 CN r� N N N CD cn M rn� ; N N to t o 0 M rry' N N M _ — — _ ddLEI am- M QO - wMir w I IT L . .� LO 00 '00 i. N 14CD to iN• Ln to • C? + + + + io N O .4- �-- a1 +Cn m a7 � d- 19 20 21 N N N 22 23 24 � � �25 It N � � _ 6 _ 27 28 29 el 30 �t ¢ FJ7 ZI)V17BYLT, R044jOIL G Pq 0 STA 24+00 C/L BASELINE RD. D 0 STA 55+53 CA SPRUCE AVE. SPR 116 T 4 �� HAINWHOLE No. H399E Existing structures shown on this 10Y2 x 17"x 12" (CONCRETE) drawing contain energized cable and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel EXIST. SOE No. 55384849 HANDHOLE No. 5'x 8'--6"x 5' (FULL TRAFFIC) 10'/2'x 17"x 12" (CONCRETE) 10, 10, 3 12 EMO H298B TO SEE RUN 233 SL236E SEE ABOVE LEFT UNDERGROUND TRANSMISSION V-Co v a n LO P. ----------- E SOUTHERN CALIFORNIA 1o kq i/ 17 18 — ,r An EDISON INTERNATIONAL Company ALERTUNDERGROUND SERMCE 1-800-227-2600BMST1 d- ROMW�1 r , Cd1 USA SCALE: 1 IN - _FT For Underground LlIng 2 Working Days Befam You Dig w 0 DISTRICT PLANNERD.W.O. J.I. N0. J.P.A. NO. CSD 17 NO. �. FOOTHILL GREG KLOCK 16085 6630-4107 3-4088 FOREMAN THOMAS BROS. PG. INVENTORY MAP NUMBERS DIST. SKETCH N0. I PERIOD ENDING TRUCK 70. CSD 13 NO. SB PG 573 D6 SB. CO. 226-2133-0 TLM: Y Y BY-PASS EXISTING TLM GRID NO. ASSOCIATED W.O. ry 1�� CSD 2 REQ.'D. N CSD 140 N CODE CHANGED Ta CHECKED %LOAD 10, - 3 PROPOSED CONSTRUCTION (LOCATION) - 2 Q) NOTE: 10' MINIMUM TRENCH SEPARATION r) REQUIRED BETWEEN TRANSMISSION AND - DISTRIBUTION UNDERGROUND SYSTEMS. J. AMEZCUA 08 11 03 a I s cRANCHO CUCAMONGA v) SHM DWG REV. APPROVED BY DATECHECKED BY DRAWN BY DATE . . <�_.) C) SWINON CAUFORNIA EDISMY r,- r _-__ � •'W+r ] i pJpr jd'p' f){,I r/,/�f/��](vj(�y��q^,j/// .r' �, l ICE 0 1 L } ell Q , , j / /?'� /✓d Wf ` 16.5-Y3 } A S if I�=D�E'1� l?l(t/ 19 Rc mum s/ /.3 'X Z17t_:l�`�::� ._'_ . _ __. . . .. • a /.. 165- _ V 8 .5-33 7 . .C, r . - ,� •- 6 5- PLANNER: JOB.NAME• FOREMAN: DISTRICT: ..., ,.._,. ,.,-,.,� . .�.,. ,,.,,.,--.��,.„,„a,,n ,.•n, ,.. 0/y 0 A�70r / G DWO: JO LOCATION: TRUCK P/E: DATE SENT TO R/W: DIST. SKETCH # _ b Lie I ,f _ 1. NO.: TLM-CSD 140 REQ IRED DRAWN B YES NO M r 2 j/� T L °SIZE KVA COST, LEAD "`"� ',��ILLJ'K�7V ,...,... ....,� ,.,,..... . . w..._.... .,_,-m..., _._ _..,. ... ..,. _.. ' ,, _.._. _ . .,_ � INV. AP J.P.A. NO.: GRID NO. THOMAS MAP WORKED BY: 77� ; `� S'7 p PoP NO.s t ,�''/(0 Z o. _ RELATED W.O.: VOLTAGE DROP `% INV. MAP NO.'S ti . /-10' ,. -- /�/ �Y3 C) 0 3 PRI. CIRC. VERIFIED: t✓1 i •, i PROTECTIVE BARRIERS Grade Cover "�..•..�. g°� �. � FOR UNDERGROUND DISTRIBUTION STRUCTURES 4i 3 (NO SCALE) ®• •. ,•'®• ,�V,7-Z 5\s t 'r. •_ a• CUSTOMER �TO* INSTUI BnnRIERS BARRIERS 4`1 DUCT WITH •30 INCHES OF I ° �'� V ' . s COVER AND 1/4V/t100' LB PULL - - ��._ �.,C, l - '� I. M T` t• , 9 I�2 ROPE. r Plug or Cap 9i y 7” Typical •' Conduits H1660 ,7"t� PQ sift Y P - I r i t l //• /�/r ff / /!' I N�o' :VLV All Conduits 1 ! i 1' E�,F:TN ;'`% / FOUNI•AiICN ,� /� �.•.._. iltlt!!�t J,t t+ �„ -�• , � � 1 -� /f/ J/. ./r, �,r t,,�tt ,tt tit YP- ;H,5..3 �b�D J r f Q // /�// t Crushed ' ! jf # $ 6' MAX. 24' '// .' .' . r /.' j rti l c� MIN 2�.� t +•,' �.,,.� 3" Min J � ; ••_ ,� ''1 aJ YPICAL CONDUIT BANK SECTION _ _ - »v. . f r V TYPICAL NOTE 7 MAX. j!� -3 GUTTER GRA SHOVING DIRECT Pu-'.r,L 4'-6' � / •�/ � f ;.Dc SIMILAR CONSTRUCTICN FOR GUTTER GRADE MAX. y1 PLAN J� `� 1 a IN) .G M T R /0 9J FEVER CONDUIT :% POLE On VENT I 2 CONDUITS Ax. s ' > q 4 n_E t r (NO SCALE) P�,t-1N _ y EOUTF,EN t r 0 U N D A t ION 3' L3# 110T vt`ocate alI conduits'toward one'end:of� ' .:; t?,��P "2, G?•+Dy 1• Bcnds shall cithcr be IIDC, Scltcdulc T", --- 1 ----��-- or 80 PVC 4 l F I IG 10 BE CNE OF THE FO'_L'3'✓I'�a -=r•i!1 =1;..;� Schcdule 80 ADS as approvcd by lc in c tar. S should na cal " c- � I) 4' GALV STEEL PIPE t!/,' M!I; '.'ALL) t� C be u:.cc! nUovc Fround.) p JzQ FILLED 'WITH CONCRETE '. Bend radius shall be 36" Cor 2" 3++ to .. — C• r 1 r .R TH D rnILRn? D „-+IL (90 LB `:'-), .r..,I 14.75 PER r EuT and 8" for 4". to,5"• conduit T _ __ 4 Cal - CUSF?ICi; AM_%ICA'2 STD BEAR (5' x 3' x 1/2') _ 3• The conduit run tsuaa be Provided With c 3) 5' x o' RE:I;" C0:'�CP:.T" diaac tc ,�` 4 - ,, r polyprapylcnc 'o t. olycthy put u .. Y�I C, '.' r ., ca.ECIA' EARP,I;RS BY e,1,".R �� P ler CONDUIT p SECTION T ,1 {-, .. -�. t ' :�. �fi .. 11.v� UI I BAN t P CA1 �. 0`-.1't t 1 r "Cr � ,V r • � cn IIDC in used, it ells B oundcd 1 rap c ..r� a BANK SEC - CO, ArF2i,�., isnlc - a o' or mors Sa in the ,around. Consult a• , SH-OWING FULL ENCA" ----- !Il Zoca1 SC„ a a SIMILAR CONSTRUCTION FOR SHOkING SEMI-ENCASEMENT 6' :� office! for details. ORE SIMILAR CONSTRUCTION FOr^^, S I. - OR FEVER CONDUIT F 11"R N T" Conduit runs shall be clean and fres aobstructions. R D n- ri CO DUI S. f ! ro JI .D FOR MORE THAN 4 CONDUITS REOUIRE:D FOR 3 OR 4 CONDUITS k? 3RR RDETAIL _ PRECAST CONCRETE PULL. BES Existing structures shcwn on ttti! P ANNER• JOB,NAME: FORE , DEEP !d T�» WITH DEE, RECESSES drawing contain energized Coble MAN: DISTRICT: , y :. STRUCTURES VILL NORXA!LY BE INSTALLED O"LY IN NON-TRAFFIC AREAS. BARRIERS TO BE and equipment. Enterin s a lIC (2"X DR X '� OR S') USED WHERE CONSTRUCTION HAS EXPOSED EQUIPMENT TO TRAFFIC. CONCRETE E t� R'ODUC I S � truC- 3 " kure or breaking ihru 'J:.y!I to to ®W®: JOB OCATION: X4130® / TRUCK P/E: DATE SENT TO R/W: DIST. SKETCH # 2. 7O? OF BARRIERS TO BE St1OOTH CUT AND TOP EDGES TO BE POUNDED, Pr"cart concrete item complete with neyking,cover•ord done ONLY under s:. c rviSion cf Ci ?. CNE BARRIER TO BE P,EMO'/AELE WHEN OVERHEAD OBSTACLES PP.EVEIIT EQUIPMENT FEY.O:'A'_ 5Y 'Durres may 5e obtai^.gid fr;,rn on,: of the fcllowin� p �y ��/�L`'- �K'6 ii4' y �_ a, -, n �?rrcved monuSoUt:rerc. Edison Co. personnel. M S 0 R T.L M. DATA: A A.I.ANO : CAUF0rm1?hN1A ED1Q`0N Ev"NED'EaRGROUIND PLAN C; I U L"L N 1,, ,:..ITA HEP,D B_LTs~ "rOUVAN3-2,111 YES-c D 14NOE IRED % DR w f/` "� "•-A ''" L C3v'Er -• i••� 4. ALEQUATE CLEARANCE MUST BE FROVDED FOR EC3RS, CIOL ING COILS, ETC. --- SIZE KVA COST. LOAD 3' 'iAS „ 'PLIT COVER '— _. .. - ,• 5, BARR!CA"ES, AS SH3'.'I;, 1I:,n:CAT- TYPICAL REOi11 UEI�TS. F!ELD COI:DITIGNS FILL,a �..�,,a c J.P.A.'NO.: GRID O. THOMAS MAP EXIST. �` � WORKED BY' INV. _ai. _!1, r NECESSITATE CHANGES F3P. ADEQUATE EQUIPMENT FROTECTION. APPROVAL IN THE FIELD �ta lF�`,..r'.Y - I. d PROP rOVER S±4.=_L c- 1•:3�i Son Dernarvino :, _ i r� t`''L +'i P p2r a MAP ~ RELATED W,O.. NO.S "' ' :1 J� - FP.uM THE UND.RGROUND INSPECTOR IS REQUIRED FOR ALL BARRICADE INSTALLATIONS. Ave.,T ants:,° Coi... = S up C;r i;'.t rL "` 'c1 ccn tra:kc•+' VOLTAGE ROP `Yo +.,LIiiliTl:iii PAR VAY OR LIG:Ii Tn;,FFiC Pnone: (909) v5'3-•:iii r' r' INV. MAP NO.S 1- AS SPECIFIED 6. WHEN SPECIFIED ON WORKING DRAWING, A 6' (MINIMUM HEIGHT) CURB MAY BE INSTALLED to mandrel and install pLIII 6 30— — '�/j� PR1. CIRC��/ VERIFIED: t✓} i t� ',% IN PLACE OF BARPIERI THIS CUPB MUST BE AT LEAST 6' THICK AND ITS FRONT FACT r�,r,e from terminal to lvrmi:� , SCE 14.168-30 (GW) NEW 10185 �TA 518'x $' COPc R%LAtJ �� \� '`� LDCaTED 60' NINIKJN CCR A; SPECIFIED Cts DRA4'tNu""> FPDN TNC EQUIPN_NT FOUN ATIOII (� VAULT l' a� D yr�-Gr ,";j R t• ,� 7• INCREASE TO 44' KIN1 DXCUNIT 3o TRANSFO CAPACITORS, U� -- O., '� �" /"' NI.N FROM' OF PA RMERS 1T � +~ .~ _L. „ �' M AT BACK AT D ORS, ANI 13 SO Neml3:� Ave.,:,v- Fontana. :,J, 9:-"4; ,;TSTA �`'h°�P-- t 35' MINiMU A OF CAPACITORS(DOOR SIDE Ot'Y) VHEN A 72'xA94' P r tr 1T<,,._ r (c,D �✓0-,,- .LED aY C+�`�P",rC. K .. {L AD IS B_I i� it;, L�. ^none: D)' _05 R Pt r. o 428 37, UNDERGROUND SEI RMCE Al FR I, SIA. n•" y �!/ � 1��,. STANDARD ltJa"i: NEA1DR Im (� rJ) , 'V G I . GR .D /%, ' U' ':) OThEn'I'_ SPEC,.I;D+ 1 -800-227-9 -'00 ( i0 /f')2 9 -' �/''�{ 1. . 1 ��V�—�!�G..�� \,,,/ T6' >'x�'x4' Call USA For Undcrrarounci Looatlr�g ti Irl FiJtJR A^.1l..14CE NOTICE or'1!zYEPi i TO S7::RT CJi.ST Ltr_ r-�r� ; ,-yt Ti:1N 1S F,CCIUIHED r T v Lr1 e w v -� �~ �" ^ ? �t�G t{lrt �3�?'e3 �GiO;�' YG:! rEs I i i�".. F vL_LOt'!`i�I�,; ' , ao� YI-t>~ t�1:TRAC,oa To TF�>: u;.DEi;- ``::";`� GROUND DIVISION OF THE SOUTHERN CALIFORNIA EDt'ON CO. -- t +a •. ^, PHONE: �� l 4'I�D �'' 'a' r t , .,. ;,;;.-.,, ,•�, _ U i T t1 �rI t,IJ T �,ti C A S'1,s ti i I S . - a•.�\. `. V//' / 7'�'�.-EPT;',6=�' FC'P. PORTICINS O i `NRC;a �� Cy •.. •. .�%' �.`�:, :•�,.. '. ,ETH faNLI' Otv: i'i� 7�','\� CO ' ' ; is B.S' C .�Jti,,, __ �. � '�1"',• ,•� "t,r.,,, .. r _ 1,.� � . ..... �•' ei r\,•t\ �+^'fiL1!\�� C/ '�rcLr.lv'..''I 'o'+ll I, tr,t�� \. N 7-,-, ® -o rt M ��ENTRAL GRADING PmLAN FOR 'LINE AV RANCH Iq LOTS 1 � 1 '41 , TRACT 12809 , MmamBe 175/lmm3 Em.- V-AN A R K N.W.C. BASE LINE ROAD AND MILLIKEN AVENUE R"CHO CUCAMONGA CITY OF RANCHO CUCAMONGA COUNTY OF SAN BERNARDINO STATE OF CALIFORNIA GRADING NOTES GENERAL NOTES RJM DESIGN GROUP 31591 CAMINO CAPISTRANO 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE "GREEN BOOK" 1. IN THE EVENT A HISTORICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE PROJECT, SAN JUAN CAPISMNO,CA 92675 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE CITY OF GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED UNTIL THE 949493-2600 FAX 949493-2690 RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND APPENDIX CHAPTER 33 OF THE NATURE AND EXTENT OF THE FIND, AS WELL AS THE APPROXIMATE DISPOSITION OF THE FIND WWW.RJMDESIGNGROUP.COM 1998 CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE). CAN BE EVALUATED BY A QUALIFIED HISTORIAN. CONSULTANT: 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING EXISTING 2. IN THE EVENT AN ARCHAEOLOGICAL RESOURCE IS UNCOVERED DURING THE COURSE OF THE STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS SHALL BE REMOVED PROJECT, GROUND DISTURBING ACTIVITIES IN THE VICINITY OF THE FIND SHALL BE REDIRECTED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. UNTIL THE NATURE AND EXTENT OF THE FIND, AS WELL AS THE APPROPRIATE DISPOSITION OF CWL ENGINEERING LAND SURVEYING THE FIND, CAN BE EVALUATED BY A QUALIFIED ARCHAEOLOGIST. 3. AFTER REMOVAL OF DEBRIS, AND EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 3. PRIOR TO GRADING (PERMIT ISSUANCE), A QUALIFIED VERTEBRATE PALEONTOLOGIST SHALL BE SHEET INDEX MAP RETAINED TO DEVELOP A PALEONTOLOGICAL RESOURCES IMPACT MITIGATION PROGRAM (PRIMP). MCE CONSULTANTS 4. THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY ADDITIONAL OVER THE PRIMP SHALL BE DESIGNED TO INVESTIGATE THE POTENTIAL FOR ENCOUNTERING 1100 S.COAST HWY.,*318 EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S PALEONTOLOGICAL RECOURSES IN AREAS WHERE EXCAVATION WILL EXTEND 5 FEET OR MORE 7 LAGUNA BEACH,CA 92651 RECOMMENDAT10N AND AS CONTAINED IN THE SOILS REPORT. BELOW THE SURFACE ELEVATION OF THE SITE. PH: 949-376-6407 FAX: 949-376-6417 5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT 4. IF HUMAN REMAINS ARE ENCOUNTERED, THE SAN BERNARDINO COUNTY CORONER SHALL BE TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY, NOTIFIED WITHIN 24 HOURS. IF THE CORONER DETERMINES THAT THE BURIAL IS NOT HISTORIC, SUB CONSULTANT: AS DETERMINED BY APPENDIX SEC11ON 3305 OF THE 1998 CALIFORNIA BUILDING CODE (1997 BUT PREHISTORIC, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED TO UNIFORM BUILDING CODE) OR EQUIVALENT. COMPACTION SHALL BE OBTAINED BY METHODS DETERMINE THE MOST LIKELY DESCENDANT (MLD) FOR THIS AREA. THE MLD MAY BECOME SPECIFIED BY THE SOILS ENGINEER. INVOLVED WITH THE DISPOSITION OF THE BURIAL. 6. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION 5. DURING PROJECT SITE GRADING, ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, SHALL BE THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER AND EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS CONSISTENT WITH RAILROAD R/W BUILDING DEPARTMENT BEFORE PROCEEDING FURTHER. MANUFACTURERS STANDARDS. EQUIPMENT AND EMPLOYEE STAGING, AS WELL AS STATIONARY - — - — - — - — - CONSTRUCTION EQUIPMENT, SHALL BE LOCATED AT THE GREATEST DISTANCE FEASIBLE BETWEEN 7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, SILT CON STRU CTION-RELATED NOISE SOURCES AND EXISTING RESIDENCES TO THE NORTH AND THE OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING WEST OF THE SITE DURING CONSTRUCTION. STATIONARY EQUIPMENT SHALL BE PLACED SO THAT Ike CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. EMITTED NOISE IS DIRECTED AWAY FROM EXISTING RESIDENTIAL AREAS TO THE NORTH AND WEST OF THE SITE. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE 10 GRADING AND BUILDING CONSTRUCTION OPERATIONS. 6. CONSTRUCTION RELATED ACTIVITIES SHALL BE LIMITED BETWEEN THE HOURS OF 6:00 A.M. 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH THE AND 8:00 P.M. MONDAY THROUGH SATURDAY, AND FROM 10:00 A.M. TO 6:00 P.M. SUNDAYS CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD AND FEDERAL HOLIDAYS. memo, SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER Pun= COMPACTION AND PREPARATION HAS BEEN OBTAINED. j UJ 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO START OR WORK. 10., RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE) RAJ 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPAC11ON HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY "-,,4,7 LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. F` CONSTRUCTION NOTES EARTHWORK QUANTITIES 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY Z NO. DESCRIPTION QUANTITY DIVISION PRIOR TO FINAL BUILDING INSPECTION. ===;7 PROPERTYSIZE 100 AC L PHASE 1 GENERAL CONSTRUCTION NOTES j, uj ------ ------- 13. AN AS-GRADED GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PORTION OF SITE DISTURBED 53 AC CONSTRUCT 3" AC/4" AB - VERIFY WITH SOILS ENGINEER 298,000 SF PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF -- -------------- ..... .. ------- GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. Q CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 10,200 LF CUT FILL CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C-14 6,190 LF BASE LINE ROAD 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE MASS EXCAVATION 236,400 CY 176,400 CY PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 430 LF SHRINKAGE (EST. 15%) -35,500 CY 0 CY CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C 320 LF SUBSIDENCE (EST. 0.15) -7,500 CY 5,100 CY 15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 0 FILL REMOVAL (12 33,800 CY 38,900 CY BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD. CONSTRUCT SIGN PER TRAFFIC OR LANDSCAPE PLANS LS 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL BE ��RCT�12' COMMUNIT)YLj.RAA,.,PER CITY STD. 1002-B 78 LF TOTALS 227,200 CY 220,400 CY WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF CONSTRUCT 15' CLASS 1 BIKE TRAIL PER DETAIL 9, SHEET�1_2_1 300 LF TK2114 INSPEC11ON SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. SUMMARY EXPORT 6,800 CY SCALE: 1"=300' _C�ST`R�Cf�4 �CUR��L, ��Al S�HE �-�4 � 170 LF A 11 Rol 17. ALL WALLS OVER 3 FT. IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. CONSTRUCT TRAIL PER LANDSCAPE PLANS LS A 18. ALL WORK WITHIN PUBLIC RIGHTS OF WAY REQUIRES SEPARATE PERMITS AND INSPECTION CONSTRUCT DISABLED RAMP PER APWA STDS. & ADA REQUIREMENTS LS 7_777-77 ISSUED BY ENGINEER DIVISION. @ CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN LS THE ABOVE CUT/FILL QUANTITIES ARE FOR PERMIT PURPOSES ONLY. @ CONSTRUCT P.C.C. PAD 6 31 PCC W/#3 @ 12" O.C. 4,250 SF SITE GRADING IS TO BALANCE. THIS CALCULATION DOES NOT INCLUDE 19. GRADING CONTRACTOR SHALL N01IFY THE SOILS ENGINEER NOT LESS THAN 72 HR IN SOILS FROM BUILDING OR WALL FOOTINGS, NOR ANY UTILITY TRENCHING. [Lu ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT, EACH PROPOSED IMPORT (9 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN - LS DRAWING SHEET INDEX UTILITY COMPANIES SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON @ CONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PLANS LS INCLUDES REMOVALS TO A DEPTH OF 12 INCHES FOR AREAS TO [L� �== THE SITE. @ CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 LS RECEIVE FILL. SHEET 1 TITLE SHEET GENERAL TELEPHONE COMPANY FOR UNDERGROUND SERVICE ........ (800) 483-3000 0 z 20. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY SHEETS 2 - 13 GRADING PLAN CONSTRUCT SIGN PER CALTRANS STD. & SHEET C-24 LS THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION CONFORMS TO SOILS REPORT NO. 56-1036-01 DATED 2/16/90 AND FOR UPDATED REPORT PRIOR TO THE START OF GRADING AND ACCOUNT FOR DISTRIBUTING SHEET 14 DETAIL SHEET SOUTHERN CALIFORNIA GAS COMPANY .............................................. (800) 427-2200 ENTITLED "PROPOSED CENTRAL PARK SENIOR CENTER & COMMUNITY CENTER" DATED 4/2/03 CONSTRUCT STRIPING PER CITY STD'S LS PREPARED BY: KLEINFELDER ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SHEETS 15 - 17 WATER PLAN 1981 W. LUGONIA AVENUE REDLANDS, CA STORM DRAIN CONSTRUCTION NOTES SITE TO DESIGN GRADE. ANY EXPORT WILL BE USED TO RAISE BERMS SHEETS 18 - 20 SEWER PLAN OR SPREAD AT LOCATIONS WITHIN PROPERTY, AS DIRECTED BY THE SHEETS 21-22 EROSION CONTROL PLAN 21. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION IN CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-14 93 EA CITY ENGINEER. CUCAMONGA WATER DISTRICT ............................................................ (909) 987-2591 ACCORDANCE WITH APPENDIX 3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 UNIFORM SHEETS 23 HORIZONTAL CONTROL PLAN 0 CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 39 EA 9641 SAN BERNARDINO ROAD BUILDING CODE) SHEET 24 STANDARD DETAILS RANCHO CUCAMONGA, CA 91730 CONSTRUCT 4" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 1400 LF SHEETS 25-28 COURTYARD PLANS NOTE: ALL GRADING AND EARTHWORK TO BE DONE IN ACCORDANCE WITH THE CONSTRUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 1100 LF METROPOLITAN WATER DISTRICT ........................................................ (909) 593-7474 1 EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 700 N. MORENO AVENUE CONSTRUCT 8" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 1,300 LF LA VERNE, CA 91730 STATE LIC. NO. C.E. 23971 CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 1,500 LF ASSUMED 7" SECTION FOR PAVEMENT AND 8" SECTION FOR BUILDING RICHARD A. MOORE SOUTHERN CALIFORNIA EDISON COMPANY.......................................... (800) 655-4555 CONSTRUCT 18" RCP (2000-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 90 LF SLAB. TO BE VERIFIED. NO ADJUSTMENT FOR FOOTING OR UTILITY 7951 REDWOOD AVENUE TRENCH SPOILS. 22. IN REFERENCE TO NPIDES REQUIREMENTS THE UNDERSIGNED CERTIFIES ONE OF THE CONSTRUCT MANHOLE #4 PER CITY STD. 321 4 EA FONTANA, CA 92336 FOLLOWING: CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 65 LF PACIFIC TELEPHONE COMPANY .......................................................... (714) 999-5639 CONSTRUCT MANHOLE #2 PER CITY STD. 319 5 EA 0 A NOTICE OF INTENT (NOI) IS NOT REQUIRED OF THIS DEVELOPMENT. @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 (SEE DETAIL 8, SHEET C-14) 12 EA ED A NOI HAS BEEN FILED AND THE WDID NUMBER 36C321984. CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6,� SHEET C-14 1,130 LF RICHARD A. MOORE CONSTRUCT 42" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-14 580 LF VICINITY MAP PRINT NAME _�_IGNATURE @ REMOVE EXISTING C.S.P. DROP INLET LS REVIVONS FOR CITY USE ONLY REMOVE EXISTING C.M.P. - SEE STREET IMPROVEMENT PLANS LS LEGEND ABBREVIATIONS DATE DESCRIPTION APPROVED INITIAL DATE lam TITLE: CIVIL ENGINEER @ CONSTRUCT TRASH RACK PER CITY STD. 312 1 EA ;*'�l I TITLE/CAPACITY (ENGINEER, DEVELOPER, GENERAL CONTRACTOR ETC.) PROPERTY LINE 210 FREEWAY (HIGHLAND AVENUE) 8/4/03 ADDENDUM #1 STREET BLDG. BUILDING �l @ CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) 12 EA Z. 8/20/03 ADDENDUM #3 WATER/SEWER CA CHAIN LINK 3 BULLETIN #1 TITLE SHEET CONSTRUCT MANHOLE #1 PER CITY STD. 318 7 EA GRADING/PERMIT LIMITS to/A to (4t) GRO/DRAIN C&G CURB & GUTTER TRAFFIC C A @ CONSTRUCT 24" RCP (1500-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET -11 900 LF C.L. CENTERLINE LANDSCAPE ARCHITECT SOILS ENGINEER ----------------- EASEMENT LINE BASE LINE ROAD FINAL CHEa 7 C.O. CLEANOUT CONSTRUCT 30" RCP (1500-D) STORM DRAJN, BEDDING PER DETAIL 6, SHEET C-14 450 LF R/W RJM DESIGN GROUP KLEINFELDER CONC. CONCRETE SURROUNDING PROPERTY LINE CONNECT TO EXISTING 60" RCP AS REQUIRED 1 EA DWY. DRIVEWAY AS CONST. 31591 CAMINO CAPISTRANO 11731 STERLING, SUITE E �'SITEI- , U-i E.P. EDGE OF PAVEMENT SAN JUAN CAPISTRANO, CA 92675 RIVERSIDE, CA 92503 PLUG END OF LATERAL WITH PLUG SEE STREET IMPROVEMENT PLANS LS EXISTING CONTOUR F.F. FINISHED FLOOR CONTACT: BOB MEUTING CONTACT: JAMES STONE P THESE PLANS WERE PREPARED BY: FOR PRIVATE USE A CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 2 EA J� F.L. FLOWLINE 0 E Ss -2600 PH: (714) 688-2513 PH: (949) 493 HIGHWAY 66 (FOOTHILL BOULEVARD) INITIAL DATE EXISTING SPOT ELEVATION CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 12 EA F.S. FINISHED SURFACE G.B. GRADE BREAK CIVIL ENGINEERING DRAWN -0 AND SURVEYING V) CONSTRUCT HEADWALL PER DETAIL 10, SHEET C-14 LS ------ 12"W ------ EXISTING UTILITY LINE H.C. DISABLED OiECKED CIVIL ENGINEER LEGAL DESCRIPTIONS (TYPE AND SIZE AS NOTED) I H.P. HIGH POINT CONNECT TO BUILDING ROOF DRAIN 18 C-23971 DATE MCE CONSULTANTS LOTS 1-11 OF TRACT MAP 12809, IN THE CITY JOIN- - - - INV. INVERT Exp. 12-31-05 & CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, SHEET C-24 JOIN LINE 1 EA UCENSE NUMBER-M"l FILE 1100 S. COAST HWY., #318 OF RANCHO CUCAMONGA, COUNTY OF SAN L.P. LOW POINT 10 FREEWAY LAGUNA BEACH, CA 92651 BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT ONSTRUCT 48" RCP (1500-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 1,965 LF M.H. MANHOLE civi ATTENTION: RICHARD A. MOORE RECORDED IN BOOK 175 OF MAP BOOK, PAGES 1 C FLOWLINE P.P. POWER POLE C�TY OF RANCHO CUCAMONGA 01p. f PH: (949) 376-6407 THROUGH 3, INCLUSIVE, IN THE OFFICE OF THE CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C-24 30 EA R.O.W. RIGHT OF WAY �Ail jj S-0" V-GUTTER COUNTY RECORDER OF SAID COUNTY. CONSTRUCT RIP RAP PER DETAIL 15, SHEET C-24 ST. STREET PROJECT NAME LS CENTRAL PARK T.C. TOP OF CURB A SENIOR CENTER AND COMMUNITY CENTER MCE JOB NO.: 48.34 0 ARCHITECT K-CIONSTRUCT 4" FLAT GRATE, NICKEL BRONZE (ZURN MODEL #ZN415-5B-4NH OR EQUAL) 3 EA CURB AND GUTTER T.G. TOP OF GRATE 11200 BASE LINE ROAD RJM JOB NO.: M70 3 INSTALL PER MANUFACTURERS RECOMMENDATION T.F. TOP OF FOOTING SHEET TITLE DRAWN BY.- RDB < ROBERT R. COFFEE BENCHMA K CURB ONLY T.W. TOP OF WALL EROSION CONTROL NOTES 3111 SECOND, SUITE 3 �a CORONA DEL MAR, CA 92625 s SANITARY SEWER CHECKED BY: RAM BENCHMARK NUMBER 10054 19 7 INSTALL DOUBLE HIGH ROW OF SANDBAGS LS RETAINING WALL PH: (949) 760-8668 SID STORM DRAIN APPROVED ELEVATION: 1328.075' CONSTRUCT TEMPORARY GRAVEL ENTRANCE PER DETAIL LS W WATER 24SN DO %1�1 �l _�l - -09-03 a- I , DATE. 04 2" BRASS DISK STAMPED CITY OF RANCHO 10,5- cr W.M. WATER METER @ IN DATE STALL DOUBLE HIGH ROW OF SANDBAGS AROUND STORM DRAIN CATCH BASIN Exp. COMMUNITY SERVICE MANAGEI% CUCAMONGA "BM 10054 1987", IN THE WEST END W.V. WATER VALVE Lu APPROVED SHEET: OF THE CATCH BASIN ON THE NORTHEAST CORNER OF BASE LINE ROAD AND MILLIKEN AVENUE. Cin- SHEE/ Woe -A d DRAWING NO. OF- 06 -ftf c MENNEN= DATE NO. 7- /CrrfENONEER P 0 CUCAMONGA CENTRAL PARK I � . . . . . � I___� I � I I I I , -1 I I I q& _______ ___ ______________ ____ - - ____ _____ � � I �". I I : � ' � I'll, I I � ! 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I I _ � I z '_ \' - '' � ' . I � "I I - : I " ___ --"- _ �� : - ''-I I I : --,,-_; I 1, , � , __ / I � _ � � I 1, I'- , __ _1 � 1, � � � ( I I . I z � PAD 50.33 _'_'_"_'_. I ", � 4> I- "__�� I ; � �' P' ' I � � wombl, r ' a ' 0 � I \_1' - - t I _r" � - I I , . -1, \ '_"'__i' _� ------� _------- " '� I '_" '�--�-o ,---, I I i ': . I-, , � '7z 4-", , I I�' - ,1, I '� / � _; , :, , - 11� 6 - - E 11 ___7_' ' N ' �' � 1� i � � ; 1-t �I 1, I- I "I I", I , 11." ; ! I �' � - - I - I , N /* I � I e � � TION NOTES � -, I I I - I � ; � : - � , I 1, i %� ; � � ; e � I I __ I " il I i . 1, C�61� I I I � I � -.-- , - � I I 1� I ; �'�'4�� -- , " , " "'_� " " I I ' -1 � I t ! I, I I , I I ,� � �I---- � I i 1 3:: � ; 14mor � :"'i " 1, / I _-1 1-_ N " I "I I I - -11 ,I, _1_- __', \ '�'� ,i, ",� _"'11 - VERIFY WITH SOILS ENGINEER L Aj _�� I - ""-, / I �� -1- / I ; I I I 0 CONSTRUCT 3" Ai AB �' ' - " 1� � � -1 � ; - - -1; � � 11 , , ", 1-1 I � � I I 11 I � / '_' I'll I I--- "I, i'_1 ",_ __ I : :"' ' .' , , ; 11 � I . 'I" I X __ ____ I- / \ - --- '_ _ I -1 -1-1 " 4 i � :E e � I � -14 - / I il� �' ', " `� "I " '� _1 1� , -f i z I "--, , ; _11 0 _� ____1.111-'_ �" ", "I'll _ � I Q CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHEET C " ' '__' ; '_�' , I -1-1, -1 11 � I 016obl.- 0 1 � �_ " -- I , I laii, I .1 0 ,_ ' I - I ` � I ` _ �'___'_ is, - !, I - I I I I (__� __1' i ,Ic� _ - '' , / I" I I � ��' i I x _ ,� \ 1 1< _` -1 - -1-.. .' I I � '____� 11, I I � - ,I I - I - I . ; � / 11 r-lip 1 4 1, � '-1-1- � -1 I -- � " _� " � � I � '� E 0 - I � _1i I -_ 1 -14 ! � I '_ ��" � I - I I 11 ; 11 g CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C '�� , 1, I " I _111-1-, I �� , I s �' � I � __-11, _____� - - I --111- : � 11 � ! - ___ I ' � �' I'll " � = � I, - I I � - - __ 'v#_ '1111, - I 1____"' I"'11_11_-- �' I / 13� � I 11 � /'_ __1' \ / I �" 00 � : --l", i e � .- - � I � - 1� e_'_'�I c I - I � 0 CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 -�-�"-,�,--"--�------,---,------" _� - 1 55 ___ I � -1" 3:� 11 � � . ___" I I � I �' � ; - , I I - � - I I " I "----,.: I I - _7_ �' I - , I I I' - - I I i , � , I" I / I -7�n-'-' - I 'oi ' ' � , � � _ ; ! � I FA R K I 1\ I ""_ - �_ ' I _. I ,,, : � '� - I � I - 1- I - x I ; . 11 I /I "I I- ___ � 1- 1� I 11 tLe, � - I i , I I— ; - I I I " I � _� I I � I I Z I I I - ____ -, ___ ��'_-___ I % , � -"- i I � i I � -C ' I � \ I / __� ,\\ I , Q CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105 � I _`-____1___'_1 � � ", � I - -1 "'' - i 17\� � ! � - I -- , - ", - - � � , I� , i - )o '� 11 I "\�' N 11.1 I., ,`� 11 I _� � J_" �_ I ill`111 T_ ! I i I i RANCHO CUCAMONGA )>\' / ( /*-'- 1� 50.98 FS 11\ �� 0 "I 11 � I � �1� � ? 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I _ _ _ _ ii'li!i!�iil �" - '__ %"_1-___'1---- -, I-,--- 1_____-_- 11 11- j � ; __3- __/ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE - " i - - - - - �/ - - "__ I '__''I ; ,1; i�i --r- __'_____' ----��___ ", __ ____ __"__1_-___ _-_11_'__1__- -__-__1__11___-1%, -I,,-,,-- ---I'------ - I I w, :. s/o'v . I -1 ---I1-z�s---/\ -------- 00 -11--, -1--,., ---:�-: _I_.- --1%I-%-- -111-1-11---l- - I '__� I I I INITIAL DATE "i ' D A. ,4 -1-I----- - - — , 0 __1_1-_'___ ____%.,-- '._-, -� �-_- '��' %" I 1_11_��_ ' il - --- "" I - -0- � i I - - IV ---,----- ___ _'____ ___--, '; , _ : I — ' - , I , , _' -� __1 )) �_ ��' ____'__"' v, " , 1 ,'�-�' I_% - _-" -_I I----- 1_111-_1____ -1 -1 � '..e -0 I - � - � "",I- I �'_ _z - ' -_1_11___% %-%I--______'"_ %I _c.0____-____ - __ -4- - --- CIVIL ENGINEERING DRAWN 0 - I _111---11 1-1__ 1-11____%_ ____11--l-11-y' 1-1---l- _11-11-1-- -11-1. 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FILE I 11 __'_"_"______-�______�_______----- �--------_______'__"_'_____' -___-_1-_1___' _Z.��00_11; �. _4--, -- I I I __-,-,-,--,---___-__----,-,-1-1---1"I,%,-,-",-,---- --"-- _ - 1_-11- -1-11-111-1-11-____'_"--"-----11__-1_-___'_'__ ""-"-" � > I ' _____ -,-%-�---��--%�-1--l'�--,--''--,,- -1 - A"=--- - ' " - I 11 0 cjvj\_ I - , --,---,"- ____1 - --- - --- INE ROAD � � � 13 ' ______1�11____'______' --,--"-, "-,--,,-,-,,--"--"---,--,"",-",--,-""----,"",--,--,---,-----'"'- �1 0 t: L " 7 - I ---- _______' I "'-_--1__1.--1__1-__'_ _"'_'___�________" 11 ___11 _____'_______ _� � -%-_____ �D + _'o---------- ,ALIf ___ - _" ' ' I'll -'_1_-_""'______"_'_"'_ ____-1_11--.......___" -' -a_'_'___o D"' BA'S' 5 / CffY OF RANCHO CUCAMONGA Or CALIf ------ .,- ,) - - _'_V��'_.' - -%% 49 +00 -" CONSTRUCTION___� + — _:;�_� ,---�----.---,---,%.--- ,-%-�11-1-111--"-'� 4 -4 �' . I - ___________-, — ___________________J , I Ill , 11 I - I -I,--- — -I--I'- + - -1 — �_ — � ,-�%� ��_'_' � , _ — )) I-I 11 I'lli�il��,i�,�, 11111111=sm�ffiom� "�__'_ — — — — — — — .__ — — I — — I — - .:=� — — — cn I I I I I -1 I " — +__ — — 1- - - - - -41 W (MWD)- - - - - - - - - - - -411' W ( MWD)- - - - - I PROJECT NAME CENTRALPARK � 1-1 - I 1_1 - 'I, -1 MCE JOB NO.: 48.34 — -'' It L-LL-'�' �'7 -— ",I -,-'-"- ""_ (SEE STREET IMPROVMENT PLANS) :� SENIOR CENTER AND COMMUNITY CENTER - -70 , Z, ___ I RJM JOB NO. 290 1 11 I ''I - "I 00 11200 BASE LINE ROAD � 11 I I -1 ;I-- I - 1� " - ", #_'�r ,� � I I %111'11-1 ---,,-,-- I . ------------ - .I,- � 1�1 1, __� ,:___ - I _-, __"� SHEET TULE DRAWN BY. RDB I � ; , , ---, 111_-___-_."------- �"" � .1 I, ______1�'_1 ----�----"---%------,--,�-,-----�-��---� , : ,;_'" - I— I I , "� " - -� i � - I, 7 '�' - i I // ""_��-- - _ � `� I- __� I-' -I / '7' If e 6i"VIV6 At4of N * I - ,@ 11 "�Y��'��_ ;'�v "\\ -i ' , � "-v 6 ��! 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DETAIL 6, SHEET C-14 FAX: 949-376-6417 49.06 ICID CID 47-40 TC 33 CONSTRUCT 1 RCP �2000-1)) STORM DRAIN, BEDDING PER SUB CONSU�LTANT: IDETAIL 6, SHEET C-1 46.90 44.59 TIC N 12 TC I4940 #4 PER CITY STD. 321 48.Vi(-44.09 FS 4 .90 F\4 F19 44.36 TC 47.32 T (1350D), BEDDING PER DETAJL 6, SHEET C-14 sr IQ �X - I 43.86 FS r;\--. 61 #2 PER CITY STD. 319 46.82-FS 7.23 TC CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 14�.66 44.43 TC 4 2 46.73 FS CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6 43'93 FS� --�,�4.16 TF\S VO, x iSHEET C-14 (V8 47.30 TC-\c CONSTRUCT 42" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-1 4 50.98 FSi 46.80 FS'\'\,47.12 TC 1>1 1 REMOVE EXISTING C.S.P. DROP INLET 46.62 FS 49.06 F 2 (g REMOVE EXISTING C.M.P. SEE STREET IMPROVEMENT PLANS 5r, 49.1 2 TC U5 CONSTRUCT TRASH RACK PER C17Y STD. 312 49.40 r,47.40/-/ C 48.62 F. F U2 -HP...... 146i,,,90 CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) #1 PER CITY STD. 318 c:) TU8 CONST RCP �1500-D) STORM DRAIN, BEDDING PER LL___4 uj� I \i Lu TC Ii,5.2 DETAIL 6, SHED C 44.79'\FS r*C LQ 1 2 TC:4 U9 CONSTRUCT 30 RCP �1500-1)) STORM DRAIN, BEDDING PER 50.98 FS DETAIL 6, SHEET C-1 4/.uu I u QQ) CONNECT TO EXISTING 60" RCP AS REQUIRED uj 8.90 46.62 FS >T45.04 TC: 46.50 FS 4).56 C/,44.54 FS TH PLUG - SEE STREET 9.06 4 IMPROVEMENT PLANS Lu V 4.84 TC A 2 tic. 44.34 FS 49.-I 2- L; 49.40 <<45.1 8 TC 46-98 TC CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 48�62 FS-\,--- FS Amp 4 8.90 F 49.3 C,6.48 FS 44.68 FS (U3 CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 LLB TC T44.5,0 FS U4 CONSTRUCT 6" TRENCH DRAIN (ACO, OR EQUAL) H z 44.93 TC: �675\.r S P wl,9� (V5 CONNECT TO BUILDING ROOF DRAIN 49.4 TC/?44.43" FS -46.96 4 46,.46 @6 CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, uj SHEET C-24 El " RCP (1500-D) STORM DRAIN, BEDDING PER ZIL= 49.5 6 Cf\11 DETAIL 6, SHEET C-14 4 06 isr 46. 58 TCONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C-24 ro\; 0 46.4�:,;Fa .Ii� -.d ER DETAIL 15, SHEET C-24 47 0 TC 4902 T iA 48.62 4940 411*50 FS FS\ CONSTRUCT 4" FLAT GRATE, BRASS (ZURN OR EQUAL)T45.18 45.46 TC TC 4.68 FS 44.96 FS �47.40 HP,46.�3 I 45.58 TC 11 i LE^END 45.08 FS 45 30 TC 44.80 FS 45.42 TC JL GRADING LIMITS SCE TRANSIT LINE 44-92 FSN 17.14/TC EASEMENT LINE 46.6 FS ---------------4- ZZ= ZZ=MOW STRIP > V_ 1;lo- 47. 5 TC.88 FS f47.75 TC SEE TRAFFIC PLAN 75 FS SIGN 3r- \47.25 FS L 4 A0 TC 6. 2 2 47.20 TC ,47.48 T 2(L,l,,79 FS 46.98 /F� tyK 48-1/2 TC'11_1 Q H 47.48 TC 62 FS 45.82 , 4Z-.W FS c 00 15 45.70 TC 45.3� FS GB/45.9 8' TC.45.20 RS 46.57-4c 46.62-:TC�,_ 46 07/FS 45.48 FS 46.35 TC 2 46.12 46-84 TC 47.27 TC: ui 45.90 TC 4 46.34 FS 00,00 48.84 TC `Qc C\I/46.77 FS 5.4v - I 46 11. _w /x cf) 46.29/TC 48.34 FS-7d\K 4 FS 5. 47.02/Tc 0 uj ;6.47 46.52,' FS I46.20 /45.97 FS 46.20 4 4 .9 6 TC 4 ZIL 47.46 FS 45.70 FS -47.28 TC 46 46.90 TC 48.13 TC 48.66 TIC Iu") 47.63 FS 45.90 FS 46.40 FS 46.78 FS 48.1 6 FS 4`2i Iml z 4 15 7.16 TC 45.88 TC 48.1 1 T/4 6.66 FIL 0 10 20 40 45-38 FL rp 0 48 46 1441 FOR CITY USE ONLY REMIONS MH 35+51.31 DATE DESCRIPTION APPROVED INITIAL DATE MH=33.0± 42 8 4LO3 DUM 11 TITLE: ........... ADDEN STREET 2G,7O_1 ,,--11 WATER/SEWER T40 ORO/DRAIN --------- GRADING PLAN TRAFFIC -------------------------- 14NAL CHEM R/W------ ------ ------ MH 3 9+f5 6 j�scow.n tl�9 /TMH=33.0± 4 36+78 INV-7:23.61 LINE "C" JS 34+75 4 . 34 �a__ THESE PLANS WERE MPARED BY. FOR PRIVATE USE INV-20AO-W ....... 0 INV 22.71 INV 21,40 (12!N89-55'42"W M.H TO M.H, 24" SD 0 0.60% 40i ....... .32 INITIAL DATE 0.4 %0 N8945542"W M.H TO M.H. 48 CIVIL ENGINEERING LAND SURVEYING IN89#55'42"W M.H TO M.H. DRAWN 6 LF 12" @ 71.5% CHECKED 0 1% 2" 1'67c C-23971`i,iiiii,i,,,,HP 30 N DATE Exp. 12-31-05 GB UCENSE NUMBER 31.0 FL HP 31.0 FL 35 FILE 0- FGT 6--LF ---------------ii. OF GRADING 30,3 FS 31,3 FS 1%------- LIM L cjvj\i..,, CMY OF RAN 0 `��UCAMON`A logo OF if -CENTRAL-PA-RK- PROJECT NAME "NORM -------i -�;� 31.4 1.1 FS............... 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I _____ ; .1 CONSULTANT: I I - I I I i I'll ., I �_ ". lll�, I -1 I c �.'.. I * - , , , � � - ,� � " 'I- ,� ." � I ., . i '�� .� � . , I .. . , I I- , "� - � .1 , , , I , ____ �, I , a � " : � , �'_l 'I." 1, �, ! '�'� 1� _� 1. � I 11 All"! � '11, @ CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-14 - �� , i - i .1 11 11 I 11 , - - , "` ; .�c,�'��'; �,; ,I � I I � :C,`��'� �'� I .,.,., /�. , 1,�, . I 1-11- I, "I -1-- _____ I 1 -1 I � , ,.,g�� ,, ; ,I . � �I I I, I .I;.I.� ,I. ,�,I.-I I I I��I-, '1�,"I �,I I I�I. I .I I��,I� � I I I�,I I� %I I �.,.,,,,�, � 4, I. I .. .i ., , ;,-2 �I 1, I� I I , 7 , . / � " I � i 11.1 - p � I 11 I .1; 31 CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 ; ,; I '. ��:. 7i ., "" � : � �;_: - " " ,I � I I �, , I I I , i . . � , 11, I " , 1. I ; , . . 11 ,_., I I- ' ': '11�I - I 1� .� ; I � I , I _;_-1 1.1 I I �', , _. i I ,:".�,I I �� 11 . , .1, ML MVMRM ,� � . � _) � I ., 11 i ,-.,--. I I I i ' I . 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I ; - 1� ,'� _�, -,--, DETAIL 6, SHEET C-14 I - 11, I I I �'l ! 11� , 1: I I I ll , :, ,:� , I I I � � - MCE CONSULTANTS .1 I � �,; I � , ;, �: � I" � 1. - �l I., !, i . :1 �1, 1-111 If I ,_��,, , ''I I .'' , I ,� _ 1 . I ., r 11 . - I 1'� I " ., "A I 1. " . . I . 11 1.1,�, I '1.1� I'll 1. I - ,. 11.11, �l '1_1�, I ''.�, ,��, : ,!�� l /I 11-- R-35 STORM DRAIN, BEDDING PER 1 1 00 S.COAST HWY.,,*318 1, I 1.� " "', ,., e, �I � : I I � ------- ''I I "I I, �� I I I ; . I . ,I - I I� ", " ; ':�'l�I ,I . . : ,. ? I. �� - I— '.I I ` :,�� I . 1, DETAIL 6, SHEET C-14 . 11 I I - - ll � ; 11 � � f . 1,� � : ,: , , I'� �' . _ � �� -I'll" ". ",.,. . I �" 1,1, .1. LAGUNA BEACH,CA 92651 Ill _ .1 ; ) ;. I I'�I- ll,� .,,l ;-, "I' ll, .-, " � ��_ I" �l I I'll � ''. ,.". 11.11 11 I — 11.11 .- � �1, 11 .1 / -� , l.", PH: 949-376-607 1 I I ... ,_ 11 .. I �� 0 1 , I— 'I'll I .1 . '...-Il 1, '.I., I /. �"".. 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I .", � _-, I f j ,;'_`1 . ; I � � � ; - I V.�l I I ,� .1, I � �, � 11 - , I �� l � I i �, I �, �, �, . �, I , I � : I �l 1� 1: " ; 'i I 11 I 1. 1, I � �� ., 11, w "I : , � � ;,�� I , � I � 1-I 1. � �l I �,_ I (g CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 Ill I I I I' ll , I �. " I � I I " . .1'. ;� -_ .111, _m .1, ,. I . I I / ; �l I , , I I " I I I � � � I -,v I ., � I 11�1� i :1 "I ,� I I ; -�' �, �' "I '1�I "I I E #2 PER CITY STD. 319 � I � , " , 1, � � I %, � ", �� I '. : i � 1. . I � , � . I ,� __, � 11 " _ � I ., 11 _� . z 11 I 11111 I 1111111----_ I ''I I ,. , ,�I " " ". I I - ., ! --��-:,- , 1� : . � � . I -1 � � � � , I f ; -" � ". , 1-1- 11. I I I , 11 1,��, �,, : @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 ", I...- � ' 'I" "I"'. 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I,---- _------- 1-111-1-111- I— I----,- 11____l_._-_I %11�-1-�"I - 1. l___,__L______,___------�---.---,,__.,-,-_----"---�-----, I i I : I I I %w I W. i%0%04- _�_�L" I -�- _*'%"?�,f�, _ � ' ' ''""" ** "'L) '' 2, Z� C-14 VFW I I I I I . > x I% IA 'EN+NMIA EE SH L;1UNS TRU(o;`Tl0N NOTES MEN= -,,MATCHLINE SEE_-_SHEET C-8 6 GENERAL CONSTRUCTION NOTES 10 RUCT 3" AC/4" AB VERIFY WITH SOILS ENGINEER x Ql) CONST 49.2 7 T 7.1- IRUCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 8 48.79 1 L" .89 TC 47.2 4 1 TC/ 47. 7Tc 7 CONST Q.5%48.39 FL �"LINE H-2 18 �0.5% 46.77 FL 46.61 FL 46.54 FL IILl P.4 CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C-14 CB Iclo �36 7.v 46.36 TC_@@ CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 46.36 FL 42.36 INV ------W=71, V=4' N9 FS 49.54 TC 48.60 TC 47.90 TC 47.6q ._TG-_---- CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C �9_04---FS. 48.1 0 FS /47.40 FS 47., HP 47.51 TC ? A R K LINL H I 4 CONSTRUCT 15' CLASS 1 BIKE TRAIL PER CITY STD. 1 101 U7 CONST 47 79 TC 48.60 TC_MH 7.29 FS T7.01 FS RUCT 12' COMMUNITY TRAIL-PER CITY STD. 1002-B CB 47 4U.73 FL TO" 48.1 0 FS 47.01 TC RANCHO CUCAMONGA 27o HP�',�484&'Tc 41.23 FIL 18 48.35 Tc/ 46.51 FS I48.31 TC 41.73 FL 12't:: 47.85 FS 47.77 TC CONSTRUCT 4 CURB ONLY PER DETAIL 2, SHEET C-14 49.2 v=5$ 1 TC �48.50 T 47.81 FS 48r.09 TC 48.23 TC CONSTRUCT TRAIL \48.4 fC 47.27,FS .59 FS 47.73 FS 4871 FS</ 48.00 FS 47.90(14) -47.1 CONSTRUCT DISABLED RAMP. PER APWA STDS. & ADA REQUIREMENTS 46.61 FS 47.20 3 TC 1 (D2 46.73 FS ,'46 70 FS U3 CONSTRUCT P.C.C. PAD 6 PCC W/#3 @ 12" O.C. 57.6 T'%4 0 7 54.6 FL 47.28 TC 19. CONSTRUCT SIDEWAL 3 46.78 FS U5 CONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PLANS RJM DESIGN GROUP LWI'T' S,l0F 'GRADING 47.06 47.5 (16) CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 7 31591 CAMINO CAPISTRANO 47. 6-.,TC -4- -.00 IC 46.76 46.89 TC R CALTRANS STD. & SHEET C-24 SAN JUAN CAPISTRANO,CA 92675 2 949493-26M FAX 949493-2690 39 rL N WWW.RJMDESIGNGROUP.COM co')Am U .46.56 TC (Z�U-) CONSTRUCT STRIPING PER CITY STD'S 4Z 4 6,_TC ""47 53 TC 06 FL MENEM= 1+ 6 FS 3: SRUCTION NOTES Co 4SULTANT: uj 47 cl) V 46.82 F �0. T7.36 FS -14 o< CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C 4 Al TC, CwL MWERM 6 49.26-TC' 2 47.1 0 FS PIVEYM TC CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 @\/X\ /YP Lmo Su lot, " PVC SDR-35 STORM DRAIN, BEDDING PER 47.75 TC 45.91 FL 46-73 TC 48.7&-FS� DETAIL 6, SHEET C-14 47.46 `FS� 46.26,,TC "46-23 FS 10 __j Q3) CONST ,2Zo 47.��Tc RUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER ---4,.6�26 Td DETAIL 6, SHEET C-14 TC LLj 46.93 TCN--- 4046 4 .76 MCE CONSULTANTS 47.80 TC RUCT 8" PVC SDR-35 STORM DRAIN BEDDING PER T6.43_�F�; 47.2 6 F U4 CONST 1 1 00 S,,COAST HWY.,#318 47.30 FS DETAIL 6, SHEET C-14 �TC 47.13 Tr, LAGU14A BEACH,CA 92651 z �9-.,!LO 48.65 TG,�49 I FS 4 .63' FS 46.4� PH: 949-376-6407 15 FS.00 _93 FL 46.59 I C ?t,, 47.95 CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER FAX: 949-376-6417 7.45 FS DETAIL 6, SHEET C-14 47.16 RUCT 18" RCP (2000-D) STORM DRAIN, BEDDING PER 49.0 6 TC 46.09 FL FS'48. U6 CONST SUB CONSULTANT. GT3 4&.6,6 FS 47.85 FS DETAIL 6, SHEET C-14 18 TC COX 0-Tr 47.70 TC 6 TC 47.30 47 #4 PER CITY STD. 321 49.5jr-, Tr 47,20 FS 46.56 FS -14 ,-4:6.80 47.5 --TC C-1 49. 47-89 CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C 47.03 FS' V/zj�_4739 FS I T 46 78 GIN I9) CONSTRUCT MANHOLE #2 PER CITY STD, 319 HP --FL 46.28 0 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 IC8 3C 48.3 2 TC 47.54 TIC 47'49.26 FS1, 47.0 4"FS RCP (1500-D), BEDDING PER DETAIL 6, 48.76 FS,�ll �t7 SHEET C-14 8.65 TC 48.51 TC CONST 48.-Gl FS " RCP (1500-D), BEDDING PER DETAIL 6, IS �__Tc 48-15 lie SHEET C-14 N47. LLJ 66 Ts"48.1 6 TC REMOVE EXISTING C.S.P. DROP INLET 46.4 FL-...... 49.30`11TC 2 48.80 FS,lA D 48.94 'TC, REMOVE EXISTING C.M.P. SEE STREET IMPROVEMENT PLANS 48.44 FS' 47 40 TC 48.24 TC 35) \,47.58 FS U5 CONSTRUCT TRASH RACK PER CITY STD. 312 48.08\TC 46.90-FS 47.74 FS 48.22 47.5 TC 1 TC CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) N49. 3 TC �7.72 FS 4 "47.13 TC 46.91 FS 8 TG HOLE #1 PER CITY STD, 318 OZ, FSN-\ 4 48.63FIS 31 '--,,'63 FL 9.�(P 1 48-.34 TC 46. :L 47.5a TC C-14 -D) STORM DRAJN, BEDDING PER 47.84 FS U8 CONST RCP (1500 INN 48.5&'\TC ., "I -,\ - TC 48.3 TC 47.05 FS, DETAIL 6, SHED 48.41 0 41.32 TC 47 47.83 FS I_'___4 70 S .9 I " RCP (1500-D) STORM DRAIN, BEDDING PER �8 47.32\�F.30 Tc -14 48.2q FS DETAIL 6, SHED 48.80 FS 2 47.94 TC QO) CONNECT TO EXISTING 60" RCP AS REQUIRED IoA 47.29 TC 48.34 FS.O. X,49 Ub HS 47.44'-fS.93 FL 12 WITH PLUG SEE STREET 46.79 FL,12 IMPROVEMENT PLANS 4 .80 FS I------- ZZ_= % -4 _T 2 a 9.30 TC 46.2 << 47.72 S-,04 TC CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 Q3) CONSTRUCT JUNCTION STRUCTURE J4 PER CITY STD. 333 5 .1 FS 50.7z\TC Lu z 48.40 TC FS,�dP 48.44.1 8 TC uj 'FS U4 CONST 49'�,Q TC 47.90' RUCT 6" TRENCH DRAIN (ACO OR EQUAL)I ___%87 TC 49 15 TC >48.68� FS 5 48 z O.37 FS\ .65 FS 110 CONNECT TO BUILDI 48�.'67 TC 4T6 TC uj uj 49.8Z,Tq '4 TC 4T6 I4 7.37 FL 4 48.17-FS 4-7.4/49.32 47.24 FS CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, 46.97 F soft 49. TC SHEET C-24 2% tD 409-7C P0.58 Fa\ Lu�9.30 TC " RCP (1500-D) STORM DRAIN, BEDDING PER 48.2 3 TC--48--80....FS- -C 49.461 48.29 TS L_ DETAIL 6, SHEET C-14 Z4 a 47.87 48.68 ra lco r I , T", 48.90 a 50.73 FS\ LLJ 6: -NNW 47.37 FS" CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C-24 4'49.30 TC Q.75 TC 9.07 JC P PER DETAIL 15, SHEET C-24 4,4"-,TC'4&80 FS\,e�� -48.57 FS-\ 48' ...... 48-25 ITS 9 ,50.94 48.87,TC-:�. CONSTRUCT 4" FLAT GRATE, BRASS (ZURN OR EQUAL)459 48.37 FS 19'�l 9 1 c 47.(T8.09 FS 49.01 TC 47.49.3 S 48.51 FS 48.69 ,FS u u4' 49.4 48.93 TC LEA%ENw' IK 48.8ON-TC 48.9"I - 11 i z 48.43 FS\48,30 4eminno Saloom VANNEW GRADING LIMITS JL ul -95 T 49.30 TC - ------- SCE TRANSIT LINE FS 48.45� '48.4& TC 48.78 8 TC 49.4 48.80 FS EASEMENT LINE z 48.90 4 77 0%_j MOW STRIP Z== 4 Z-oo' 48.12 TC uj 'S TC 49\49.30 TC .0 5 'TC 48.1 47.62 FS 2 SIGN SEE TRAFFIC PLAN/49. 48.22 TC I (n-v,,�' `N -__-A_8.55 F 47 65 'FS 1 50.98 FS 49.8 S C Ix 50.9 X IF .3n T 47.80 F 4 STORM DRAIN LINE/CURVE TABLE 4T72 FS 4�,20 TC DELTA 48.50,, TC RADIUS BEARING LINE/CURV LENGTH 49.4Q TC 48 70"- 4 CURVE 195' 40.93' 12*01'38"48.9 0 8.0 x O�44%56/TC 0 f S 95 49.0 TC LINE 19.1 N 45*07'09" E 47.97 49'.06 48'1 5 FS OiFS JRVE 90' 101.88' 64�51'32 48.5 �D c 49.30 TC 47.4 -FL 49.4G TC 1) N 69*5358" W LINE 48.90 48.80 FS 48 85, TC �TC*9.15 TC 191.88' N 89*56'56" W N47ff'-4-8.3-5-7S 47.87,,its 48.37,its A" 4 9.8 2\TC CE) LINE 90$(F� CURVE "3.48' 14�5656"2 48'65'49.30 TC �49.00 TC 9.32 FS W 48.aO FS CG) LINE 44.0 48-50 FS 3.17 N 75*00 00 0_1 0 CL I49.30 TC 9.OLT 48.80 FS ZZ-= 50.98 FS aL 48.55 FS \�5 48.5 TC 48. 48.04 FL Lm TC 9.20 TC 1 47.95,,T$ Tc-49.25 LLJ 48 70-f 90 �8.5 5�-T 48.75 49.20 TC,4a.05 FS 1.77o-,TC 48.04 F A -r^9 47.68 FL 0 10 20 40 C 4'.4 48.18 TC 50.9 8 FS jo 48.80 FS" 4 48.15 TC 55 4 48.83 S 48�32 FS' I_FS �9 4890 TC \49.9 3 Tt 49 33 TC 4 _'F E, 1 0 8.25 ,S a�8O FS 48.8 2 TC 50.9 8 FS 48,;'40 I I? 43 FS\�l I49. ,,TC REMSIONS FOR Crrf USE ONLY 48.55 'FS I5 0.98 FS 9.4'0'T 4 rc '49.20 TC APPROVED 52.15 Tgo�-� INITIAL DATE IIDATE DESCRIPTION 48.90 48\70 FS TITLE: STREET TC 8Z4/03 ADDENDUM #1 6 49 82/T 49.5 Tc 48.82 WATI!WSEWER L 48.32 L 4�,-3�//FS �06 FS ORO/DRAIN GRADING PLAN 49.30 TC 49.48 Tc 48i98- FS- TRAFFIC 48.0 TC 80 FS FINALCHE__ 48.W FS co R/W AS CONST. NONE== 48.55 FS FAD 5v IVATE USE v 49-05 TC FF 5 80A THESE PLANS WERE PREPARED BY- FOR PR 49. I82\TC.9.32 FL\\, INITIAL DATE D A. AN CIVIL ENGINEERING ----------x< LAND SURVEYING DRAWN LI ITS OF GRADING CHE(XED 50.2Z C-23971 N \49.72 FS DATEF�146z, NAME 50.98 FS -31-05 Exp. 12 LICENSE NUMBER FILE bo.98 L�n Civi CMY OF RANCHO CUCAMONGA -I- UF*I-At ItV ........... MEN= ID 0 IPROJECT NAME PARK-A- CENTR L 49.9 8 TC 9.82 C 49.32 FL 49.48 FS 48.34 MCE JOB NO.: SWOR CENTER AND COMMUN�TY CENTER 7 RJlM JOB NO.: 290-70 11200 BASE LINE ROAD 50.98 FS TC SHEETTITLE DRAWN BY RDB 49.32 VIAJCV )��AJ 50.98 FS 48.82 FL Ix CHECKED BY. RAM -05% AP DATE-z 06-04-03 T C-2 MAT HLINE SEE SHEE DATE COMMUNITY SERVICE MANAGER SHEET::z APPROVED OF 50.98 FS S.EET x DRAWING OF CIIIY.��21NEER DATE No. C = 5 I I I I'I�iiiiiiiiiiiiin Jill womommommemomm `M7 Tp� I I It I 111'1'ilillimililll=uoml� WERE 111111111111gago I 1111111111 III I jj11111111,111 11111111111111 --_______---_- ,hill . 1 T, MENEEMEM 1111111,11111111 I I lill I %D MCC� -_ I % 1 40 cp 90%A010% (("ENTRAL w %w v N S T R U(.%�T I 0 N N 0`71"E S ��, mmom I _0 I TION NOTES makim 1 CONSTRUCT 3" C/4" — VERIFY WITH SOILS ENGINEER 2 CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHE C-14Ll mp.A I I 11-`13 CONSTRUCT " CUB & GUTTER PER DETAIL 1, SHE C-14 4 CONSTRUCT ' V--DITCH PER DETAIL 3, SHEET C-14 9 5 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105—C Arm 6 CO STRUCT SIGN PER TRAFFIC OR DSCAPE P S I' A R K 7 CONSTRUCT 12' COMMUNITY TRAIL PER CITY STD, 1002-8 sommummm CONSTRUCT 1 ' CLASS 1 BIKE TRAIL PER CITY STD. 1101 '` CO STRUCT 4 CU B ONLY PER DETAIL SHE _/ 0 m m __ I 1111 11 I 11 Ill m ,_ „f-'' �� y� _ ET C-14 �� 1111 > _.. 11 ” 11 .r- - SEE SHEET _l ,,fF =Lw10 CONSTRUCT TRAIL PER LANDSCAPE PLANS s ' �r Ill ;.. IN a ,, .: z f'l ;'' 4MMME 11 CONSTRUCT DISABLED R P PER A >_<,.' �, . ., �. . REQUIREMENTS 1 a f -� -`-d.}. .� _� 1111._ STDS & ADA , ,r `� f' , ` ,. `--�- .' AL AV ETP D LINE '!I 50 1 CO STRUCT SPECT E ER SCAPE P I ; Ak-� 0 " Z,�_ ..___ �" .. '� / I'll , -' - , i 3 CO STRUCT P.C•C. P " PCC 3 12" Q.C. 11, 1, ,� ',7 / _-_1_1__'__, " I'llCQ STRUC SDE ALK P R i . 1, N , 1 T 1 _. 11,1.1._ ,p% 11111111,1111 -_ - ___. ,r 1111, p _ 14 ,,' / 15 CO STRUCT 0 CURB PER LANDSCAPE ARCHITECT'S PLANS ._,.,. 11 11 -,, I 1, _„vM_ ffi_.. x R S S FIG 37 SHEET C 24 _, ; ..t 16 CONSTRUCT DISABLED SYMBOL PER C T s S 31591 i P T ;. �' I 14 -2Z 17 CONSTRUCT SIGN PER CALTR S STD. SHEET —24 •CA 92675 9494 a2 FAX 9494 26 1111{ / ,'\ >__ .'"^.:, a `�_ 1 �\ m� ., ` `-Z �a �� __ y 18 CONSTRUCT STRIPING PER CITY SID'S VVU�W.PJMDaESOGNGROUP.+COM r 11, 1 _I,_.<< 4fi.8 TG �, . 1-1 ■ -' 'fOR141!! �RAIR OON$TRIUCTION NOTES ,/' ry 44. FL 31 A..,n 5 CONSULTANT: % 1111 - 41 / ..� _-__ 30 CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEEP C-14 r , ,r �' �' ..� 31 CQ STRUCT CATCH I PER L 7p SHE C-14 1 i O / `< ,_ x, _._ ., ,. � �� ' as CML _ \ _.. 3 CQ STRUCT 4 PVC SDR-35 STAR DRAT BEDDING PER r LAM SURVEYM (�' ° ',.,- C DETAIL fi, SHEET C--14 �j _ I ; ' S. A ?> F E , .� ) ) >� t , a; ' I J '�: s 33 CONSTRUCT 6 PVC SDR-35 STORM DRAIN, BEDDING PER __ 11 , I , f; 1 �i� DETAIL fi SHE C-14 �`r ” / MCE CONSULTANTS ;� �. f ',� ,", 3 CONSTRUCT PVC SDR-35 TOR D , BEDDING PER 11 S. • 1 . � \y`. �� J,'` // 6, S LAGUNA BEACH, � 1 ._ DETAIL SHEET C-1 f Jr as I 99+77 7 R TOR D , - EDDI G ER .f,; ,r 11 35 CQ STRUCT 12 PVC S — J.S _. r f,, �1 F AIL 6, SHEET C-14 ' _�_ -1111 5 a, 37.88 INV 36 : 38.88 INV 12" `� 0< 7G 34 °' r'' '" 36 CONST i " RCP {2000— ST DRAIN, BEDDING PER SUB NSULTANT: '�° LF.� 31 " 8.C? F5. DETAIL fi SHEET --14 41.0 FL . j _ a 2 2� r. ,r/ 75';L --12 Ic ` . ._ _ _ w 3 CONSTRUCT HOLE 4 PER CITY STD. 321 11 I .. 49' 46.5 TG - /'` a, 1111.,-1111.,.,,. ,.. ` �`. 2 42.5 FIL 31 f 1,3 P,. / CONSTRUCT 60 C (1350D), BEDDING PER AIL 6, SHE C-14 IN ,` 35 1 �, F' t 1 5 mu 1111 -1111„ f ` li. +' .' f I ; \ / , ;, ___ � 39 CQ STRUCT HOLE 2 PER CITY STD, 319 f` 1 j f < t l 1 :- , Illf ,�-.At\ z' ; 0 CO STRUCT LOC PRESSIONPER CITY STD. 307 mmmomm I 4. . / t f ..,: `1111 as I _, 11 41 CONSTRUCT 36 RCP 1500—D I P 1-11-.1111 1111,..-LLJ _ I i - ,. _ H —1 { , BEDDING PER DETAIL fi, x 11 , 14 a 1111, / / e ;� 4 ES�TR C 442" RCP (1500—D), BEDDING PER DETAIL 6, le f1 _ E W F �� __ 11 43 REQ EXISTING C.S.P. DROP INLET 1 � 1 r 11 , 14 \ ' I w 4 ` f _„ EXISTING C.M.P. — SEE STREET IMPROVEMENT PLANS uj .�` 11 .__. _,. ____-1111. 1111_ `, ta ; ,x r- co ,,< / 3 4 -`-r< _--" 45 CONSTRUCT TRASH RACK PER CITY STD. 312 5fl y �_ - 1111 r�- 111-1---, ..s 'll _ #: , I PER STD { ) m. ,� � �� . 300 PER PLA _._� 46 CONSTRUCT T . F Lli 1111. t l „ LE #1 PER CITY STD. 318 : I 'l .'r � �� AN am CONSTRUCT MANHOLE Sam " INf I I ). �- 111 P STORM DRAT BEDDING PER y 4 :, 48 CONSTRUCT �11500—D) , �—5 ,_- 'l 06, 1 - • \ C— 49 CONSTRUCT 3 " RC DETIL fi SHEET C P1 1500 STORMDRAIN, IG PER mi ,£ ,, ;- 1. - -,,, �,,- _ 1111 -..d F= __-�- -6 ,- '`� 49,0 FL °` CONNECT TO EXISTING 60" RCIP AS REQUIRED ; i i ,. < z Tye - ,< � , „ :" � ,i,:E � , 1111.. '\ F. S'>t ,< _. _, 1111, 1x1;1 .». I m f. . c0 . ,. _, ,Ic 1111. IMPROVEMENT PLANS WITH PLUG — SEE STREET [!:::g� a ■ �., I u3 tf NI- I I 52 ;4 —., �' 11 CQNSTRU N G - b,, _ - `�� //� ■ 5 CT JU CTION STRUCTURE #2 PER CITY STDIll - . 3310 0 401110 ,.N` B _ _. % },, 1 '1% 'I-',- 1.1 ) Q ------A ;,_'" _.._ .. 53 CONSTRUCT JUNCTION STRUCTURE 4 PER CITY STD. 333 Imm 1111 ' Gc i 7 ccs ,,. . . �, /`` . 5 CONSTRUCT 6" TRENCH DR {ACO OR EQUAL) cJDc �� 1111,.. , , , 4'-'l , , x _ ,5Q 55 CONNECT T BUILDING ROOF DRAIN Z 0 C=Z= ,� j. "Ile.,` x4 ,,z a, I ;1 ,. _�. ,. � , fi CQ STRUCT PIPE TO TH CH EL OUTLET PER DETAIL 1 , uj Z a _ :r, ''� ,, / SNE C— 4 _, ,r 20 4w 1 °\' .t 11_ - <,N.. ._1111,. l �. t, , ',' ,a# 2 .-__ 49.5 FL � : CONSTRUCT 4 " RCP {1500— STORM DRAIN, BEDDING PER �. r F . ,-,; _ DETAIL 6, SHE —14 L) 4�� _"_'___l -1 ,r 1. \ " A eF 11 § .. ,,)�,�.; 111.1, r N r` ___ U <gi�� / '4N �_�_ CQ T S Q C U PER AIL 14, SHE C-24 �y l p Y -- 11 •_ r, , _n ,_,_., t 5 UCT T -11 I .< t11 ,�, �`� , ` = v 14 1 .� CONSTRUCT IP R PER L 1 , SHE C-24 a . 9 f,, y. � / '` iA � � 4 �' _ _ ,N, ` F Q, , _-_ `_r __.. . .,< _ 60 CONSTRUCT 4" FLAT GRATE, BRASS { UR O EQUAL) LI < u 0 , „ „ I _ k, E _- ,- _§ '1Iz I 1, < - "ll. a 11 I ,, 1 8 12 r f _. r , �- , s . a as / �.� t0 8.23 N fi 1 47 22 / _ ., I \ 40` I 'I- I f , f END// l -- i / \/ 111-11 Z =7;== a I E I/ I " -I .,I I_ , f 40 4fi _ { -- ft �..�.. H - -`�. ff Z I. g f ` 44 d , r l ,: 1111 , ., , ., .. , ,' ,r.,,,,, ,,. {�'!��(y�`�1`�1 50 T r•r 3g t __e 44 MH . ,w a _ W-7 / •2t T .,, GRADING 0 u ZZ___-.r r , w ,: I r 1111 _ , 7.4 ____ � A - 14 � AD G LIMITS �l=5 3 0 FL 3fi -' • . NE _� � \ 38.90 FL 18" ,. 49.50 7G E AS e 3 ; as y ° FL �' MEN LINE _ __._ 11, 4 LF 3fi 0.2fi EASE T ,t 4fi 50 { j > f ff jt 1 rc`` t v e ,--, ('s ,, 1111 - i r ` s. :� �' ' } ��°� , , � ee.�. .�_�� MQ STRIP 2 <J : ,,. ,. `.�. g i, � (I f , MH 4 CB 4 40 4fi :, � ./` ,` .� i �g y 3 44 D/ ,50 TC ,° 1111 , — SI N 44.Ot TMH f¢ G T I I SEE RAFF PLAN ra_ ° F x - 1111_ " W=7,__ _,. F. N_ a .a_ ST'CRM ®RAIN LINE/CURVE TABLE �� ,37.11 FL 42" -a. , l 1, b 11 h. Y. 1• ,. 1111,. � „.-... -l", , � 's- ', a , a " n m' 37,,36 FL -Ac z" �1 s'°` • ® i I IMC'/(-1 ICA/L' DAnil Ic I CKInTU Mr—i-ra nranaa;l^+ I!�) v " ! ,..�. .; '°, ..<4 ..-_:-�`".-� <�4, ., ,-._4 �_ ,r. � '�,,, 1111 <...�.. ., x.� `��.' s_aa'�,jvva>rc,, a,aac✓,� L.I_IyVICI UG�lli CfCHRIlal7 I ""� ! F 41 38. 1., FL 18 INV 12 =39.5 _ _ J N s !, i c� F �k� �, r .54' Ir ! 1H LINE 198 74 0 {� 17 8 E m 11 r - _ 1111.. 3 1 , �--- , �. u__, rr. . CURVE 323 15.fi4 02 46 27 — . r , r —n 14 iN Ill ' P> Lu _e0 _--- _,. t .. � i � % " ,� 4 n : r.g fr $� % 25,41' — N 82'38'1" E !' - m u i ; -- LIE —1✓"' ,' �, , '' • � �; � `: • 1-11 • �,.i t w,`.. f 1111,,. : �€,"�;� J ! 9 • ! a! r'f' - 1111.. '"� �� „ r I LI E "E" ''� 1 ,1,. 4% ;;j ; ,R 3�3 88.84 15 45 32 — 11 ` .1111 °• :., ,. ..-_1111. .. . E 1111 •. 1111,,. ///��p/9( a. '•. .' t - q 2!� / r e a of ?I - M1 1\1 r 1111 *`� e� 7 m 1 � € ,.. r 0 9 FS C 33 ' 78 33 29 0 ! I 1111.- _ - ,° W r �,,,� ',,� o-e .� a .,4r' F A N I }, ! r _e„_. -- //, �' N 60 46 58 a 8il , ,, r a'`' URVE 89.25' ! s! n z ,. { NN : „ (i� o L� - U 0 } t i e � ` r , ,. •1111, ., ,. � .. -, -,•. '_, ,' - 1111_..<, <.... .. { 31 .� x' 9 I t, , tlll j d 7151 W ;_ .0 1111..,. ,. 4 . 3,5 T �.r G _.,. .< 1111 ,� � .- :�>> >�:., , _,. � ! . LINE 1 N 18 3 1_11 If#, NIL r�!D 4 40. F 31 --. _.,. _ f � LINE -� 53,00 — 1.3 0 L 1111 h e ` - , a ,� 33 .>.. 0 ........ .1111 a. ; = l - .t, j Y } , f _ ''� 0,98 FS ; • , A / , a 4.r , INL 1111 < �, f f 0<9 f f__: 11 11 . 6” . NO "I' n I r f 55 , 11 /' I 44 _x, I 0601 f,, ,- r , 1,- -, L) I s .: ''"1 Z , 1111..- ..- I "I , .. 1111. h \ f , . 1111 < -. .- € _ __ 1`-, 4 f . I s r '. 11 __.: �,...-..4 1111 a : Ill7 =-„�*w•>,.s 11 1 r f ; 1 �^� \ r r 20 40 I y 14 ti - - 3 ,., ., J {} ` I •. 'f e' ; < `1111 .-- - '� ,. 1111 >- / ,> LINE D / � -�---, F ��'' ,:"_X:.%%:, ; % // E ;i 4 J 14 ILm��%i iiiJv x 1111/ - ,.� � • 4 t ; •, - l f� % f 1 I _k `1 A U / 1-N* ,� �. 1, (� -r. _ , , , �� cc f HP STT” I w , , % \ 1 w o cs a� } 45.0 FS g v, 1y� I \ 11 I_ (D * J e ,'A111 . '' " 11 \., 11 4 �v. f� h f .,.,�-::.::,. U � } 1111 _�. � __ 1111. ,. . - :;..,:.., � _'r _ f= 50.98 FS : 1111., ,. _ L, I ' . , } t q ,' � DESCRIPTIONDATE I Ill illill,ililll 1 . 3 . :,a,q f 4° 6 ;..' = 1 if 4 03 A TITLE: I "Il % `, , .F '' . ' 1 f` , 4 WATER/SEWERf , 0�� 12 G ASS PAVE ;E ��6 48 `J 1111_._ � -o' ;, f, _. ,,, ~`�, ,'`' as `, I 1, Ill41 5 ,. { 55 - r , `, t ,, t In Z\ ,/r, 4fi " FINAL CHECK i \1 11 1111 , »; s I >` 1111_ �,._.-E. r '....- 2.1 , - I R Ici : i ; p,< 11 f , ,. "' i a/� I r 1111, .< ,. ld r I . `, 2 /•11 ~_ �� _s I .y , 0%0 i 1 I\ \ - FF 5119L) I ,", _ _„ I , t 11 I r. ^-�•,�,�� ,r , „ -,, ,_, ,_ I ., ,, , , 11 14 ;, �� ' 50,96,F r_ �_� ,, �. 1 f r'`` i ,..r 1111 —„". , . IN '`°.' _ * � '' �'`�.,� ___ ' 1, / � l A , �/ `„ ��' w, ._ A s .._,�_ � ,L-f`` PRE Y: FAR PRIVATE USE , ,` �:: a f., 11 41.90 T --------� _. t 1111 � "j_ ;� THESE PLANS WERE PREPARED B 5 1 � A d �ql 41.40 Fsr" ,r 12 ,% < 55 1111. � 4" {£,e' Q gpF E �p J --------_� yam--^^ 1 CI . ENGINEERING N I l ; �— �'_z LAND SURVEYING F \ Ia�,z;m=', .1111.,--, �` �,�z.�.__n. i -1.1 F -4p- 1 I ,� r 1-111 - r y\ � § _ %I I`11 `r i q 1 �� F , r ..,,.,.,e "•�,,.. ems, ,. ,. 1111; ., '. ._ `f,.../ '� l \ i' _ ,. """ 1711 i NAME .~_ < -� - �, ' �S'9' ... Ill C 7f7 . .l , T„ ,, 1111, D E AT —23971 f J , � tt F f ,� p• 12 31 0 "'`��. µ- - f< '- 1111, � 1 11 I f,. . a SE NUMBER FILE i r y- �.. ., .. � 1111,,_ � "^,,e "r.,.>~-...,....a.,..,�-m� �, , � �,s^ ff t N I /I1 1 t ,, ... ... 'i .�._.._,....... -1-"111 -®—._ ,<If i ,. I i 000000 % C�TY OF I .-I, 9 I I 11111 I I 11/0 __ - s 1 ..,1111.., ... ^�•. .., 1111. CCUCAMONGA or CALIV �, /ff r, _.. - '. 3 0 ;.,: '�"1111.<.,.. a `"""•<.,._ }: 1111 __ F :, f I--,/ I1 ,;� -•, 11 I 1 ., sef- , -----__11 --- t \ " +� . _�1111 � , I I 11 / _N --1 i \ I / I 11 - , / - \ / , I % lot�r _ i - - PROJECT __ R ii fi-11 _ ff � ' i \� SLS CCS C� J� .: 48.34 f � I, I - COMMUNITY �,� e, i 290-70 :, rf k 1 ', r- I 12 , , ,,, 11-1 .: f r ,, / C2 ___ ---- � r Y: rte' ''a�: "V/Al& )"�V i g< .f, l 1 x. r APPROVED I F s [ / i.0 , _.,«._,•,.:>_-.-.. ,.,-. �.,, 'l r 11:11, ".x R N /� f1 _ s} , 1111..«-„-1111-,- -1111 -..,1111_. .., _ .' --1111 t ED BY- RAM t i.= ' :=., 's� ..., _...s �... 4`•.. 1, :' '�. '., rr_ '\ -. _ --- 4 f•' 1111.- -...�.,_ !. g f , ......,..,. ” s .. ._: 5 � ', \ -, 1111-.-._ ,f - 1111 t x ,.+... y. ... e i I 1-1 <, , ., ,. .-1111 ,...».. � ._.a`� , _ .<. , � _ it le- - I'v 4 % k r� �t ='` IV I w,e�44,./) I DATE- 064)4-03 1 , _. , <` r ,� i a f_ ayl S Ali »\ "ll11- ,. % \ ,s i - -_ � DATE C U ICE GER 11111111 I _ ## 1SHEET: i r r r- ` D t I- / . 11 . ,. m 1 I a , , , _� - x 11 I onI 1111,1111,1111111 — Alillilliill (t Ol I � i ADRAWING 4J fg� C =6 z DATE RCE NO. C INE�ER r i - -_ 400 �� m.. 4 _ , �- / g a.. ��, _ ;° x ;'1 _�'- U } I'_ EN"RAL f = .t `s, : lt. r I 11 11" \ . ;, ,_ / ,_ I I T, -vfw� 1-1 / " _ ____-1 _______I___-1' N , L-- --.O / I - i --- I i�i I I / , / ___---- a I 0%"P - - . III . i;i � 1111 == , M, IS IS s'amomaiiiiiiii ii�0 � on an i 0 Ill Sol , on 0 M 411111M on so li�ll��l�illilill��illillilli�ill�ill"I 0 M so 11111 I lo/M I'm Ill 0 E 1 i IS lll0 AN-111111,MEMO M 0 Ill ff I _.____ ____ Fr % ____ C-t-'r Ill Ill r, ME I I '\ _ I I f \ I i '_ ______ CONSTRUU I 10"N NOTES `, C - _ _, \ 11 1' I 1, *J 0 . ____ {,F' - N1 I / r I;'1 , I "---" ,,__ ------,--, 1 I 11 - 1.1 I 1' 1% , __ /I . __� 11 , .A 14 , , 1-11 t -1 \1 I 11 i1.1-11'11_ \ -.n '11, \1 I " 1/ ___ 11 / ,a 11_/ i ,, C_' I I, _w -,,f, "" _-, a. 1, -, 11 I / __ """M Embim0 P r a I !1, A I T � 1. - I -1 11 I, I -1 -,I 11 ' ' .A E ■ . ION NOTES ; ; ` I, 'xI ., I .10 i "I I'll " .` 1 CONSTRUCT AC/4" B - VERIFY IT SOILS ENGINEER =' _ o__ a_ -1 �A 2 CONSTRUCT " CURB ONLY PER AIL 2, SHE C-14 ,, yowo - I 11 11 `. ,x _.. , -r 1. " , -5-1, 5i «�5,.._ 1 �� " 0 .rdj � � ,, .� ,.�� CONSTRUCT fi" CURB � GUTTER PER DETAIL 1, SHEET C-14 till 14 / I I, ",. \ a , 11 LIN m__� .__,_.,_ I "IIt I x_ �, f fi "I ."y x 3' --� _---��---- 4 CONSTRUCT V- IT P DETAIL H C-14 L.- 0 11 __ s_ _.__..,_._ .___ - `r CONSTRUCT LI IED CCSS C CITY STD 105 C f. , « 11, 11 r , k ., F I s gi 8 r` 11 ..11 CONSTRUCT SIGN PER TRAFFIC OR LANDSCAPE PLANSA �. _ _: I ._ .E1 } •s - r �' f _ >b �� - _ ; I 11 - RANCHO CUCAMONGA -. --�-.,«__.--� .y __..<._ Y_.._ _�_, _ , 7 CONSTRUCT 12 COMMUNITY TRAIL PER CITY STD. 1002- . _ _ r �_ p ��" '�� _ CONSTRUCT 15' C SS 1 IKE T L PER CI STD. 1101 m P-A, s $ _�._ CONSTRUCT 4" CURB ONLY PER DETAIL 2, SHEET C--1 Ill, ___- I I / ,7 ,-.-I 11 , �� 10 CONSTRUCT TRAIL PER LANDSCAPE PLANS , _' _. _ r;� ,.. .< REQUIREMENTS -w_ , 1,_1 « 11 CONSTRUCT DISABLED P PER APWA STDS A REO = "__._ 10 CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN __ - _ -.. _. _ _ _ . .,.» I ,.q a n_ CONSTRUCT 1 1: P.G.C. PAD 6 PCC W 3 12 O.C. k, . ..er I I'l A' r t > _ F-- ( '_-, I I , 1 ^s..,.,..>«.. .. : _ t, / 4� i �,,_ 14 UC SID E r. 11 CONSTRU 0 CURB PER LANDSCAPE ARCHITECT'S P '__ s, 15 CT P S DESIGNRJM GROUP r _._ y.,r ___., �: _ < -,= CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 _, .. , 1 31591 CAMINO CAPISTRANO CONSTR T SIG PER CALT NS S & SHE C 2 �_ 17 UC TD011 1 , - 949493-26M FI X 11 SAN JUAN AX IS 949-4 °CAS90 7 y CONSTRUCT STRIPING PER C TY STD'S { , , 11 , I'll , � s.t - i „r _._. � _ _, _. ea �r.__ -"_ -- �� x I 1 1CONSULTANT: _ __� 1-1 11- �_ r ", /-%a I I- I'l-1- @ CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-14 _..._._ 1,; 'i I I ---.--1-111-1--( -11- ;, - s _ _ ._, I , .a ' __-. CONSTRUCT CATCH BASIN PER DETA L 7, SHEET C-14 __,. In .r _ < __ 31 _.�. ,Y sE I _�,...__ �'` m._. ._._. I _ Ill3 CONSTRUCT " PVC SDR-35 STOR DRAIN, BEDDING PER w __.,,_,�._ _� ._.___^�� I _. �. I 1-11" .._ " et ``� _T _ DETAILSH 1 t�t+� e,itke;k��c3 �.��v,�tp4 I 1- 3 N11 33 CONSTRUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER - I_ I'l _------.."___ . _ I -1 MCE CONSULTANTS ' '", _,._.,., ., .-.,. » . =. 34 CONSTRUCT $" PVC SDR-35 STORMD BEDDING PER 1i S. .p 1 �� _ __. ._. _.�_._ _ _,< -- � DETAIL 6, SHEET C-1 � 1 ��_ " , -' PH: 949-376-607 1tt �� 11 �� 12" PV SDR-35 STORM D BEDDING PER 35 CONSTRUCT C SD - T R r , j F 949-376 ]7 . - ET F f - 14 46 _a ��` 1$'f RC 000- STORM DRAT BEDDING ERCONSULTANT: _ DETAIL 6, SHEET C-1 ,,. f �- 4$ _ . ^ �� CONSTRUCT MANHOLE 4 PER CITY STD. 321 { 4.iA 3 CONSTRUCT 0" RC {1350D}, EDD G PER D L , SHE C-1 � � i _ 11 'XII 11 �.._ � CONSTRUCT A HOL CITY STD 31 -M 39 E 2 PER _- __1111--1.n. p_. _-_. ._ ,11 . �. - � � �� 40 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 _^� - _ _ "I'll e. „h 1 41 CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6, -1- I -, I_ I / , < _ ,�` 50 SHEET C-14 k`` r 2 RCP 500 } BEDDING PER DETAIL f s , , .,, ff r ,_. 4 ' \1 I -- _._ ;fT I— -�x :� 4 CONSTRUCT 4 1 -Q , 3 6, ^: . SHEET C-14 ----. �� " _,_- _, 'N "','__-_1_1f_, I I_11', I/ ""I'l., (g REMOVE EXISTING C.S.P. DROP INLET d _ t _,, _ I - "! " I / - T.-_._."_ _,." 44 REMOVE EXISTING C.M.P. - SEE STREET IMPROVEMENT PLANS m_ _. Z!fP1 M (0 @ CONSTRUCT TRASH RACK PER CITY STD. 312 < x k_` a4, � 114 46 CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 {W PER PLAN} r- n,L .LL. Y�,� 54 4 CO STRUCT A HOLE 1 P Ci STD. 1$ am z. ._ 1, - NO GRADING __ - - ;$ _.« fa __ �, __,a««A=4 :,I CO STRUCT 24'f RCP 1500-D) STORM , BEDDING PER ___ II SHEET C-1 a DETAIL f 500 } STORM D BEDDING E _ ..� _. 3 " RC __. `4 56 49 CONSTRUCT P 1 RAI E a I IN, D L 6, SHE C-1� 2e _ ____,. _._______ ,_ _ ... r_..._.. .__..___. E (@ CONNECT TO EXISTING 60" RCP AS REQUIRED Lu - ;4 ___e __ �r- WITH PLUG SEE STREET_` .- "A 51 PLUG END OF TER - __ __1 --- / 1 , I IMPROVEMENT PLANS = < Z sit re {t , 1 1111- __ Ill ..� - , 5 CONSTRUCT JUNCTION STRUCTURE 2 PER CITY STD 331 `+ �m 0 Lu s ra CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 333 , _. ,, : aw 11 ,.._ , a z ,; 6" TRE _ '' S4 CONSTRUCTC D {ACO O EQUAL} / I qj SIV, 55 CONNECT TO BUILDING ROOF DRAIN 44 _ -, , uj 0 r 11 J�, �`_� ' " _ SHEET C 24 IPE TO THC NEL OUTLET PER DETAIL�_, w. 13, 6 _ ,<«_ 56 CONSTRUCT P u _�s._. e, PER 0 ,:�z *a - I-, "", - 1_ -I- "____ _11/ . / ,-11, __--- " �� 500 STORM DRAIN, BEDDING DETAIL SHE C 14 .X v . ' C '15 11 6, > - 11- _- A < -LL_ ,. _-�_- _, A _. `" �. 1 , SHE C-24 ,11 �� - , u _______ 9E _„ ry -«_� . 5$ CO STRUCT STO D CL OUT PER § `6 _ _ CO STRUCT RIP E L 1 , SHE C __ ,, ^ ca y �„ � I 59 5 -24 ,,. to :e a ." e _ .11.1 I .. . : E r . y, ,,,�, r, _ __ _ _ . 60 CO STRUCT 4" F T GRATE, R < <�� S U O A } �, d ^VL r r cup %6 V 11 11 11 .i �' ' LIMITS OF GRADING( I s , , - I" u t 3 :: 'END 0 A - -" ,.,.. I 11 LEG , 1, , ___ 3yf - _,. -_'__,___,1 '_ Z 0 - LIE ' 0.20 _�, _ ,4 1 - _I I , " -Al- Z - TI . u , F _ , ^ ., � - �._ �� GRADING LIMITS CJ L x « E } 0 u- . , 0 ETR SIT LI r �_ ,,_ r I'llM 4 �. n�. - _._ __._.,,__ t g 42,Of T H ..._ __ _ _. 1A Al 0ZZ-= ZZ-= e F " `< 36,47 FL 48" f „ , ,5A' '`f � `` MOND STRIP __.._. f` = 36,72 FL 42 42 4 ^� :, _ -,*1 , / .- '. , I .- r . � SIGN SEE TRAFFIC PLAN `'1 `� , °` r 11 •1:,,1111,101e g . It. . _ 11 t < U4 (n r x_� _ n �A �- . � _ �, <� d _/ � ,_ - - i 1. r .._ __ v �i" m , , A , « ! 11 0 r. � -. 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I IIT DA "I 11,7TITLE: TE 36.00 INV OUTLET 56 SEE SHE C-24 ' 8/4/03 ADDENDUM fl STREET 00000 _. kR _�_____, 11 , �' 0000 - _. 3� �� 4 "I WATER/SEWER ,� , . _ . ;h < ra ^ ; 11, ti _ « -- ____� - __ �_. v_.. ._ FI IC _.__.___. ._ 1400-010 _.- ____ , E I , s, T 4 ,_ THESEP E Y: FOR PRIVATE USE - ,. ___^'_, �_ _ F .,r z CIVIL ENGINEERING DIRAM/I�1 �*' C,�'�' �F�G� . - _- _ LAND SURVEYING I I 1 - ,. 1'1, L ..__ C-23971 _. . _ _a, Exp. 12-31-05 ,f �_� . ,, » � NAME DATE �., I _.v E ; < h ._. ucI�sE�ulaE�a 7,' �, FIUE x 11 I IN IN t " I "I 1 - , 1 x, ,.-" ;.11111 IN 0 0 IN It --'m Civil,. I I I-' ', 4 ___--,--, I I* I _-_1_,___-11-1_1_-_,_-_ " ,. 1 \1, � ;`L) , I MATCHLINF - SEE SHEET I . I \ I'— -I I 1 -------_ - I" I , j. 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CIVIL ENGINEERING �I --111111-1,11 II- I—-l_,._ll__._l_._l I'll"I______�__-11-1" I ..., I I _111-1 -.111- I I I----, I_1_1___l_ll___--11-1-111- ----.1.1,-, f � I I � I . ,-", I I " PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 �� F - -117-1-- --__ll______" , ,"',"__,__-----__l_-__-___l________,", , , - � _ , -,- I � I I � - I'�.."---,�---,-,--",-,-,-'--,-,,-�lI I____.________-1 ____ __ __ _ _______,____ - _�_,_-'-,---__l - 1-11-111_ ''I 1-1 __---____,__- _____-''11-1 1.1-1_11 __,_-,-1__l.1____ll -,-''�l----" �"-.--,.-,-,�--�"--�.,��--l'�� __,_l__ll -1_1_--_--_1__ ----1-11 l-___"__,____,.I-11-11__,_1-111-__" " � , I I I � I @ CONSTRUCT 4 � K "�tiv�- .1 LAND SURVEYING --11_-1____l__-1-1_____l...-11-11--l'', _-1-1._I---,----_:-1-1- --__-_-_- _1-11__l___- ---1 I 1,�I�.-I I I-��I--I I -I I �I I 1.- I I�II 11-I I I i I � I I � JR] � .� ��' I�I'll,I t�I , .......I� _-,___'_____I,"__-,_�__ _ ___ _l_____, l___ll_ll 11---�- --1 1,I I �,, � I - �,- I I MSlll&.aw"_vlTlw_=;0=W� 1-11.-l-l_ -I-,-- -1 _-11--- I I-_--1 -11-111,__--1 1-11---l-� .-11_11-1 ----,-,-,____ 1-11 1-11, ! � ;' � I I I : 1 ___________jw,___,__,_______ ,-11--_-11-''I,-"- ____-1------111-1-1."., -11 ___,", -,I I, _ I I 1-11-1-1 -__ -,-�---%�,,�-,�"--,---�,---"�-11--1-1-1--------,�ll,",-,�,,��,��--"-�,-,-,-------.,-�1--�,-"�----�,-,-,.-,��,--"-"-.--,,�,-�---�, _,_ �- --111-111- -11--1--11 I-1--1 11�.-1 1-1111-�,�l-l�,-�----"",-,-�--.�,,�", ______,___--_1-- I ,_-,"""" I / I __--'' _1-ll-_--ll____ I - --1.I,_____ ___ _ -l___________, -1 _-1 -1-1- 1-11-1 � �" I I ; I � i -35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 , - �,",____________________.- 1 . 11, I , � I I I 111. - ------_.,�I 1_1-1-1 I___ I ll_ll____,lll ,____-____-_ll__-------____-l_l__,_ _1-1" _ , -1111-11--1 I-111,I11.1-11-111-- "I'l "-.---- _1-11---I 1111-1-1.1 � I-_l-l___ , ,� I I � i � -1 1-1--I_,E,--�"--.-,-,�--"-�-,�,-"",,�,�',_____,__"I'll-", _,_____,_________ 1__ ...--11-11_ 1 -1 - -1-11'',_ " 111-1-1-111-111-11-11- lll __._,_l_ 1-11 1_11ll..l___. , _ -_ I ''I 1 , 1� ; � @ CONSTRUCT 6"' PVC SDR ___ __, I'll, -1 -111 '�,_ _ 1-1 -1-1111 " ,� I I : 1-1_11 I _...__ -,"._ - 11--�-""''"��'',�-�"-'""'' '---,-,-" ,�",- 1- 1 -1 -l____,_,_, -1 I., �11 ,�I 111-1-,____-___',-1-I�__ll__l____,______ll1-11__,_,________-l-1.1_1_ " �,;L, , � I I I I s -____�-11 -------,, -1-111 , . , __ *,� I'll,-1---1 l____.__ll______ __11-1- : � � --,,,�-",�--�""--,----"--.�-------', ---1111 I 1-11, I I—— I 11-1 ll_l__1_ , � I , "I I � I � I ,________,_, _�l I � I I � I � I I :_1 - -, ___ l___l___.__,_ -ll __-- �. I I I I � � -35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 , - � ____,___._l'l_. _____._-_11___.......- l__11__l___l --111_ 111111--- - I—I— 1-1 --111___'' I—I,.,,---1 1-1 1111.11-1 111-1 I— 1111-1- I'�-1-1--'--�-'',,,''-'',-�,-"- __", l__ lll -1-1-11 "I - 11 - I � I (�� CONSTRUCT 8" PVC SDR �'l I I II I ,. I—- I 1-1- I 11 11 -�-1 I_ I'll - I , " - --111-1 I'll, I -_ -� I— ___ I 11 1-11-1_ -1_ --11. 1-11-111.11 I I I 11 �''I� I 11 1- , I I I I � ,f' , 4 , -_11-1-"I......_________,__,_ "- I-1_11- -1-1-1-1111- I I I 1-11 -_ --I'll, -- 1-1-1111- 11 I _1 __ -.1'.", _11- I—— _11,1- _ -, -,,-,-,,��ll-�l-'' ,-,",-� ----,� ",� l___l__l_ 1�:�� - " ,,-,,, - ,,I—' __ __ , - 1-1 - -, "- ,____, --- 1-11,111- . I � I I-----"- I -1, I— -, _ ___1-11 ; , _ I -1, , ,--,-"-,-____-_-ll- --11111111111 -11 _ I � -1-1-------�"I'll", . I I i � � ,, � '_�I I I I'll " I'I-r ': -1 -11ll'_l_l_11-1-_-11,____,___1__lllll______1111_1---1-1-1111 11-11-1_11111 lll__l_, - -1111-1-1... I I I-1 -1 I 1-1_1.----.,-- -_11 11-1 "I , . � I " � 11 I � 11 I 1 I -,- , I I I - A I I'll- -11--- - . � - A , DDING PER DETAIL 6, SHEET C-14 11-1-_1-1 , ? I � I �-) I � - -� -- � 11 ,-,-, -1111-11 11 I I I—— ''I' ll, " -_-11-1 -_-1-1 - I—— -111-1 .111 -11- 1-1111-- ." " I � I I � @ CONSTRUCT 12" PVC SDR-35 STORM D' I _____ _-1-11- �, I : : " i __lll_1_11l1-1 ------ _____ -1-1-11- I " I 1, � � - I - I I " � I I � .1__ -, I I - � I'll -1 11 "I I I I ' : _,:.. l.l.�.'. - N0GRAblNG' _-_- -11 1. _ l-I - _,"ll "I � - ____-l 11-1 l-- 1-1 11 11 1 3 �� 1 1 00 S.COAST HWY.,*318 �l , "" -1, I ".I I I�11-1 I 1,-,,I I I I I ,-_ I I __lll___l_1___ ____ ; I c I z ! I , __1 - ", '1- 1.1,111-1 I I I � I RAILROAD R/W '__1__lll,___l__l__________l I—,1-1-11,_ I I 11, , 1:1 1� 1, - I—'11�---I—— . I I I I � " RCP (2000-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 LAGUNA BEACH,CA 92651 1 1 � � I c I� I � � - I � I I I'— , I ! 1--"', -376-6407 � � PH: 949 1 1 1 1 1 �� 0 �� ""I', I -I I_-------,_,,_,I I _1-1-1 11___,_,___,____- _I 1-1---� I�,� 11 1 -111. I I �l � : � I i I � Q) CONSTRUCT MANHOLE #4 PER CITY STD. 321 -1 11 -11 � � I 0 ` " I _"l-_�__ -11 -l-111___,_,_,__,__"Ill-ll-.--_11-I-1 __1 -11- .", I I I FAX: 949-376-6417 � � I .1 I I I � - , I _� , I, 11 - ' I � I I ; 1_� _1 � - : _1� I I I ? 1 � , I s I I - , 11 I � �l 1� � l % I - __ - .1 � I I I 11 I � @ CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 - � ly I 1� .- - I , I � , I � I 11 - � I � I I - 11 ,,,I , _� 'I', I SUB CONSULTANT: I I 11 1, , I ? -1 11 � - - -- I [ � ll,' , Al I I "I, � 1�11 " 4 __f____ 11 �_ � I �l , 1--__ ,___,__',1 ; � ,� � I 1, - � @ CONSTRUCT MANHOLE #2 PER CITY STD. 319 1, I 1- __ �_ I ; � � � I i , : . : i I �,_, � _111_� �_l ! I I , I z � - I I , 11 I � I "",- __', _ I "I -1 I I x � i I—— _________'__,__ -�,�,-"",,---�-,�-.�""-,-,-, ___ , __ �-�,-,�---,��-,�----"--�,�,-��-,�,."-�--"-��--",-,�-,�"-,-,-,-,.-�----�.-"- ,- ; I � @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 __,__,_ "'', - __ �1, I t I _-,_____ ," , __""'',"_ .� _____ - �-�.--,��"'-,--",-,"----""-��---"---.I _-.-l-llll__--I—_____--,__ _____l_11_-11--___ I I � I ; .- I - __lllll..l _11___l___l_1_ll ___lll___ .-,�ll,"-,----�---�,,�-"-,--,�-----"""",--"�l--,---,-,--', _._,____,.,_,___,__ I I � 11 �"I_m--11-1 ---, I I -_ I � -D), BEDDING PER DETAIL 6, SHEET C-14 -.1,_1_1-1--l-11. -1111- l______,_,_____ _11111_1_,_.l_l_l__l_l I I � @ CONSTRUCT 36" RCP (1500 _ __ I,- s I i __ ---------I I—,1111--_ -1-1 1-1-1-1 - _11111--111- _llll_ 11 ._ I I e � ___ -, lll___ll__-.---,-ll, 1-1.111-1_, -,-I.-,-,- -1--' 11 I—--1 -1- 1l_ll_'__l___ -- o � � I � I --I.- _ � _ c 0 ____,"_____,_,______-1______---------- 1--111 1-1 �l-�-_1 I—_ '. 11-1-11-, I.,-1'I- 40mmom mommam_4mommma ammomm qm�-mm�"�",,,m" -I -I�I�-_ ,iiiiiiiinim"I_�� ,_, __ : � I I � I� I I—, I- 11 11-I—I I_1-1_1111.1- 11__lllll---1-11--_-.-____1_____ mmumma -, I I I I - I � I � ---- _......._I -1 11 ---_1 "I I— �1-1-1--l--,"._l_-,_,_ �_ftw __ I I I � -D), BEDDING PER DETAIL 6, SHEET C-14 � � I � �� I � __ 10000op _1,111 I—' ""I,** , .-- , �l : � I I ? @ CONSTRUCT 42" RCP (1500 __-11-1-11 "--��l-Il-",�""-,-,-"�--,�I------"I'�-��-1-1,�,��,-�-�,-",�11-1-11 1-1-___________ ; ; I i \, _� I - - , _11,� 1�_-11- -11 _,____,___ "--,- 'x ll'_____] -1 I '� I I I I � 11 ; I I I I I -1 � I - I ___ I - I ! -_ __l___l,- I I .10 _ "I I � I f �11 , - ,��__ _------__,__,__---, 11 : I I' � i __ I- -_ , 0*0 I, , - _ 1_11 , �_'�qo,�_ - - , _I—'-.1", I I 00 1, - 1 I -, I @ REMOVE EXISTING C.S.P. DROP INLET , � -,-,--,I', ,--.- ,---- ",.,"�l-----"",�,�, - " .-�.�l"-�-�----�.-�..._1-1- -1 I........ ��""� I � ,�� : I I , I a I I I - " I I 11, I 1� � � " .� , � I- I 1, I�_ 'I- - � I �_", -1, I - I i ' , , I ,;, I � 1� " I I - I __ 1� 1% I IN I""I "," � � I ' ' ''I 1 , _ � I -1 l- I- I . � � � I � -_ -1 . I I— -1 1 , . _� / I I �� %I . I , " ; (g REMOVE EXISTING C.M.P. - SEE STREET IMPROVEMENT PLANS l/ -, _11"-__ _,_ -� �_", - _ _ ,," ," I- I __ I " ,� - ', 1, I -_ I 1 � � ,� , , _- - _ ,'�_ 11 -_ � 1� I - I ,�� , " " _ --- -"�'I.-I,----,�".--------,�-�-11.11�-,- 1, , I ' ' I I � . , , � �, I I I " __ __ % � I ; " � � i � � ____,_ ___ , _-, I"Z� , � � , , " � � � I 1, � f , " _ , I I , I I _. , I � - I .--,-,- , -, �,,_....... 'i � , �. " .,- , - - - , , �11 _ A ', - 1 17 " I ,"I , � , , , , ,- , " � I � �"', ,C " ,_ -_,, I � I I— I , � , " , I � I I�� , � ,'' I - - I-- I I I -_ I � I I , _ I __-, , % I � _ �� " i , � -, " -1" _ -I� I - , "I \1 i I , � "I i �l�lilimlli'lli'llilill� ___," 11111"I'l-I - 11,111,111, _,", __ 1 1 /(68.2) FS , , , ,'" , I I �l ,,-,,- I "I ,� , I I - I I - I K PER CITY STD. 312 1 1 1 " $ _- 1� 1, I � I I,11 E " i � I I 1--_ - , _ __ ,-' '.,_� ,F,� - , ,,, -,- , I , I I 1 5 -- _/ _/(68.2) FS �_� � I : ; �_j i _� � 4mmmmm - __ - - - I , , _,_11-1 " _�, , , � I , ',� � - I I " 1.1, , _� 4nommm 1 � -1-_-_111 - I I - - - I I, " , I � , � �� I , I .- I I --, � - 1, , - , 1�I I �, ., ,�, �� I- � 1� I I , 5 1 0 ; - , I I-_,'', , I � I I I ; I I , I I I - I : 4mmomm ----oft omm"aw'm 40mmmm� � - - I— _�l __ 1, -, 1, 11 I --1 I 11 - � � -_7 I � @ CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) e ; - - � _. 1, � _� � ! ,i,Z, I � I t I � 4imiml�'l ,�om-mwmm� I I , ------------ 1, I .,11 _�� ''I �I �- I � -")" � "I"", I � ��_, I - 411011111100 -------� - - - - 4mmoomm \1 � 11 I ! I -11 � "ft"ft __ao I _<�- � �I,1_,_�",-"_'-,�',,, , , ______ �" 4mmumm ,_ I I -_ - 11 I I I I i ,/ "amom I �, "11111offiffillo I � 11 - � ,� �1,I __- � -1 � - - - - � I �, -,_� �11, _1 - 11 J;1�,< ,,';� � I ____------ ,I 10 I -1,1-1 ll"� l -. " ,� , - I , -,- I 11, I" " � I ------I I @ CONSTRUCT MANHOLE #1 PER CITY STD. 318 " I 1�, . - � 11 - I- I 11 �, �`��_`�_� I I ,�� I � i I � � , � ,,, . I I � I I _,:� -1--=, � I I � � , - " LIMITS OF GRADING I �� .1 � I- -, '_ ,1� I I 11:11 X I � - ; I = I " � � - I 1 , I 1� 1 " � I i - I ��__ 11 �_,i",,V�", '!��,71, ; ! i 11 1� / 11 I � I - 1- , "I � �_/,, , j! � -1�7 1 1 1 � I I � � I , 1-1, , I I \ , I I � I / '�_ ! � �l I I I -D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 .1 ,-- I'll �-,�,,�-j,:2,,`� I I i , , - 'j, ,�,',;:2, _______� - I ii" I I �l 11 !,�-_-,�',� -,`�__, , - � @ CONSTRUCT 24" RCP (1500 "I 'I& I I - i,:... 11 A ,,'-- _!�,�,,,� � I - � � � �_l i ;� - I I "I , � ,, �� 1 �, -1 I 1; 1/1 11 I � I, '- 1,_,,;i- '! -�,--t-, I v I -1, __ _ I I�l � �_, I - I I _'s;_�,�i� -_,�: I I ��I I __1 � ��, 000or ,, " - �,, ,�l-�--",--;��".,-:"��,i,��i,,, I I �_ � , -11_-_,__ I � - 11 " -, I i --I--,- , . 11 , (' I ! ! 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RUCT 8" PVC SDR-35 STORM DRAIN, BEDDING PER 1 1 00 S.COAST HWY.,#31 8 --______ _______,____,7---------- _.1-____-__-_- ---l-'. __.------ � _-_____1_______________------------___ ____________ -'---.-____-.--,-,--------.-_,-" _ � (34) CONST __� --_11-- `_,� 1--_ - ____.� ',_� ...� -------------,----�--.-,-----�--�-�.,-,-------,.,�--�-,---""-,------,.,-�----,-------"-�,-�,-- __ ____,__'_ - DETAIL 6, SHEET C-14 LAGU14A BEACH,CA 92651 --�---,-.�.-------,----,-�-.--------,-�1--l-.-��---�.-,---",-�-�------�---�-11----�--,----.�-.------.------.-�-.��--,��,--�---,-��,�-----------------.�--�----��--�'---.---�.1-1,-",-.--.,-,-",�.........�,-,---,----,�------,------.,�.-------,----------,----.---,--,---.�-"-.--�.�,--l"-"�-1111-1-1-.,..-�---,�-..,---.--�---,-.---,-�"--,.-�-��.-,-,�--"-.,-,.",.-,�-----�-�......-.,-,--.-,.�l-----�---,�.--,---�,.��,-.-�--,�------_____,_,._,_--.___,_- I-------- PH: 949-376447 r,� -�i��C) -;� m @ CONSTRUCT 12" PVC SDR-35 STORM DRAIN, 13EDDING PER 1 '_569./ 'i",",',�) ----� FAX: 949-376-6417 , - " �, _;, ,, ", 1. � -14 , 4 'i _1 " - t '! 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I--,' x \kil� I " � /./` `\\,, N / t>3_1' I'll - .� N, " / -- � -, ,, __ \ 56 FIL \ \ __ / 11, I / X-A _,� I I III I Oil I _____-,____1' _,�, _____1_ \11, \ , 1-1 1 , 49.2 TC, ______ ______ 1 12 �,�, / " . __ , � / , I / -p!---i - 111\1 , L PARK ____ I ,I 1� ��_ 1 , 5 , - 48.34 ____, / �")_!, ,- '�, 5' 1+0./D --- MCE JOB NO.: ___ _._,______.__,_,------,----, \ \ // I I - -1--____ PROJECT NAME TRA - __", I \\\ 11 1, I\ -___1----,-.�-�-�,-.-",�-,.--"---,,-"�,��", .'/ 1�,, \,I , -,/1/1 1, \N\ ,101" 1�,1,1-l"/ x """ � /�I* -_4 _--,____ SENIOR CENTER AND COMMUNFY CENTER RJM JOB NO.: 290-70 1 _\ �'.. ,,�'_' �1,111, _\i'� 18)_- \N1 I "-I--'-, � '%%��\_ __��_ 0 � __ / _ - I 11200 BASE UNE ROAD \11, \ 1. / \ /I-1 - / � \ '. "I ., _1�__J� -------_________ 1 ,11 I 1 4 mmm\7 m 0 m m DRAWN BY: RDB, m 0 m m Elm . Ipm N 0 11 0 0 -m-ammommo 0 m p m -- on �_I blll�m m INN ,/1 m IV IIIIIIIIIIIIIIIIIIIIIIIIIIIIII11' N/o/41111011111110111011111 m 0 IN. 0 m m �M 11111 0 m m � I/ En ________--m INN___ m m 0 0 m b 0 m =11 / �11 '� I SHEET TM I � I I_11_1�_11_- --,--,--- 1_� 1� / "I '_", �1' , / \ '_1 __ .- �, _�' N - -SEE SHEET C "' - ______ � I \ - , --��'/, / N m ^ _,` " ,i�: ,� A " I \1 _w 0 1-1 ,7-- 9 _ 101" ^ = , �, , I' -1 OAA- I I 16 -1 ,,, ': -,��-�� 4::, , - /I % \ >,", - - / *1 �_, - I 1, 11 �,.__-- \ _* _'If:11� -11 " 1. ____� 11 ----,-----,--,-----,--,-�-.�,---� ATCHLIN _j;�E_E' SHEET C 9,,--- -, I- �. � _),6 / x I.-,,-11 1� -, - _� _i, p t/ CHECKED BY: RAM � ,-i x \ : I \ x z-_; .- / \ 1--pl" _-.1 " N, 1 . I.., - 11 1, � � , , I - , \ z �, / __ _:��_ " -';_'� "I 1501 'I-,,- 11 ,I., x ... � \ - D t / _1 \ I'- / , - 13,J I I� ,, � - , , ..".01,11.1.1", - - \1 �., �"/ A _�1:� ',,-" � . \1 - // x \1 1'11�1 ��,�___� x \ / � ,1,,-,I 61JIS, '\\ /I DATE- 06-04-03 \ I-, 'I, 1. \1, , // -, I., 4 1 / I , ,� 1, \�' I 11 �,_, 'I,- 11 , .1 , '% I ____ \, �, �`, /, N, ffi�` �1/ -- ,1� 7 /,, 3 �. --- -1 - - 11 / \ � \ ""I," -` - _ w - - - 1, __ I&, COMMUNffWSRVICE MANAG 11 11 I "' � �� ," `\� % ; _��:�'1--, 41, / ,� \1, 0 \ N-- � I ____ - DATE ER _-`____ � ,,,,,,� / "I N-1 - '-*-__� / __;�,_ , / 1� �, '` " ; 11-7 i - ---7- , I- ___ I ", -11 1. �"�,� � 4- \ ,,. ;1 --g- �,_ 11 �, � - i , , // \1 �,I � __ " - I - - - � - I �_� \ -----=, I SHEET: z -------_,_,_,_,_,_�--�------�,------------ \ "_1_,_,_-__________,,� ,�\1 x /I I \\ 2'1'1,� ,-1.f��7 Ci ��1,1'1 -',"�,�, 1'1\� 48.48 TC - X I'll APPROVED /(��?.,.* I I I 1� / i , " '11i H 11.-�, SH W� ,_�__ '�� \ "IN" _�_ �Nl I 1%�, // �,�,_,,,, ,-1 -1--l"'i'll- I"�_, ,�� 0 `,�_,� 11) ___,__� ____`1 "'IN 'I, 11 �, 1� x ., / '�'�Z.7�3F L�3O � -,- go EET 0 F;_�_-�_,-141/000011- / , DRAWNG -------- -f�, 1-1 � I x 1, J, __ 1,, \1 , 2) - No OF C = 9 " ,I - % 1, 1� Z ,� -/11to ,�r 1 �,, ;4�� , "I" "I \ � " -Z�--- - \ 1 ",-,- li� �, __1___-___ k2 - -, , � I ,� - - , I - \ ; ,--� - \ 41.23 FL 18 __-, -, )/Y:"��J_w,� , "I _� % /. // 11 1'1� ."', I-__ _-, ____ 5_ RCE NO. ___",_�ENGINEER � , I., , I-__�' " I / I - x ' - / 11%," 1-11, N-1 \\ 1,- .1 \ I/ / \ _1001-1- --___ 7TKTE - ---------------- . -T.q 2- lei 0 . *�,� _,�_ __1"____- \\ -.---,-,- � 11 U - �11111il I I I / li � I - I "I - ___-m --- no ill ,,----- ______ I 1111 �� 11,111111'11111�illi I _� I ________ _________ 1_�_ , - _ _ �ll �� ilillillill � __________ - - _________ _____ iiiiiiiiii'lli i - �illillillolill'i'll millillillilli�ilillill� ammemoselloommam I - I I . 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I I I I � I I � I � I tF NEI I Jill 1 11 11111 "�� ENTRAL CONSTRUCTION NOTES. 1 CONSTRUCT " C/4" A — VERIFY WITH SOILS ENGINEER 2 CO STRUCT 6" CURB ONLY PER DETAIL 2, SHE C-14 Ll N 0 PAJI 3 CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHE C-14 4 CONSTRUCT 3' V--DITCH PER DETAIL 3, SHE C-14 5 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105—C 6 CONSTRUCT SIGN PER TRAFFIC OR LANDSCAPE PLANS , 7 CONSTRUCT 12' COMMUNITY TRAIL PER CITY STD. 1002— CONSTRUCT 1 ' CLASS 1 BIKE TRAIL PER CITY STD, 1141 9 CONSTRUCT " CURB ONLY PER DETAIL 2, SHE C-14 10 CONSTRUCT TRAIL PER LANDSCAPE PLANS 11 CONSTRUCT DISABLED RAP PER APWA ST S, & ADA REQUIREMENTS } 1 CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN G . . P.C.C.n __ 3 CONSTRUCT Pfn PCC 12" O.C.O CONSTRUCT SIDEWALK PER LANDSCAPE PLAN , T ..,..... ,,.-.v-v. _,.>. a>',.Y<.;+a s,x v,.a.... .........:. 8,"m"S.«c<.>S,F 5.:..f,.+.. ,..<,,.......s, , ,.a`.•.::. - ,_.r } .. .,...... .. .. r: ..-.. ,. , a� 3t 15 CONSTRUCT MOWGURB PER LANDSCAPE ARCHITECT'S PLANS RJM DESIGN GROUP _ 13 7 5 CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6 3 � S E C-24 .7. �.. , 31591 li�O CAPISTRAINC) SAN JUAN CAFLS MO 6 9"175 17 CONSTRUCT SIGN PER GALTRANS STD. � SHEET C-24 _« 949-4 - 9 93 2600 FAX 94 -493.2690 ONWIN.R�iAl1L�E9C;NCRC)UA,CC� 18 CONSTRUCT STRIPING PER CITY TD S �'fR�l�T �� IC�T �3 CONSULTANT: Q CONSTRUCT ATRIUM DRAIN PER DETAIL 4 SHEET C-14 _ 31 CONSTRUCT CATCH BASIN PER DETAIL 7, SHE C-14 3T sti 3 CONSTRUCT 4 PVC SDR-35 STORM RAI BEDDING PER -. ... .... ... ........ .... x.� ,?*.k:;Sam.TAt _rwsra,t+en.'a•^ :'�'an. ' yi �:r. ... DETAIL 6, S C-14 ' _ CO ST UG G PVC SDR-35 STORM DRAIN, BEDDING PER _ - _ DETAIL 6, SHE —14 34 CONSTRUCT $" PVC SDR-35 STORM DRAIN, BEDDING PER 1100 S.COAST HWY., 1 DETAIL 6, SHE C-14 LAGUNABEACH,CA 92651 PH: 940176-4W07 35 CONSTRUCT 12" PVC SDR— STORMD BEDDINGPER FAX: 949-376-6417 DETAIL fi, SHEET C-1 CONST 1$ RCP 200Q— } STORM DRAIN, BEDDING PER L • DETAIL 6, SHE —1 « 3 CONSTRUCT MANHOLE #4 PER CITY STD, 321 MOUND MOUND ommum CRUDE, f e 3 CONST 14 UGT 60" G ER D AIL C SHEET C ==mom dnowm=oD _ - 39 CONSTRUCT HOLE 2 P CI STD, 319 IM MOUND NNMM anipJill I v 111, 11,11111 MOUND = ,.« AMUMM ME 4Q CONSTRUCT LOC DEPRESSION PER CITY STD. 307 a„ ° 41 CONSTRUCT 6" RCP (1500— BEDDING PER DETAIL fi, SHE C-14 4 CONSTRUCT 42" RCP {1500—D , BEDDING PER DETAIL , SHE C-14 a - REO I 43 XSTI G G•S.P• DROP INLET 44 REMOVE EXISTING C, .P. SEE STREET IMPROVEMENT PS COD H RAC CITY STD. 45 CONSTRUCT TRAS K PER G312 4C CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 1N PERPLAN) 4 CONSTRUCT MANHOLE #1 PER CITY STD. 31$ � 24„ RC D _ __ 4$ CONSTRUCT 11500—D) STOR RAI , BEDIG PER DET AIL 6, SHEET C-1 `,. 49 CONSTRUCT 3011 RCP 1500— STORM DRAIN, BEDDING PER - DETAIL 6, SHEET C-1 LWL 5Q CONNECT TO EXISTING " RCP AS REQUIRED cn 51 PLUG END OF LATERALWITH PLUG — SEE STREET IMPROVEMENT PLANS LuLj5 CONSTRUCT JUNCTION STRUCTURE #2 PER CITY ST • 331 _ 53 CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 = CONSTRUCT G" TRENCH - 54 D Al (AGO OR EQUAL) r < _ . r 55 CONNECT TO BUILDING ROOF DRAIN __� �.,< 5fi CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, uj R SHEET C-24 All 5 CONSTRUCT 4$" RCP (1500—D) STORM DRAIN, BEDDING PER zz .� ilia • AIL , SHE —14oil 5 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 1 , SHE C-24 59 CONSTRUCT RIP RAP PER DETAIL 1 , SHE C-- 4 0 CONSTRUCT " FLAT ATE, ZU OREQUAL) call LEGEND Z 00 r_ ® GROWN, MOUND ommommumm GRADING LIMITS JL SCE TRANSIT LINE EASEMENT a a , INE MOW STRIP SIGN SEE TRAFFIC PLAN > 01, 0 4000 NO- �GRADING 400e C) 00011p, ZZ= 01000 40000 ol000p d0000 .400' REMIONS FOR C17Y USE ONLY E , f _ ;r « r >, a ; i i , , f 3 i F , a r w: L DESCRIPTION A d0000 TITLE: ! K40000 , 8/4/03 ADDENDUM #1 STREET LIMITS OF GRADING _ GRO/DRAIN GRADING PLAN TRAFFIC FINAL CNECK 400, R/NW 00000 AS CONTST. ° 40000 ` THESE A 40011 tK 4 pF E SS/0� ® Ihl#1IAl. DATE 4i;;5 D A. 00000 ® #1#L ENGINEERING D < 0 yc ` 400" . SURVEYING' Lu 00000 44 lc� , 3 C io— A. A E Exp. 1 -315 !,#C 1 RUE 0000 Cod NCHO CUCAMONGAC�TYr� c1V�� , OF C.ALIV -PARKALIVALIV - f a. SEMOR CENTER ANTICCOMMUMTY , ` 1 LINE ROAD -RJM J .• 7 0-11 Ills 11 Is NO 11111 11 IN 11 11 wl 11 In ON Ills 11 is 11 IN Ills I In P 0 Bill yp- 11 IN oil ON 11 11 41111111111110 11 in 11 11 aF � i WEE smair 4 .. .<<.s { • RAAM AFFRTVET 5 < „ v MATE: 40443 x r a _ wilt - A t ~ a� a y ^ fffYYX r a pA p�++ E AiPPROVEED SHEET -A 0 OFti LpR 21t #, a- f a 1 . . . � . . . � �- - --- --I'-------- - z- 11 III I I i III,�, Ill 11,�,I I 11 I I I I I ! 7! 7 r, 11, � � I I I 'I 11 i 1 1 il�ilillill�ill 1 1 i-�! !.1,.'', I �� ,1 I I I I � --"- Z I " 11." 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I I � -,., .11 - , �" ,� , 11 '.1 �" 1, � 1- ''I', ,'� �-'. I'* I I - , 11 I , � � I I I , , � , R'-3 �E, . '-"��',' !"I" f// 112!!"' I'll "' .-I I-— 11-1--l- 1-1-1-l".1 ''I ,1/1,1-1 10 400, so 10" 11 . I � � & , � : '.� ; , ",� --� I- -." I i .111 �' ! '�"�." '� 1.1-11. - I -- - 1-1-11-11 TION NOTES morAdEmbli i � ' '� ', '� � -1- - I / 1-1- i � ? ' I .' . , .1 .10 11--, -11 I-- ; �'��,t � ' '."'. - I 11 I ; � . , A ) �, .. - , 11 , I � - I � " I �� " � - '. I " I � '; " .1 / - ''.1---, - I 4 .1" 't - � �j ':�� ; �' � I � 11 t I . I - .1-111-1- . 000"' '. � I 4. �: i 11.� I I ; -1-1-11-- . ! "�"�' , . / I , � - - VERIFY WITH SOILS ENGINEER �, � ': ,: , i i I 0 CONSTRUCT 3" AC/4" AB m , I '�-"': � i � 1� 11 I �." i - -1-11111- 0 '- I , � -- : I � .I , , . I " , . '. I i " I �' 1000-11 '' ' .I. , 11 : '.� i . '�' � 11 I �' '. I 111� , i : i 1". I I � m �� ; I", ! "I � - " 1-11-1-1-1 I", 11 � ,. ,, � - CURB ONLY PER DETAIL 2, SHEET C-14 I I ; ., - .1, : �� I � I ," � ; '],0 , : � ,. / .1 r "I � I .. I 11 1,I- -1--l-111. I I.: ; ; 1 .' I -'.I , I ; �- i , -- �' 1�1 11 - � / I , � � � 11 I '---1 1, � I � 1. , �z '.' I 1: " 1 "" �� I i " " 1, � ,'I'll ',. � � I (�) CONSTRUCT 6 14 I '� -: � I I � '; " t '�": t" � i � " /t, -" � ..1 400010 . , � . , � 11- � I '-1-1 . 00000 . I "-�,('% � I L m PAJ .�' � I �' ; I 11 , �' i )-;� , / .. . . �'�' I � , � - / � . Q) CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C-14 11 I , " : � 1, " . / � '��.�'� , '� � -". I '� on 0 0 ��pl .'w' � 1� / ," /' "I 0000 � I � -1-11 1� / 1.11- I .'.."� " 0 Ammosa' ; '��-'--;,'-; --; 0 m - S E SHEET"',C-7 'q � � � '�. 1. 1, .1. '- I'll I ! it _ ! � il .'� "� 11 I I �`-� I." I /' . I �' I " wasom I CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 ; I . � I '', �. / ��. ? I-� .1 . 1.1.111,11.11. 'I, ill�l�I IN m I m m 0 6h,- -A ;� ;: �\ I',- I.-I, 11� -""�, /I I., ��/'/ 1-1-11 -----I'll- I-I''.'' �., 1- . 0 7, .'I - I �...� " -".1.1,I �, �-'-'I I 1, !'�� " I . � ; ',-� '".1, 1, 11, 1- I "I', 1, .'. .00011�'--�" �� CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C � ' 11 , , , 1, /0' ''. "IV ! ; 1. "I - � I ,,,, .". I- A i � �� -1 �" , ,-. �-,� �' '�� . , ; ! � � I I-- ", " ...-I.- - I ��' �0 t � I I 1- �. .. -". � I .1 ,. " - : i/ �.-...... -� 1, 'i 1� /� --l-l-, I"'w'"' �..---� �,.' TRAFFIC OR LANDSCAPE PLANS m ; � �' �" � / - IPA R K i " , � .11 .", �" � I I 4 � , � - .'.-:--'.-- 1, � ,I 4 - - -" �� - I.', � '. m .. "N I 0 � ; / : ' /� ' � �- ; �:� '�. .1---, -111-- --.1-11-- 1, � /'; I . I � ' ' �' ",�' " -1", � "-,.,.-,. ,--�'""--,--'---- "', ''I CONSTRUCT 12' COMMUNITY TRAIL PER CITY STD. 1002-8 ! : �"- ' " - � I ''' 11 m kl'-) � ''I'll ,1 11, ' I Z' 11�- - 111-1- - ,,, � � "� � , / RMCHO CUCAMONOA ; - " � - " , t -� � , �11 ,�� . .' � - i " � ' " " � : I N 0 GRADING I I � -11 , � �:4'; �-' � ' , , '' " - I m; : " � 'I'll I - --, I ., I � �' " --l- 1� � ''� '' , (�) CONSTRUCT 15' CLASS 1 BIKE TRAIL PER OeI74-11,1,��r 4 0,/. I - ____j �'. . � � 'I', �11 -� j- � ': �' ----- - " �11��'� '' i � ) 1�-!. � I '-� �; - - I I � . 1, � ; 1% � -1.I �, I 1� A-� :: 11 -i . � " '."-""'-1--' -1 - I - I i I � � I - .I - 1 �-:' � t "- �," � .1 1, -- ".- - .1 I � , . 1, I , % i - I I � .. ' . I ; "�:' �-� � , I I � I : -I� I -- .- I 11 , / � -."....' ". , ', "," I I - CURB ONLY PER DETAIL 2, SHEET C-14 I � I i I /', �� I ,,, " -. , � '. - " '. t � 1, 1� e��' .. � " � --- -� .' I Q) CONSTRUCT 4 \ ; , I / It "I -1,1-1- �" � -- I � t � � I I' - a .� � I � �. � .- I : i 1� !.�'i, " ." .1 I / �'- � ; � ;- I / r 11 � i�� 11" -111 .� e "I �' 11-�C' '11, I \ � � -1. ' '/ , , (@ CONSTRUCT TRAIL PER LANDSCAPE PLANS -1 ; f " .- . 1 � i - - '- 1: '-", �'. � 1, ' . -.11, " � � 11 - I - , � % " - I .. I � -t I , 1� I , � -!'�i'� �' , m � ; 'I, . " , I , 1� I -� -j -,"'�-� , �' �� I"I . I I i � �' � 1 . , I 1� : " I I I- - , I ,�� /�-� . �1' �' io ;-�- : ' ', � ": .' , I ; I � . I 11'� � . I / I'� . , .� % � ��" '�: � .", � � I I I . I I I . j : � 1 I I m , 0 � �i - I - � .1-1 I . 'I", : : '�� ' �' , , " 11 � (�D CONSTRUCT HANDICAP RAMP PER APWA STDS. & ADA REQUIREMENTS ,I � "I'' .- 1, I '�;-"''i.' �� , , 1, � c � I I '. ! '. � " �, : � �� ..' I I 1, I �'.' I I -1, 11- ', 11, ; I . �.' �";' 11-1� I , -1, � e I I - -1 --j , z � , � , - I � - --', I i ,- ; '. .1 � I .-" I- : I 1, ," �. �11''.11-1 ''.11.1--. -1. - .1 �� ; �Z --'11-1--, 2 CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN � 1, � I � - I I Qj I � " � .' '. 1, t I �I � . , I I - . / � I -, � " "'. - *"' .1 11 - , I � � 1, . . - I I -.111 � ��" I � -, " �� . � �.1. � �' : � --1 , - I I . ' , ., � - . / I I . '. '�' .� � '� � ,.1 "', ..' 1� � 11 @ CONSTRUCT P.C.C. PAD 6" PCC W/#3 @ 12" O.C. ' � � , ',� 1, -" I � I'� .' � I", 11, � 11 �� ' ,.-", �---'.'- � / � -� I I I � I �' " , .. , � t � ' � �- .� / 11 -.11 11 -1. . ; � '� � ' - � k I ! I � 1.''t t �-1 I 1, � 11 I �'; ;� -1 . � � _' I � I . � - , '. , -" ." - 11 j , .' I . ;' �� I 11 ". - I _ t ;' I 1� /I '.. �"'� � '. 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SAN JUAN CAIMTRANO,CA 92675 ..;�'I 11 .1 ;� % "'� \ ,". � 1�1 �' " , 1, - .1., CONSTRUCT SIGN PER CALTRANS STD. & SHEET C-24 ' I -, - , , "-, -� � I @ 11 � � .1-I 111.1 . I I 0000, I , �' , -? - I - -.1 � i �.'�-- - 11 '� ; - % I" -� . ,� I � t"'� � �' 949493-2600 FAX 949493-2690 , -1 - I''.. �';�j I " � �'"" I � "I -- � ',' i i 'C'. 1. It 1. I I " 11- . I _�� - , " 1 � 00000 , .. I - '', �'......-1 I �11, I - ; . . _1 I ,t " , " i � 11 I - .t I - �". I- I I I I , . - . \1 "I I -1 �" "/ �-111 I 1, I '��' � I.� �' " '�' , " , 4000, � � , . @ CONSTRUCT STRIPING PER CITY STD'S WWW.RJMDESIGNGROUP.COM I il - 1 ; 1- I .' 1� ," i ./ " ",1 -, .11, 1; - 11 - . ' , /' ', I t ��, , , / ,� I � , ?' ' 1, � � 1� "" . 000, � ; ,,,*' � m i'- '! . I , . ; I -' I . � ... I - 11, . � I i ,'� �"'. ." ,. 1,-, .-'�' �' -, s 'LAMITS OF GRADIN'G-,,-,,',,.,,."".---"-,,-, ,"', -'- 11: ; 1--l- �' �- i "..'.1 �= I I Ill I 11 �' 1; -". I -, 00000 �'-' / "' ."'� -- : I , , CTION NOTES ; ,-' I '� - � , �� - 0 ". / /I ��< �"-". . I 6 - - CONSULTANT. � % �� 7 I/ 11, .1. " , I " I ,,,, ! '; �`"*'; " ,I m � ' I � � I I ��1.11� �1'1'�"" /// 0000 \11"" "".1, %11"'�'� -"�"' ." - 1. , I I (g CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-14 0 .� " �' ". 1�C; �- 0000, . , �" ��'�� - ,,, " " t '- ' "� "I ' ' � , ......--, ��' i -i �' . - 11 -; ';��3'-'�' ,'�.',' �C, ".1-111-1-11."''. -1," ..-�'��' � ,, -I 0 , - _: ��; A -, '--I- .",-"-I'-l-,," ",--,,,' 11 1--".""/ ''I '; - ��:, "' @ CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 I . 1.'. .1 ,� -.- � � ;J, It .', ..".,--,- ' --� " I . "'.1 � , , ' �" �,-" ' ' � , ..''...' "I, /11 --,"_-'---'-"- '� 'I--",- 111�1' ." ! --l-I , Crft WGROMM � -1. 1-1 11 �' �' I'� / '�'I ..... . �, I- � � -1 11 I . ... \ I '- - � 11 / 0000 I , 1-1-1-11 - - @ CONSTRUCT 4" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 11- - - LAW SURVOM . � � . I 1.� ,� / ,."--,.�"-.,_"�-11-'-�"-�.��- .11 .. '' " .'' --l- I � - 11-11" - I'� I 4�1%�Vzmlrli�m � � ' , -I... "I'll...." I , �" I .'. , �' ,", - �' 1, -1, """" ' -� � I�I" ..' 11 I � 1--.1-1 -'-L.,--...111-1-- " " - I . . - .� 11 ��"' ��' I 11 - 11 "'.'�"�,' ......--1'--.-1 I ";� ,'�'��.�"� �' 1.", 00010 � 1. - - �''L� '�/" 1:111:1......"Ill;''i''�'';�:��,:�!,!"��!�,��-------� - - "'r.-'--,-1-1 (p CONSTRUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 I 'L I , . - �' /' -'. :" 1� �' .1," , � �"V tl.� - 11�. 'I', �" m I " � � �' �� I 0 %-11" / ,.� .1 , oddle 1, I ., . 1, �I 'I, , � �' I 1 . I I - I . �i""I !: .Z'�' I .x L'""� .� I 1.1, .''. "� ...1�111`1`....,.......1111111:'�.... I L m DR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 �"�� ; ' � %:'- ;, 1-11 I..., 1. ,11, 1, - 11-1 . 11 "Ill I-- �'. I .1, I � I , I � .; ": - - - - �� 41 - � I.. -� 11 �. MCE CONSULTANTS - % , - - �.'� I - I I , .1 . - I . -� I 1, ,- I '� z � I I 1� I I � 11 11 , ''Ill.- ., ,�", �� - I � 1. - 'r ? 1-..' I,- I .-,,' A/ - -1 11-11-1 11 � � 1. ,Ill'o I " I -1 , @ CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 11� ' ': -1 , I �'� "� I -/ L---'- - -07", 11 -11 ' I", 1 1 00 S.COAST HWY.,,*31 8 , 4-� � ; I 1, I 'I, � -- ,. "I I / ', 1-11 , - I �"' - I I I �� / �, " �- I I I �� 11 � ' � �" 1, 11 / ." � � 1, , ' I , I � � - �' ' .1 - 11 I I . I , 1, .' ,� -, LAGUNA BEACH,CA 92651 '.. '�'�"I''--'�"-.' .� '11." � .1, I " .� "'. ,.' 1, /"� "� .1, I 1-1-1-1- I'll @ CONSTRUCT 18" RCP (2000-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 -1 "- - 11 --l"" �\\" �"/." ,-1 . I 111.I�I-.-- / I'll, . I ". ,�,'.L"'' -."".' I., I I I 111-I 1. I I., PH: 949-376-647 � � � I � I I .:" ;'� � 11 . . - 949-376-6417 .. ..' �''. / - � � 'I, .. 1, ,� . @ CONSTRUCT MANHOLE #4 PER CITY STD. 321 FA)L ?m " � � I , I 11 �I -.11 : ��1�'.'.,,, � .�' ;;- , , I , 11, ; ' � 1.1-1-1-1 ' 1, � .. .' -� ' ' � I 111-11 I . I . ,'� .1 - / � " " I 11 - L' I /I 0 ,.�"." �L.1, " - 11 �'�I I '''' L'. .. �11�� , I .. k I , m I' ll, I 11 1111 ."�.'- t� ��'' - 11 1/1 1- 11 ''"I'll.. ,,�- 1�1' I . -� I �1: "I". .11, (g CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 I � 1. I--1 /' � / -- ." .".1" "�' ,� 0 SUB CONSULTANT: ". / I "I � , ''. I I .� 'L I ." 1� �. % ' � :1 � ,, �. � - � � - -,�I" �"�' I, 4"va= AMMEmmm gmammeft 11- -1� .1 I��' ; �I I "I',''. I I @ CONSTRUCT MANHOLE #2 PER CITY STD. 31 9 . ,� I/ I 0000, Oft%% / '�.' "�' � ' - ,-L, I . 1, : , " , �'� " 1� I ,� , A I 1, L' � 1.11 I I- - I I 1,1, � "I 11 . 1 ." I 0090, , *' I � , - @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 1 � I I'll .-�. ! 1*1 ,� - I 'I'', . I '. � , 1% -I.-I'' :I 000, A\ 11 . �'/I "'.1 " 1, -"j� � I.., -1-11- 111-1 -1 I ' - ' " - '' , �1. : � ;; � , " �- . --"" - .-�1, �. 11 '-1, --- .. -1 ",-'11-1.1 ! 04000 �'�'..I- '.�! -11' I .."', ,11 I - - - @ CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-14 -111-1- m "�1, � .-I " - / .. I I I I � , ! ,� . � : � ..", I 10 " -,� . . \ �'/ '.�� .11- .11 . 11-11- ,'-", � .11, " "1111* I 11 .. I 0000 � ' . -- 1- - "I j - �' @ CONSTRUCT 42" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-14 ligi 11 11 I I '111111,1111 I � Al I 11-11- � . - . � 11� I �' . ,� � I .'r .'I 1-1 - - : m I . : ' I I 1. , � � - I - I I., 'I, � -11� � - I" % . I � - , "I , 11 � 11 . . � I �" I , " N I "' '' ''I - 1, �� @ REMOVE EXISTING C.S.P. DROP INLET , I" ,� ' 'I'll, I , 1 14141� .1-� . I I "/ �.- - 1, I : 0�- �. I I " � ,� ''I �'I" \ '�� 'I", .. - " �"- " . �- : ' ,- % I I ,I . - I� I q%%t, I I -1 � 1� -.1-11'' : 11 I . - � I I 1, 1, I '10 " I . - . I - -11 ''. . "', L / '�., -"' . I.., ---' � "I I - SEE STREET IMPROVEMENT PLANS I 111- I . %%oft I---1- - - ---�' "'�' 11 � %*Ift ...---1 -I". 1, - -'"' �-- -"., -1-11 / %" (g REMOVE EXISTING C.M.P. .1 : - I - - --- - I " � -1 4 � - � - , , I � '�' �. � .) I I ,: 1, I 1, . . I ". � - . I I . I , I--., *%416 , 11 I, , - "', I,,,-,, ; I ; ... �' / , I/ , 11 . � ,11-- 11 " - � , '- " � - , 11 "I � � ': '� �-L' /1 � I : 1�:'l , Q5) CONSTRUCT TRASH RACK PER CITY STD. 312 � ' , I I I � 11 � "� . %%aw. .11 �11- I I I �.. �� I '.I '�' ''.. � - , � m "� I 11'1� '� I -- I I-- , 1� I I -111 . lw�� I / I/ � � '� 1: -'� 11" e � - f �' -, i I " m I - I IL .'. ,. " I -'--, -� m �� (§ CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) tI .' 11, . I - q%%41 I .; " I �- i, - � I ; I ' I , "' -- .1-1- ..", '��" - 1,- - - �'/'�./' I��. -1, .� -I--I-- "'.. I m /,11- . 1, I -... - qlft� I -1--, 41 �. '�' .'', I ." @ CONSTRUCT MANHOLE #1 PER CITY STD. 318 1 - , �� , " I , I 1, I I ... 11*10� " 1� I w ', I " � � I � 'I- 00#0 I "11-- 111 -1"' ". "I . -1--1-- %I%ft "ftwft 0000 '1111`� , ,'.�-�' , -'�' I I., `111�'. ""," '�"', @ CONSTRUCT 24" RCP (1500-D) STORM DRAIN, BEDDING PER DETAL 6, SHEET C-14 -dd - � I 11 f� -", ,- �' 11-,11 '. I I , --% � I � 11 � � � � � � I � -1- , I -- L �' "I � - , I � e � I I - - � y I- I. � -�"I -,'', ."I'.,- - �' "�' ''I I � - - I I.'I I.1-11 I , - 11-I-1- 1� , � "I 11 .1 . -- oloftft quacal .010100" . �1'1 '�- "I'' I� - -- 1, - I- 1, U9 CONSTRUCT 30" RCP (1500-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 -'.1-11, 'L �'I I I ,' ,1...... ...--111-1" .-"-"," .�,��-�,-��,�-1''��,�,�1.1 ,�,��,��.- 1--l-l".. 1--l-1--l-, ---11-1111 - -1-1-11. 11 �- < " . '�/ �. 11 7 --111-- "''.11 -.- .. 1. '-, .-I m .I 1�1 ..; ..1. -11-1 - -"I 1.�� '� --- 1, I . - � L I I .' � .�-Z- 51B I 1 � I . . - I..,� I 11 , . 11"', -- I - � I I- I . I 0 11 (@ CONNECT TO EXISTING 60" RCP AS REQUIRED � . I- �11 I ''. 1. I I-, , , " . I I E � � I I am 1-1-- - I � 1, m I I . - I -1- I 1-1- 11 I I � " 1: I I I @ PLUG END OF LATERAL WITH PLUG - SEE STREET IMPROVEMENT PLANS I I I I I � I I - I - I � I , ''I � . � I , I 11 1 . , � � I � I , , - . � I -1 �' " I , I I I I 1� � . " -'�.'- ''L--,-,, - I - I : 3 ro � I I I I 11 ". (@ CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 � I I I I , I I I - , I I � -1 .-� 11 I I - � �' . .'� � '�' .1-1, � ","" � �' � I I" I - I I �." � : -,!, -, � �� -I , . 1-1, , 11 .1 I , I � (@ CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 1 1 - � 1. � , , I 11 �� I I - I I � -34 1� I � - � I � ; . il 11 � - "'� , I ,I, '��' I - 1. I 41- - �' i 1, I 'Z'1' - I Is . I I - I ; '' ' ' -�.'�-".I �1. .� '. , �- 1. � I .1 - � !�� 1, I , , , � � 1-1- 11 , " I :--I- � -- - : ,;I 11-1� ' '�' - . I I . �111 11 I � , � I I 1�1 - 11 � I '. '-1 1� I , �' 11 - , I I / ..I I �', I I (9 CONSTRUCT 6" TRENCH DRAIN (ACO OR EQUAL) 1; �- ,-,, 1� , I I 'I � I . 0�� f ! 7f� � I I .' ', 11 "� "I �"' .1 .I 0 - , � Z' ", m I gj '11, 11 1 . I'll, 1 32 1-1-11- --11 ��.�""..'� �111�1 C, �'�,I..'�'I" I - . �11 �'.' '' m < Lm I , - , , :�� I 11 I - L � '. , �' I %Z- �-- - - 'I'll � '�.' ' 'I '-'� � I 1� '�/I ".1 -�11�'i I ". (@ CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, SHEET C-24 �== .' I . . I C-� -- "� , '- "I I ", 'I', �' , �� iz . I .1� � I �" 1, �,' , �' , . -. I � � -111- �IL "I-.1, 1, ,- 30 -11 I � I -.11 - 1, .1� U CONST m a z""", , I I 1-1. "'. - . " ''I- - � - ,. - 11- / RUCT 48" RCP (1500-D) STORM DRAN, BEDDING PER I I Q , ��. I -'�� "I., 1". -1, 11� I I - I�- 1. I", 11Z '�'�-"'-- < z go examcno � -'-,," 11� '.' �.�" 1--11- 1 -111-1-- j ----. - -11 1-1 111- �. - I� /. �l.-I",�"--�-"L�__"_.,��.____..�,�lI-------.--, �."�'.'� DETAIL 6, SHEET C-14 a m '111- .- "I I.. 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I 13 ----1- I", _1 I'll, � , I ; �� " � I -, .. 11 % w - � , _ � / � � ��l �,""T,� _-1--1-1........' , .I , I 1, I t I 13 _1-11 � I"11 �I—-�I 11 1�, 11 l/ :;, �; ".1, 7 - �__ �, '11",-, ,l__---- - :1 %11, 0 (R REMOVE EXISTING C.M.P. - SEE STREET IMPROVEMENT PLANS _.d I 1, I'll, � - I I ; / � � 1 � I -, 1, f � �, � - " . ? � --- / , I - 11 I 51 I , " - --1 ,_ /I ��1, ! i I -11-1--" � 1�_ I .1 I I -1 - . 1-1 ---1 '. , " �_1 ,- -1, -1. ,'"1. -1 , � r � I - I I , 1� I ; I I . 11 I I", I I - ,. 11 I . �I -11 I'll �- I'l-, ", I � \ 11 , I I. - - - �� . �l I ,- - ,11 �_'. ,-.I I' ll --I - I I �l I ; "I 1! "', I @ CONSTRUCT TRASH RACK PER CITY STD. 312 ,., I I I "'', � I - ' -- - "I ; i I 11 �l . 'I'll < �) ':- ; ", I. ". � I I� , ; i � � \ I �I I 11, 11, . li � ! 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I j .- ,.1 qll`N% � I 11 I ; i : - " RCP 1500-D) STORM DRAIN, BEDDING PER mmi I I __ I ; � � � , 11 : � � 1, I I I I I - 1, I : I II "� � ; I I I : � t I .1 DETAIL 6, SHEET C-1 _�d . I -1 . 1, � � � � I I I llll� : I,; i I I i ; � fle � - I ,� i 1 . � I i . 1- - � � I I I I � � 1. � 1, `Ell%� , �� , �, I . : , I 11 � ! I � � , I " I �._ � : 1� ; i G 60" RCP AS REQUIRED < LM � %%% I I � I � I : I I , - I . j : � 1, I' ll I 11 � I ;l : � � 1. I %%*. � � I � ; I � I- � � 0 1-11. -1 I'll � ��l � , ''I I � I ' ll ! � :1 I .1 11111-1.1 11, c " ,;,� ; " I I �, � I I - TH PLUG - SEE STREET �== f I I I�10_ � I., .1 I , � I � 1�1 I -1 � : � - (A 17 ,� c"141% 1� � - 1 I I I : - 115 I 1� I �i I I s I, � cl'l 1�'l � awasna -m-moft �_, ", lr I I � i I I IMPROVEMENT PLANS I : ft%lft4 , _ � . I I i � . ,l . I ; � I . ' '. ''I �l 1�1 I ; . . I= � , .. I I I I . - -1 � . I � � I � - �� I 11 - I , � , � I "I I I - , � I I .1 � - � 1 ,�� '. �,`I � .� .�'_"I i I i � � I I i � I �l ,, I -1 I � V3 4 "111141tito., '' ''I -1 ' ' I 1, i '%%t4 : , I i G< R 4�0` c �l G--;b i � I I I , I ; � i 11 I -1 I I (@ CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 � � � 11" I I ., . 11 : �l .1, z f 11 ". � I'll I � I I _ I I .11 1. I I o"ItIl4t. -1 � 1 � i "I . ; r 11 1'� � 1 ''I � 1 . �l I cz IT �_l I I - I'll � 11 I �� I I I j "I � - . I �= (5 LU 1� � I . : I 4 I . �l . -1 I . 1 I . � - I � � 1, - 1, w 1, 'I, x \ � ; I I � � � I .. I I �., ft%4b �,_ I � ; � 11 - 1, 11 I 1-11- . I (@ CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 - � ; i I I i ,� � I I ". 11 I 1. I � , � , . I I I � �1, lft%� I ; 4 I . ''I I 11 � " 1 -2 " - ; 11 I � (1A � _11 - � � I - � I - I � U - -11.1111 � 11 , � I 11 - : I � I 1, : 1, I a %V , ftlft% -11, "I / � \ ; I ��. �, I I .. � , dump .� I '��l ,_ I "'' _ 11 � : , � I j (�� CONSTRUCT 6" TRENCH DRAIN (ACO OR EQUAL) I _ I . -1. "," 1 ," � � � E - s � 11 .'".1. I I'll I ft"t� .1 /.1 �l ;l " �. 1�� z z I I . � �l 1 ; .., : I " � � I I - � " I : c M - 0 " 1 ftt!� 1 I- / � �\ . �� . 1 1� - "I�1� 11 I - I i 1, I ) � �� (@ CONNECT TO BUILDING ROOF DRAIN � � -Ji � - 11 1, � I ; � � � 1, qA "', . ,i t _;� . � ,,,� _11� 1, I I , � �, C 11 �� ,i - I : : � � , ,l . 1�1 1�I � I", ,_l-ll______ � - I .I I I I i � I I '.1, � 1. I �.l I �� I - ''I� I � I 1� - I i .,., ''I ,_.-I-1 " - ,,,, �� % I I "NoOlt, / I I—— � -1 "I ; � I- C� '11- I., (@ CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, Uj 0 : , - I i ; � � ___.......I 1-.- - . ! ,'�I ! �, �. - I -,. ; I ftftkft � I A ; 1, : I _�, "� _ �, ___=:= -, i I I � � 11 . " ,11--l- ; 11- 11 � - 1, 1, 10 � ! c 1, � - -1 -1-, -_111-1 SHEET C-24 .. '. I .� � ,-, ', I . i I I ; � I 1. -11-1 I 1, I .1-11--l" I I 1_, �� 11"011ft.t. 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F30 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN F2 8� jr @ CONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PLANS RJM DESIGN GROUP V6 CONSTRUCT HANDICAP SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 26 31591 CAMINO CAPISTRANO SAN JUAN CARMANO,CA 92675 CONSTRUCT SIGN PER CALTRANS STD. SHEET C-24 949493-2600 FAX 949493-2690 .......... F24� WWW.RJMDESOGNGROUP.COM @ CONSTRUCT STRIPING PER CITY STD'S 40010 STORM DRAIN CONSTRUCTION NOTES .......... CONSULTANT. Goor —14 CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C 201 CONSTRUCT 4" PVC SDR-35 STORM DRAIN, BEDDING PER CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 CML ENGOURM Lw SURVEYM DETAIL 6, SHEET C-14 CONSTRUCT 6 PVC SDR-35 STORM DRAIN, BEDDING PER —14 DETAIL 6, SHEET C MCE CONSULTANTS (g CONSTRUCT 8" PVC SDR-35 STORM DRAIN, BEDDING PER 1100 S.COAST HWY.,*318 —14 DETAIL 6, SHEET C LAGUNA BEACH,CA 92651 E "F" PH: 949-376-W7 CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER FAk 949-376-6417 —14 DETAIL 6, SHEET C CONSTRUCT 18" RCP (2000—D) STORM DRAIN, BEDDING PER SUB CONSULTANT: DETAIL 6, SHEET C-14 #4 PER CITY STD. 321 30 RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 U8 CONSTRUCT 60 CONSTRUCT MANHOLE #2 PER CITY STD. 319 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 CONSTRUCT 36" RCP (1500—D), BEDDING PER DETAIL 6, SHEET C-14 @ CONSTRUCT 42" RCP (1500—D), BEDDING PER DETAIL 6 SHEET C-14 lie REMOVE EXISTING C.S.P. DROP INLET x SEE STREET IMPROVEMENT PLANS REMOVE EXISTING C.M.P. 4 C*' @ CONSTRUCT TRASH RACK PER CITY STD. 312 "mom wagon 4 &swoop 0 do0ow CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) CONSTRUCT MANHOLE #1 PER CITY STD. 318 —D) STORM DRAK BEDDING PER Uj CONSTRUCT 24 RCP (1500 LLJ DETAIL 6, SHEET C-14 CONSTRUCT 30 RCP 41500—D) STORM DRAIN, BEDDING PER moo DETAIL 6, SHEET C uj Uj CONNECT TO EXISTING 60" RCP AS REQUIRED Cl) PLUG END OF LATERAL WITH PLUG SEE STREET IMPROVEMENT PLANS 400 CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 z CP" 1,0000 Z CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 U3 (0 CONSTRUCT 6- TRENCH DRAIN LIMITS' OF GRADING CONNECT TO BUILDING ROOF DRAIN 0 >= CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, SHEET C-24 lk z 4w f CONSTRUCT 48" RCP (1500—D) STORM DRAIN, BEDDING PER Z FO DETAIL 6, SHEET C-14 << CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C-24 ER DETAIL 1 7 —24 CONST RUCT 4" FLAT GRATE, 41C f Arl-15—,5;67 "LEGEND 00 C) GRADING LIMITS L SCE TRANSIT LINE LL==iJ AV EASEMENT LINE ff zz ZZ= MOW STRIP SIGN — SEE TRAFFIC PLAN Lu `2 FS z T5 NO GRADING LM K Z z 0 10 20 40 Ems= -78, :;)JS 12+56' QNV 14. 01 �4fl RADING LIMITS OF G INV 15.51 12 2 'MH 14+'8�_,-SD G% 18.98 G FOR CITY USE ONLY REVOONS .3 6 16`2 E M H"--,T M.H IMH=23.0± INV 14 6 �481\ 14.30 DESCRIPTION APPROVED ....... INV 48 DATE 5 ...... INITIAL DATE Cv ------ TITLE: aA GOREN= 4NOMINM GONE== 41MMOOM Add 48" SD 0 0.20% 424.05,' -487 SID @ 0.2 X V7 2"� 29.8%_ M.H UNE "C N89'455'42"W" M.H TO M'.H'. WATEWSEWER UNE '*C* QVT ......N89!5V42"W ...... GROADRAIN X 00000 GRADING PLAN .... ...... TRAFFIC H- HP T_5F L x 12 @ 62.8% a LF 1% FINAL CHECK 10+00 23.0 FS 1% 00 3 UNE-�,,, 0.0 T 0.0- R/W TMH= 9.0 GB SCE_U 22.0 TG FG AS CONST. �SD, -1 17- 60 PROP -A ,E,,, INV 48 ...... 68.16 GB 31 N36616'2 -,M:H-,.,.TO M.H TG ......... 31 INV 13.50 FOR PRIVATE USE ....... SCE EASEMENT:::�� THESE PLANS WERE PREPARED BY. FESS/.............. INITIAL DATE '4( -*MEMO ammomm RGONOmmmo doom== GEOMMO 4SENUM GINUMOR 4man� onsommanno� A. 4 MENEM Sol anomm ........... mmenommemp CIVIL ENGINEERING DRAWN LA14D SURVEYING ..........GB CHECKED ------------- Nt 23971 .......... RKNARI)A.MOORE DATE �A/ InkAl 0. 0JAIN UaNSE NUMBEIL-23971 FILE I v v z---Yv _v v 2- vv Exp. 12-31-05 \22.35 TC(2 1 Tc.- - - \22.55 TIC \,J 0.40% 23.-�� T/6 23.75 TV B -`0 CUAMON/ C�TY OF RANCH L RCP ...... ------- ---------- OiFrr CM&If ........... PROJECT NAME CENTRAL PARK A WE— R0AD > Sk L z INV 60 =12.8± MCE JOB NO.: .34 ISEE ST. IMP. PLANS) SENIOR CENTER AND COMMUNITY CENTER VERIFY C> 11200 BASE LINE ROAD RJM JOB NO.: 290-70 (0 u') io U-) N LINE cl,� SHETMTM DRAWN BY: RDB RAM CHECKED BY: 'TEL UG DATE: 06-04-03 CONSTRUCTION LI N E DATE _T I v v 41 U/ COMMUNITY SdWICE MANAGER SHEET: APPROVED ..........�:......1_1_;.11--1_-.1-------- ------ SHEET OF*(o gm Air DRAWING NO. RCE NO. C INEER yy 8 Vories ��ENTRAL r 2 - 15 j A 1 y 9 1 6ti +•e. lb Li N A-Aco OTE: .,.. LAN 6 24» bas U. NG sl • 2 5 GRATES LOCATED I ACCESSIBLEAREAS V FOR 1 " PIPE co 80 #5 12 . 1 ARE TO HAVE OPENINGS SS THAN 1/2 IN sa if PP 2-#5 -_� DIRECTION OF VEL 5 1 5 FOR ", 10is 12" PIPE I-I 1 3 , 4PP 12'2 4PP s' ;; ,--,-.,--° PRE-CAST COCR BOX 1/2" MAX. SLOT FOR ", 6" PIPEA R K ® Q • i W&L Pa REINFORCING] DRAINAGE PIPE - PROVIDE WELDED TABS ON GRATES TOP OF GRATE (TG) SLOPE H� CUCAMONGA ' SIZE TYPE PER PL 1 2" i e�., .m1._ .�•, � .t ' " �- <,0 1 4" PER • PER PL ° �. 1 , 1 ijiP ' a+ i. ,, ,, FOOT PP T. ' .. 1-1y 2 ZAIt. etail C a, Low-e ® 1 a, N 00 14- ELEVATION C114 -4 (0 ALT. DETAIL C DIANSIONS E PIPE DW PIPE R_% 00Dlk ;a OF C,Y.' r C,Y. 288 C.Y. ®' o N c 2` 3'�7 1 4 Z.-V, 3'-0' 4'-l0'1,57:. 117..i 1. 2.69' 1 3e16'214 Q tl -47F "!®' *.�® ¢*"P 1.0t at J,RJ 4eJL # a r v 0 �'a = o '54' 674-7/8' S-f1' A'.-6' 5'-t�' 2.41 i 3.07. 2# 4.2# 319 5. o ' yt°.qt p �+ C r • .® 2 g q� c q c yq 442 sqW yyW W , / % ' 77"J'3# J a J®,, J"6 i sJ.Je7: dii .. Veil.';TTA W CL ''.\// \ �, \ r \\ -21 $-o':Et'�°-o 51f3 CAST IRON GRA 1N/ FRAME } a' 72".fl-1 3 .4°- 6°-' '- ' . 3., 411 7;31 ti 4.. ti. (TRAFFIC LOADING TYPE) ,� SAN JUAN 15 I S �' 67 949.4 FAX 949.4 2 ta,. 5, - -a s. L.HA FOUNDRY A-2012 0_40_- �- POURED-IN-PLACE • ESQ �! . -10 5-6 Ir-Y f:� .t sty ' t CONCRETE BOTTOM Note Dimensions L apply to wing GALVANIZED FINISH �- o o DRAINAGE PIPE 40 SIZE SLOPE T DRAIN NOTES: �- PER PLAN CONSULTANT: 1, Pipes:D cion to Enc to t4 care of ane h or length due to skewof multiple pipes. PLAN (FLAT TYPE) 0:: E'h a 2.T of d ls, an grade cult' ll pt parallel to profile gr the gr are or more. C wee 4. Cre 560-C-3250 r , ELEVATION +; .s a a ti r 5. ulti piS doll a lista of D/2, with o 1' ..bromum, t ouWde INV PER NOTE; USE 2500 PSI CONCRETE diameters of PLAN 6.Far pi g tta greater than 30 Alternate toil-Ce Re�iebn' 0 � Dote � �ENOW ST 146.I a { REGIONAL, 11 S.C 1 LAGUNA ,y CH, 1 WING' AN6 V TYPE HEADWALLSca.jo o ft.e,e.1224E oat. 949-376-607 'fOR 427 TO " PIPE NG 949-376-6417 NUMBER SUB CONSULTANT: SCALEM SCALE: 10 HEADWALL D E T A ILE 7 CATCH BASIN AND GRATE 2 4 ' OR 6" CURB ONLY • • • • • T.S. 4" BI_K PVC ATRIUM GRATE TG PER PLAN NDS OR EQUAL TRENCH IT AS REQUIRED F 1 FINISHED SURFACE LO FLOW \ \ \ \ 1 ++ • . .. , . , ,,. . . .. r / i _ i,% j, / 'r !\ ^l r f\f r f' / 777,77 /,/\ ` 4\ . + . . . � ' ''' i' f' ter' - \\` r/ > LU - �%. , . .. . . .. . . .. . . . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . .. >> ANTI ON U :�fl\�f :,;.:.;+;,: :.;+ . \// ,/� 122 BELOW SURFACE �*u 18's 1-1/221 zz \ U �'' '.','.', . .... . .. . . .. . . . . . . ,. . ,'..`. . .. . ! `~' C ST , 120 EXTENSION SLOPE • 1/4" P 2 'W. ,.,. ., :.. . . CKFILL C PACT FOOT 1-1/240 " 1/2" q. . . T 90% RELATIVE DENSITY 1/2" AC 13' 13' „ �, '•°' 't:.. W VERIFY / SOILS ENGINEER a 3/8" zLIP t- STORM DRAIN SIZE & TYPE PER FLANUj 2% & VARIES 3 1 0 27 & VARIES ANULARzz-= \ / \ \ 1\,, f\\\ 1.7% f \ a ' NOTE: S, ,A 1 FL PER / \`' "\`�' W TRENCHES ADJACENT AND \ P LA i//\ PARALLEL TO BUILDING /; FOUNDATIONS SHALL T �Z \''`,.\/\1\ '' r, +,°e• er.e °a,c , a >e , a, ' 3'p a,°.s \\/f`\`'-.'\\//�1\f \''\l\ \\i \\` f.':/\/ u' , 4 •', °'v4 • 5, °°° J1e iv• a i, \\\/ '\:/:Y E BELOWPLA HAVING \ /\ s , e a h' a Sea® a,', „° °,, a, •' v a a 'e \\l\ %.\\%/\// \\ I \ f\ DOWNWARDSLOPE OF ' f \f / fir / ONE IT TICAL TOT , N\ N,`'`UNITS HORIZONTAL o ,....',\� S L SLOPE) F ALI " IL ABOVE T OTT D OF THE TIG A T CLS 18" FROM zz-= zz= THE FACE OF FOOTING. < < /41 SCALE- SCALE SCALEM 9 LOCAL Sul"REE "I" SECO!""ION N 6 UTILITY BEEDDING DET 'Am IL 1 4 ATRIUM DR A IN " ET IL Ca ORB & GU"" ""`ER U A U . • • ELEVATIONS 0 C A C D F G CASE* 1 ,54 28.01 28.01 ,50 28.82 .71 .67 28.52 ,00 28.00 28.53 28.88 28.72 28,73 43.45 3,55 3,67 .10 43.82_ 43,62 44.27 A fix - 1 1 0.C. 4 43.45 43,55 43,67 .10 43.82 43, 44,27 0.74 0. 50.72 51.23 50.6 50.91 51,40 4" PCC 50.7 4 ,7 51.23 50,6 50,91 51.40 F -SEESTRUCTURAL PLANS 7 48.12 7,65 47,65 .01 43,3 48.29 48,18 ° ; • ,, ,' , ° '° , ° 45.91 45,43 45.43 45.80 46.19 46,08 4597 °® a° MOISTURE VAPOR B BARRIER WITH " C ° ° LOCATE PER SOILS REPORT 45.9 5,56 5,53 46.13 46.13 46.06 ° ° ® '®r .® °a•v,''' •s°eJ al°pJ°a Ai J aea a'e'1 a a,®asAe r 9°°p°a•a a e°S 10 43.02 4 , 42.99 43,46 43.04 43.19 43.63 ,a,a"a.M~,a'.°'•'®a°' °`a•;;J°''a'�a"''°°' °"° ,''d° ,da e, ae has°J v , a• erg e 2 86 42 55 42 41 43 03 ��;,;i:� ,, : ,J °, ,,,®,• °„,. , •J, °a a r4„r 11 4 5 2 4 50 4 va eN ,,. +;•° ,,, ,J,} .1 �" S,ga�eae:o,s°e Hfl FOR CITY a, a arl,aa i, ea a 4 °, �•°J,°J° sJ e � Y Fa L , s ♦ , ♦ a ♦ r9 1.O a0ka a !a* 1 ama a++a'e ja°°e•�,`dp ire aa'o a:a°aal° y e�',° ° cC ®y/ S.0 t�m�G NS.i e,sa e DATE DESCRIPTION INITIALDATETITLE: }-^)) 12 50.02 49.62 49,62 49.98 49,94 50.19 50,15 PAD ELEV, (�"j] *FROMCITY STD, 307 -- H=4" REMOVALSPER SOILS „ STRW REPORT (DEPTH VARIES) 1 - 'Ln ,� 1 1 3/8" LIP �; 1/2,P R RO NDETAIL SHEET TRAFFIC 6 7 1 1/2 ' FINAL CHECK 4 RM AS CONST. 00 00 s- a" e o 0 v '® • � 4 • a o • o I I _ D BY- FOR PRIVATE USE VERIFY FINAL SECTION WITH ;\\ ,-� a /ti/ STRUCTURAL. PLANS SOILS ENGINEER `. \ � ® � A • ®� f o \` DATE 110 INITIAL pfTHESE PLANS WERE PREPARE 0 ESS1 _ PRIOR TO GRADING / CIVIL ENGINEERING DRAWN ..H s'rr .',: ...gin` 'A - L iJRYEYf 'y \ fh '.,�/ . ' , ``/ '`f /,' '\�, /v�/,..,// _ .' � ,r,�• tel `,�\, . ' \��';•� \v '�, 'v , � _ ce C-23971 � _ _ - _ .. )SaIL °'�yE11 Exp. 12-31-05 N T m _ f.ICIENSE NUMBER FILE _ J-- - USE TYPE II CEMENT . .rC�TY OF OCUCAMONGA � CIVI tiP - INTEGRAL COLOR � � � T�o� - LIGHT BROOM FINISH �-- _ P OlECT N�,AAE L PARK W ¢ is fYl C,a Ca SEND TER AND COMMUNITY R CEJ O.: 48.34 z z > z �" 11 �S L� RJ J .a - � aQ. nom. a� ��: SHEET I� Y, CHECKED-s' ffi : RAM S # w j DATE, 04-07-03 r. �: .. DATE COMMUNtri. VICE GER SHE ` APPROVED ET: SCALE: SHEET OF :. DRAWING ISCALE. SCALE: EN'M4 tto' TION 3 39 V- GE OTTEEMRr. N0 OF . N.T.S. • • � N WEER NOW 7 lENTRakL WATER 4GENERAL NOTE9 WA'TER IMPROVEMENT PLANS soon 1. ALL WATER LINES.SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOR Is CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE LATEST ED11ION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. RANCHO CUCAMONGA CEN RAL PAR-K A R K 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. RMMO cuc"Olm-I LOTS 1= 11, TRACT 12809 , MoBe 175/`14=3 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISIING FACILMES RESUL'17ING DIRECTLY, OR INDIRECTLY N.W.C, BASE LINE ROAD AND MILLIKEN AVENUE FROM THEIR'OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 4. ALL'6-INCH WATER LINES SHALL BE 12 GAUGE STEEL; ALL 8-INCH CITY OF RANCHO CUCAMONGA THROUGH 16-INCH WATERLINES SHALL BE 10 GAUGE STEELCEMENT MORTAR 3 4:1 SLOPE OR GREATER NOTES: LINED AND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFICATION 04 ADE4QUATE SH0RING 1. TREI'll WDTH SHALL BE CONTROLLED C205-00. TO TOP OF PIPE ZONE. COUNTY OF SAN BERNARDINO 5. THE APPROXIMATE MINIMUM AND MAXIMUM STATIC WATER PRESSURE AVAILABLE TO 2. TRENCH DEPTHS OF GREATER THAN 5' PJM DESIGN GROUP SERVE IS 120 P.S.I. AND 130 P.S.I., RESPECTIVELY. COMPACTED SHALL HAVE ADEQUATE SHORING. 6. ALL WATER METER SIZES SHALL BE 3" (DOMES11C) AN D 6" (LANDSCAPE) STATE OF CALIFORNIA BACKFILL 3. CLASS 11 AGG.BASE ALL TRENCHES 31591 CAMINO CAPMMNO - GRANULAR BEDDING FROM LESS THAN 100' IN LENGTH PER SM JUAN 0��, CA 9W5 SELECTED TRENCH SiDE CITY OF RANCHO CUCAMONGA %9-4W200 FAX W49"CRA 7. THE MINIMUM COVER FOR 6-INCH AND 8-INCH WATER LINES SHALL BE 30 INCHES, MATERIAL STD. DWG. 120 WWW.RMMNGMUP.COM 10-INCH WATER LINES SHALL BE 36 INCHES, 12-INCH WATER LINES SHALL BE 42 INCHES, I I III --- AND 16-INCH WATER LINES AND ABOVE SHALL BE 48 INCHES. MIN. 6` COKWLTAW.- & ALL FIRE HYDRANT LOCA11ONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS Uj OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT. z o 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF c4m GOMM" LOD suWallwe U-i NOTE: COMPAC-RON SHALL BE 90% IN ALL ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY CL ZONES UNLESS OTHERWISE SPECIFIED. CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE TRENCH STABILITY SHALL CONFORM DEPTH DURING CONSTRUCTION SMALL BE REPORTED TO THE CUCAMONGA TO CAL-OSHA REQUIREMENTS. COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE 1 MIN. OF CONSTRUCTION. BELOW BELL MCE CONNUAM 1100&COAST HWY.,r#M$ 10. THE CONTRACTOR SHALL H AVE A CLASS C34 LICENSE. 177- LAOLM BEA011 CA 9201 PH: 9""407. 0.6 Dl7-MEEfl FAX- 949-IV"17 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS SEWER OR WATER MAIN --.U- FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION RANULAR BEDDING FROM SELECTED WITHIN ANY STREET, RIGHT-OF-WAY, OR EASEMENT. TRENCH SIDE MATERIAL SUB CONSULTANT: 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR'INSTALLING DISTRICT TRENCH DETAIL FURNISHED METER BOXES. LEGEND, NOT TO SCALE 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #5). 15. THE MINIMUM SEPARATION 8 1 ETWEEN WATER LINES AND SANITARY SEWER LINES _W_ C.M.L. & C. WATER LINE SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. GATE VALVE 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS 8" C.M.L.&C.--\ NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. FIRE HYDRANT ASSEMBLY 8" x 45 DEGREE 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH WELD ELBOWS THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. _U SERVICE LINE AND METER 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE 8' C.M.L AFTER FINAL PAVING IS COMPLMED. Ak --Iqw BLOW-OFF 19. PRIOR TO ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND DISINFEC11ON SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 7, TECHNICAL PROVISIONS, OF THE STANDARD SPECIACATIONS OF THE CUCAMONGA COUNTY WATERDISTRICT. zz= CONSTRUCTION NOTES AND QUANTITIES 7fELD ELBOW DETAIL 0 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO N07IFY UNDERGROUND SERVICE N.T.S. c ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR ()�) WATER IMPROVEMENTS A AL TO START OF CONSTRUCTION. 21. FOR WATER SYSTEM INSPEC11ON ON THIS PROJECT, THE CONTRACTOR SHALL DESCRIP11ON QUANTITY IN-1 NO. �0_10__ CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, TWO Z4 WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. (D CONSTRUCT 8" CML & C WATERLINE 3,370 L.F. z 0 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT" CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER CCWD STD. DWG. NO. 3 9 EA. DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO F1NAL ACCEPTANCE OF CONSTRUCT 6" IRRIGATION SERVICE PER CCWD STD. D`WG. NO. 2 & 2A & 2B 1 EA. ANY SYSTEM. CONSTRUCT 3" DOMESTIC WATER METER PER CCWD STD. DWG. NO. 2A & 2B 2 EA. 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES -------------------------------------------------------------------------------------------- - NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTANCE OF ANY CONNECT TO EXISTING LINE 5 EA. 210 FREEWAY (HIGHLAND AVENUE) UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON ------ ------------ THESE PLANS. CONSTRUCT 8" VALVE & ASSEMBLY PER CCWD STD. DWG. NO. 4 8 EA. `2 ARI��" CONSTRUCT 6" FIRE DOUBLE DETECTOR CHECK PER CCWD STD. DWG. NO. 88 1 EA. PROPOSED 8" WATER LINE ------- BASE LINE ROAD T CONSTRUCT 8" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11 A 2 EA. -2, 0 L.S. D 8 c 90 CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG. NO. 31 PRIVATE ENGiNEEFTS NOTICE TO CONTRACT01:0- WATER E 0 PROPOSED 8" WATER LINE SITE L.S. TACK WELD ALL JOINTS 80' FROM BENDS/CONNECT`IONS & ALL CURVES PER STD. DWG. 9 "Cil Ill L18P.RY Z THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CONSTRUCT 6" CML & C WATERLINE 60 L.F. cji= SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAiLABLE RECORDS; TO HIGHWAY 66 (FOOTHILL BOULEVARD) =2=7 @ ABANDON EXISTING MAIN IN PLACE, AS DIRECTED BY CCWD INSPECTOR LS THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE zz= SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY @ CONSTRUCT 8" CML & C 45- ELBOW 2 EA. MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE zz-= CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE (9 CONSTRUCT 8" CML & C 90- PLUG 1 EA. z UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE << --0^ 1 Uj 10 DRAWINGS. CONSTRUCT 8" CML & C TEE, FLG 2EA. 4 1 10 FREEWAY gig NS j TRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8 1 EA. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIB L TY n FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS CONSTRUCT UTILITY CROSSING PER DETAIL A, SHEET C-1 LS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CON-17INUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE @ CONNECT TO BUILDING LINE LS PROPOSED 0 CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER RECONSTRUCTION V HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING CONSTRUCT 6" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11 .11 M1.1i FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1 EA. CONSTRUCT 6" TUR130 METER PROPOSED 8" WATER LINE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT Eli CONSTRUCT 6" BACKFLOW PREVENTER 1 EA. --------------------- ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. ------------- 0 . @ CONSTRUCT 12"' CML & C WATERLINE 636 LF zz= @ CONSTRUCT 12"' CML & C 450 ELBOW 4 EA SSI BASE LINE ROAD Underground Service Alert ? 0 A. REMOVE EXISTING 12" CML & C WATERLINE 0 -z -w�Pi:zt A fit CAU ,poll "_2 wv�'_ TOLL FREE C-23971 INA 1461 1=:1 1-1.1l, T-1 1-, C�! 600, 1-800 Exp. 12-31-05 RANCHO CUCAMONGA FIRE INDEX MAP VICINITY MAP 422-4133 FERE P c S OVED PROTEC11ON DISTRICT z AWPR Approval Is granted for underground water mains SCALE: 1" 200" N.T.S CIVI\' SN323E2&1.CLQA9MIp an hydrants only. Approval does not inciude any OF CMAPL%f Mmff�_ sprinkler piping or appurtenances. PECTO HO CUtAMONGA FME PROTECTION DISTRICT REPLACEMENT SHEET 0 ELETE /^/!MA ZArifoAf eA /2 ^,?A 4,1-/ PLANS PREPARED BY DESIGNED BY DRAWN BY CHECKED BY All BENCHMAPK PLANS PARED UNDER SUPERVISION OF CIVIL ENGINEERING DATE APPRO DRAWING NO. Ary- Mlll Z2 de=Ag=Az'&z BENCHMARK NUMBER 96-B AMONGA COUNTY WATER DISTRICT C)o3_ wtc, I LAND SURVEYING BY: RAM RDB CCWD RBA ELEVATION: 1430.68 ASSISTANT GENERAL MANAGER C.O.O. 0 THE NWC OF HAVEN AVE. 19th ST., 1100 S. COAST HWY., #318 CENTRAL PARK all 44 FT. W. C/L HAVEN AVE. & 83 FT. N. C/L RICHARD A. MOORE LAGUNA BEACH, CA 92651 CUCAMONGA COUNTY WATER DISTRICT FjCALE WORK ORDER No. ATLAS No. 19th ST., SET DRIVE PIN W/C.S. TAG IN ENGINEERING DEPARTMENT DP 5917 PUBLIC WATER SYSTEM PHONE: 949-376-6407 2108 ADD SHEET 4 - SD CROSSING 2/12/4 P @ THE E. END OF A HEADWALL FOR 10440 ASHFORD ST., CUCAMONGA, CA 91730 SHEET 1 OF 4 'WATER 'PLANS -376-6417 24" CMP. DATE RC.E. 23971 FAX: 949 (909) 987-2591 1 =40' 32105 2109 TRACT 12809 REVI DESCRIPTION DATE AP'D 11 - k- 1, 1 1 1 TI LE SHEET THESE PLANS WW PREPARED BY: FOR FWAN USE ESSI INMAL DATE A. CPVIL ENGINEERING DRAVM LAND SURVEYING CHECKED NAM DAM 0-23971 UCENNHWAM-23M FUR Exp. 12-31-05 CITY OF RANCHO CUCAMONGA CIVI'L or CENTRAL PARK SENIOR CENTER AND COMMUNITY CENTER MCEJOB NO.; AU it lum JOB NO.. 2W7O cc 11200 BASE UNE ROAD REVISOONS sm Cry us ONLY DRAWN BY.- DATE 13001PTION APPROVED WA1e;a-iR40W5 77rU= 5b".,A� CHECM BY.- RAM 8/4/03 ADDENDUM AMOM 8 /0-3 DUM.,,l WATHUSEM ADDEN DAT& .02-2-15-0 105 BULLETIN #1 DA'M COMMUN"SownMMAGat z t/2+10!j 7RN-49c In 2/2104 BULLETIN #10 RINK 011M A"WVW OF SHEU.- 0 SHEET 3/8/04 BULLETIN #_1,3 Rf* cc 4 AS COl. O�WING C =515 . a DAN RCENM CITYENGINEER 11 11 mom No= ,,Or 40000000.........4, 'l 4t Oak R GREA R H11R NG ED L qEk F@_r_cO memo Jill 7-N M4TRAL ell C , 1h 'W CONSTRUCTION N01POES �_j \\11 soon MATCHLINE SEE SHEET W-3 ------- m NNW Ar (D CONSTRUCT 8" CML & C WATERLINE LN P'A oo Q CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER CCWD STD. DWG. NO. 3 CONSTRUCT 6" IRRIGATION SERVICE PER CCWD STD. DWG. NO. 2 & 2A & 213 (x CONSTRUCT 3" DOMESTIC WATER METER PER CCWD STD. DWG. NO. 2A & 2B R K 2 CONNECT TO EXISTING LINE W RANCHO CUCAMONGA CONSTRUCT 8" VALVE & ASSEMBLY PER CCWD STD. DWG. NO. 4 �f I I I ___j 8" x 8" TEE CONSTRUCT 6" FIRE DOU13LE DETECTOR, CHECK PER CCWD STD. DWG. NO. 813 :.,!)LINE "A" STA. 15+90.22 6 @) CONSTRUCT 8" HOT TkP & WELD COLLAR PER CCWD STD. DWG. NO. 11 A Q)5LINE "B" 10+00. CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG. NO. 31 WATER LINE "B" TACK WELD ALL JOINTS 80' FROM BENDS/CONNECTIONS & ALL CURVES PER STD. DWG. 9 35.2± TOP WATER CONSTRUCT 6" CML,,& _C WATERLINE SD =-T ABANDON EXISTING 'MAIN IN PLACE, AS DIRECTED BY CCWD INSPECTOR w RJM DESIGN GROUP CONSTRUCT 8 CML & C 45* ELBOW ....... -Z (9 CONSTRUCT 8" CIVIL & C 90* PLUG I lu 0. FF 51-00 31591 CAMINO CAPETRANO SM JIM CM%T*0 CA 92675 CONSTRUCT 8" CML & C TEE, FLG 949493-20 FAX 949.4W2690 WWW.1tJMDES1GNGROUP%X)M PAD 50,33 CONSTRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8 L C26 6" IRR. M CONSULTANT: CROSSING PER DETAIL A, SHEET C-1 CONSTRUCT U11LITY LINE 54 0.DO @ CONNECT TO BUILDING LINE LAND SUMMO CONSTRUCT 6" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11 ...... X' ' CONSTRUCT 6- TURBO METER CONSTRUCT 6" BACKFLOW PREVENTER ID NCR CONSULTANTS 1100&C0ASTHWY.,,*318 CONSTRUCT 12" CML & C WATERLINE LAGUNA BEACH,CA 92651 CONSTRUCT 12" CML & C 45- ELE30W PH: 949-3764W E] FAX- 949-376-6417 -WATER LINE *B" WATER LINE JL SUB CONSULTANT: CURVE TABLE LINE TABLE LINE 'A" LINE "A" CURVE DELTA LENGTH RADIUS LINE LENGTH BEARING X, C1 23"31'48" 100.20 244.00 Ll 109.76 NOO*04'1 8"E C2 1210'01" 135.27 637.00 L2 9.50 N78*32'55"W L2 C3. 07024'34 82.38 637.00 L3 29.21 N 11*42'39*E F.H. [-J STA. 13+45.07 LINE A 2 C4 10`43'49" 63.30 338.00 L4 10.50 N57*23'39"W C5 20*07'43" 70.26 200.00 L5 16.30 N34"52'09"W 110 C6 17047'33" 62.11 200.00 L6 29.49 N75*22'1 8"E C7 14"47'52" 50.10 194.00 L7 15.15 N 14`37'42"W 18 C3 0213'41" 13.11 337.00 L8 32.48 N75*22'1 80*E C9 20"09'16 118.54 337.00 L9 62.61 N3,31 1'43"E X,/ C10 42"40'45 236.88 318.00 Ll 0 46.11 N79001'51"E El C1 1 35"52'44" 199.13 318.00 L1 1 9.55 N21*40'05"W %a I Z_ - - - L1 2 184.07 N89*54'55"E C13 01*42'16" 23.41 787.00 L13 21.74 N10*58'09"W C14 04*08'14 56.83 787.00 L1 4 8.34 N79'01'51-E C15. 09*47'47" 33.17 194.OG LINE "B" OG C1 6 ",OT39!-314 4. 10.37 N44*.WOT"E C17 - L1 4 370.43 N44*57"30"W 0 n \00+v C18 09"37'58" 32.62 194.00 L15 - a- C19 09*01'18 123.92 787.00 L1 6 << C20 '57'19- 21.66 156.00 L17 9.'43 N45002'30"E 07 10 N44*57,30"W 0" C21 03004`44 8.318 156. L1 8 4.00 N C==p A C22 33*09'53" 67.14 116..00 L1 9 9.73 N4,5*02'30"E C23 1404838 25.85 00.00 L20 4.00 N44*57'30-"W WATER LINE "A" ZZ_= LINE "B" L21 C24 50*42'32" 263.74 _298.00 L22 - Uj C=:p C25 52*36'12" 116.50 127.00 LINE "C" CO C26 1..09*28'06" 1 20.99 1 127.00 L23 66.66 N 11*48'1 7"W 5Y) LINE *C* L24 23.75 N55*31"59"E _j 3. C==V C_� C27 34"52'05" 122.93 202.00 L25 292.10 N44057'30"W -A C28 57*31'49" 103.42 103.00 1 L26. 23.32 N45*05'1 91-1 C29 10'26'40" 18.78 10,3.00 Uj C 4 C� PROP. SCE UZG TRANS LINE 25. 0 P 8 W JL PER EDISON DWG. 4584 19.7± 30"SDN� ZZ_= ZZ= A,. U") -12* W (CML&W) 7! LL Uj -12" W (CML&W)- U-i 7 z _��PR�. CURB�& G�UTTE�R EEASEMENT 21.9± TOP 30w SD ATER LIN7E _7' 25.7± NV_9"WTTER C) L) I'd- 0 _j EXISTING 1 IN BASE LINE ROAD C==P7 PER DWG. NO. 7-12-76W PER, SEPARATE PLAN. 0 ZZ-== Uj A (/?.o 10 49+00 mo 48+00 RANCHO CUCAMONGA FIRE 0 1 - -41 WjMWD1-j-- V_ -41' W 42 -41" W (MO)I+M 4A+-a0- - - - - - - - -41' W (MW6/ PROTECTION DISTRICT + "a_ 41" W (NIW6j-+P0, C", i-I Lo-�r- TEC ON SYSTEM APPROVEn C) Pv>,r Lai- 7 to Approval Is granted for underground water mains ----------- eYKA41nAAA and hydrants only. Approval does not Include any + cr) (2i wrinkler,piping or appurtenance& RANCHO CU6AMONGA FIRE PROTECTION DIS T + + C14 V) LAJ I.�z ZY) Z;5 x0f ESSioV 5 V) 3: T Underground Service Alert A. 6 P=in CALL 8 SCALE: 10=400 T011 FREE 9 cc C-23971 1-800 Exp. 12-31-05 422-4133 0 40 so cjvl\� TWO WORKING DAYS BEFORE YOU DIG OF CAML-1 0. 10m 02-02-04 BULLETIN N 6 tivr*r) -VEN. UQW*Sao 04:k DESIGNED BY DRAWN BY CHECKED BY DRAW= W0. I DELF,-te it4s-mu.^Ttom of It!"M.4114 1-9-04 PLANS PREPARED BY CIVIL ENGINEERING DATE APPR 771- 0 zt _6 BENCHMARK PLANS PREPARED UNDER SUPERVISION OF AmOm"kFA (Cou= WA7EIR 003.W%40- t EY-. MAIM�rC rteMAW 19 PI-Azi�$ BENCHMARK NUMBER 96-B LAND SURVEYING BY: RDB CCWDZRBA RAM ELEVATION: 1430.686' ASSISTANT GENERAL MANAGER C.O.O. L PARK CENTRA 0 THE NWC OF HAVEN AVE. 19th ST., 1100 S.,COAST HWY., #318 SCALE WORK ORDER No. ATLAS '6 N. C/L RICHARD A. MOORE CUCAMONGA COUNTY WATER DISTRICT 44 FT. W. C/L HAVEN AVE. 83 FT LAGUNA BEACH, CA 92651 No. PUBLIC WATER SYSTEM ENGINEERING DEPARTMENT DP 591 19th ST., SET DRIVE PIN W/C.S. TAG IN PP 2108 slaM 2 OF 3 WATER PLANS MONGA, CA 91730 -376-6407 32105 2109 PHONE: 949 CUCA 10440 ASHFORD ST 40' TOP @ THE E. END OF A HEADWALL FOR TRACT 12809 FAX: 949-376-6417 23971 3-24" CMP. DATE R.C.E. (909) 987-2591 _-T S'LY SITE co REV DATE APD -A THESE PLANS WERE PREPARED BY.- FOR PWATE USE INMAL DATE A. CIVIL ENGINEERING DRAVIN 0 LAND SURVEYING OiECKED NAW DATE C-23971 ;a Exp. 12-31-05 LICEM NUMN&Mm FILE CITY OF RANCHO CUCAMONGA CIVI OF PROJECT NAME _____CENTRA_L_PKR_K MCE JOB NO.: ASX SENIOR CENTER AND COMMUMTY CENTER PJM JOB NO.; 290-70 112M BASE LINE ROAD FOR CITY USE ONLY SHEUTM DRAWN BY.- RIDS REV00NS DATE DESCRIPTION APPROVED INM DATE CHECKED BY: RAM srpm 8L4Z23 ADDENDUM #1 APMVW 8/15/03 ADDENDUM #3 DATE: 02-25-03 BULLE11N 41 GRO/D1WN DATE COMMUNITY SSWICI!MANAGER 0- /0-5 f3fttentq#�_5 A\ TRAFFIC SHEEr: APPROVED 28f 2 10 4 BULLETIN # 16 FINAL CHECK SHEET OF 7- VW 1 19 DRMWINGI 1 C =16 AS CONST. NO. L:Z_4� OF- DATE RCE NO. CRY ENGINEER 00 MENNEN= WAd N 1111111111 Jill 11 Ar FTn %=V,',-EN h RAL rzzz-v k;V N 0 1 R U k;T 10%N N 01"m ffiEm%015 WAA '010ER LINE i CONSTRUCT 8" CML & C WATERLINE 1400puil CURVE TABLE LINE TABLE 41 30 L CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER CCWD STD. DWG- NO. 3 LINE- "A" LINE wA'w F CURVE DELTA LENGTH RADIUS LINE LENGTH BEARING CONSTRUCT 6" IRRIGATION SERVICE PER CCWD STD. DWG. NO. 2 & 2A & 213 45 M . 109.76 NO,0*04'18"E C1 23"31"48" 100.20 244.00 Ll CONSTRUCT 3" DOMESTIC WATER METER PER CCWD STD. DWG. NO. 2A & 2B C2 1210'01" 135.27 637.00 L2 9.50 N78"32'55"W CONNECT TO 'EXISTING LINE A R_� K C3 07024'34" 82.38 637.00 L3 29.21 N1 1*42'39"E 'Ag" L4 10.50 N57#23'39"W CONSTRUCT 8" VALVE & ASSEMBLY PER CCWD STD. DWG. NO. 4 RANCHO CUCAMONGA C4 10043 63.30 338.00 C5 20*07'43" 70.26 200.00 L5 16.30 N34052'09"W CONSTRUCT 6-" FIRE DOUBLE DETECTOR CHECK PER CCWD STD. DWG. NO. 8B C6 17047'33" 62.11 200.00 L6 29.49 N 75#22'1 8"E CONSTRUCT 8" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11A C7 14*47"52" 50.10 194.00 L7 15.15 N14"37'42"W C8 021341" 1, N75*22'18"E CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG. NO. 31 > 3.11 337.00 L8 32.48 C9 20.009'16" 118.54 337.00 L9 62.61 N3301 1'43"E Uj @ TACK WELD ALL JOINTS 80' FROM BENDS/CONNECTIONS & ALL CURVES PER.STD. DW(3. 9 V) + 46.11 N79*01 51"E C10 42*40'45" 236.88'. 318.00 Ll 0 CONSTRUCT 6" CML & C WATERLINE C23"�7--__ C11 35*52'44" 199.13 318.00 9.55 N21*40'05"W C21 L1 1 @ ABANDON EXISTING MAIN IN PLACE, AS DIRECTED BY CCWD INSPECTOR C1 2 L1 2 184.07 N8905455"E C20 $ ililililliilliliiiiilN/ - ! 090W ------ LINE A. TA. 29+82.72 C13 01*42'16" '23.41 787.00 L13 21.74 N10058 CONSTRUCT 8" CML & C 45- ELBOW ST. STA, 121+67.17 C1 4 04*08'14" 56.83 787.00 L14 8.34 N79*01'51"E RJM DESIGN GROUP CONSTRUCT 8" CML & C 900 PLUG C1 5 09*47 47" 33.17 194.00 LINE "B" 31591 CAMINO CAPISTRANO SAN JUAN CAPWMO,,CA 92675 @ CONSTRUCT 8" CML & C TEE, FLG C16 03"39'34" 19.16 300.00 Ll 3 10.37 N44059'01"E r---%LINE "A" STA. 25+10.74 47.5 INV 8" WAT 949493-20 FAX 949493-2690 - - L14 370.43 N44"57'30"W F.H. W WWAXIDESIGISIGROUP.COM C17 CONSTRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8 /,;�% , (��LINE "B" STA. 10+00.00 46.5± TOP 18 SD __Tr STA. 26+97.28 LINE A C18 09437'58" 32.62 194.00 Ll 5 CONSTRUCT U11LITY CROSSING PER DETAIL A, SHEET C-1 CONSULTANT.-IIIIIIIIIIIII' C19 '09"01'18" 123.92 787.00 L16 TING C 18 EXIS L17 ' 9.43 N450'02'30"E @ CONNECT TO BUILDING LINE C20 07057019" 21.66 156.00 L1 4 12 C21 03*04!4e 8.38 156.00 L18 4.00 N44057'30"W �TE R_L1 N E�. erm MMPJN C22 33009'53" 67.14 116.00 L19 9.73 -N45002'30"E CONSTRUCT 6" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11 PER DWG. NO. L6 16 85-W61-6 C23 14043 0.00 L20 4.00 N44*57'30"W UCT 6 TURBO METER L8 QQ) CONSTR %F LINE "B, L21 C1 3 C1 5 3 CONSTRUCT 6" BACKFLOW PREVENTER C24 50"42'32" 263.74 298.00 L22 L MCE CONSULTANTS AL 57' 30 C25 521612" 116.60- 127.00 LINE mC" CONSTRUCT 12" CML & C WATERLINE I 100 S.COAST HWY.,#318 3 LAGUNA BEACH,CA 92651 C26 09*28'06'" 20.99 127.00 L23 66.66 N1 1"48'1 7"W' LINE "C" L24 23.75 N55"31'59"E CONSTRUCT 12" CML & C 45* ELBOW FAX; 949-3764417 C27 44"57'30"W 41' 1 �4`52'05" 122.93 202.00 L25 292.10 N - C28 574'31'49" 103.42 '� 103.00 L26 23.32 N,45*05'1 9"E SUB CONSULTANT: Uj C29 10*26 40 1 18.78 103.00 13 1 10 < % < 0 0:�LJ Ld + U-1 C1 00 45.1 INV 8" WAT �N C�j 43.0 TOP 1 SD 0 F_ C_� F.H. C14 WATER LINE A V) + + �JA. 20+70.96 LIQ W M C,4 4 4 WAT . C14 45.4 FNV 8 0 43.4 TOP 24" SD i waft Val 1Tr______1U 'FRE T I 7\7 LHIBRAR lftft WATER LINE "C" 61 X old m 4 416 41D Lai 46.5± INV 6" WAT New 43.7± TOP 1 D� ZZ== F,H. > C29\ + Uj L z qr 1\ V X 37.0± TOP 8" A" X 17 T on n 39.0± INV 42" C8 F.H. STA. 17+15.54 LI E A 2 ro > M M x 3: MATCHLINE SEE SHEET W-2 'X -did NIZ J \> % NO X. POO." Al� 1 10 RANCHO CUCAMONGA FIRE 0 PROTEC*flON DISTRICT VED b its PROTEC ON SYSTEM APPRO Approval Is granted for underground water mains and hyd %Arants; only. Approval does not include any n kler pip Ing or appurtenances. ��RnfNINCHO C CAMONGA FIRE PROTECTION DISTRICT Z 126 -Ss/ L 0 Underground Service Alert IFF 51mv A. <11 CALL Iff'J'%A D 5 0, SCALE: 1"=40' 5TA. 1\6t�/t.58 LINIE T011 FREE As I I"I , . I I C-23971 AV 1-800 Exp. 12-31-05 0 40 80 422-4133- CIVI TWO WORIUNG DAYS BEFORE YOU DIG OF f 'A y DESIGNED 8 DRAWN BY CHECKED BY BENCHMARK PLANS PREPARED UNDER SUPERVISION Or PLANS PREPARED BY CIVIL ENGINEERING DATE AP OVED DRAWING NO. LAND SURVEYING WA7117n BENCHMARK NUMBER 96 BY: AMOULFA RE, il Jill ASSISTANT GENERAL MANAGER C.O.O. RAM RDB_ CCWD -T-rm% A 003- W40-3 TITLE: ELEVATION: 1430.686' 0 THE NWC OF HAVEN AVE. 19th ST., 1100 S. COAST HWY., #318 A C%I N1 MAL PA RK 44 FT. W. C/L HAVEN AVE. & 83 FT. N. L RICHARD A. MOORE CUCAMONGA COUNTY WATER DISTRICT CALE WORK ORDER No. ATLAS LAGUNA BEACH, CA 92651 19th ST., SET DRIVE PIN W/C.S. TAG IN ENGINEERING DEPARTMENT No. PUBLIC WATEFm% SYSTEM DID 5917 WATER PLANS PHONE: 949-376-6407 2108 TOP @ THE E. END OF A HEADWALL FOR 10440 ASHFORD ST., CUCAMONGA, CA 91730 23971 FAX: 949-376-6417 1 =40 32105 2109 SHEET 3.OF 3 E. REVI DATE APPI) 3-24" CMP. D ATE WAt R.C. (909) 987-2591 TRACT 128W N'LY SITE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ?,ROFESS/04� INMAL DATE D A. CIVIL ENGINEERING DRAV44 LAND SURVEYING C? CHECKED C-23971 ;a NAME DATE Exp. 12-31-05 LICE14SE NUMBER:-2Ml FILE cfvll� CffY OF RANCHO CUCAMONGA or f f0jr Wf ,"C' 4 P CA PWI NAME NTRAL PARK SENIOR CEN7ER AND COMMUNFY CIENTIER MCEJOBNO..- 48.34 11200 BASE LINE ROAD RJM JOB NO.: 290-70 REVIISII(ONS FOR CITY USE ONLY SHEET TITLE DRAWN BY.- RD8 DATE DESCRIPTION APPROVED INITIAL DATE RAM CHECKED BY.- 8/4/03 ADDENDUM #1 STREET A"WVED 8L1 5/03 ADDENDUM #3 WATER/SEWElZ DATE: 02-25-03 11 10/0�? BULLETIN 11 GROMRAIN DATE COMMUNITY SERVICE MANAGER n I I 1,7�-fo.3 5UU,6F[N 4#1 TWFIC SHEET-. APPROVED FINAL CHECK 4-1 SHEET R/W IDRAYANG AS CONST. NO. 1L24OF_ C DATE RICE NO. CITY ENGINEER C6 I IBM mmmmmmi I 1, Jill w1110=1M I 1111111 Jill 11 nmmmmn� CENTRAL S..r%.p v N S-7 T R U C T I 0 N N T roll 410omp CONSTRUCT 8" CMIL & C WATERLINE CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER CCWD STD. DWG. NO. 3 CONSTRUCT 6" IRRIGATION SERVICE PER CCWD STD. DWG. NO. 2 & 2A & 213 CONSTRUCT 3- DOMESTIC WATER METER PER CCWI) SM. DWG. NO. 2A & 213 A R- K XTI LI RANCHO CUCAMONGA CONSTRUCT 8" VALVE & ASSEMBLY PER CCWD STD. DWG. NO. 4 Q) CONSTRUCT 6" FIRE DOUBLE DETECTOR CHECK PER CCWD STD. DWG. NO. 8B CONSTRUCT 8" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 11A CONSTRUCT TRENCH REPAIR PER CCWD STD. DWG. NO. 31 .... ......... ................. -------- ............ .......TACK WELD ALL JOINTS 80' FROM BENDS/CONNEC-nONS & ALL CURVES PER STD. DWG. 9 ----------- ..........CONSTRUCT 6" CML C WATERLINE --------- ........----------OP -.URB---*-.132-1-.--.Ds-:�--�-�-,�-,.,.....�.-..- ....... R XSTI MAIN IN PLACE, AS DIRECTED BY CCWD INSPECTOR El� I—— ..,- E @ CONSTRUCT 8" CML & C 45- ELBOW ........ .......�-**,.,-".*,*..,"",-",-.,-",-,-.*."�'""*�"*"-,--",-**.""-,---.�- RJM DESIGN GROUP A f%f%1k1CTPtlr, R CML & C 90" PLUG ......... 31591 CAAMNQ CAPISTRANO ........... ....... SAN JUAN CAPSYL010s CA W5 @ CONSTRUCT 8" CML & C TEE, FLG .......... 949493-26M FAX W493-2690---- -- -------- WWW.RJMDMNGROUP.00M CONSTRUCT 8" SINGLE DETECTOR CHECK PER CCWD STD. DWG. 8 ER .......... CONSULTANT:...........V7 CONSTRUCT UTILITY CROSSING PER DETAIL A, SHEET C-1 --------- ...........3 6 :80 ..................NG LINE 6' .......V9 CONSTRUCT 6" HOT TAP & WELD COLLAR PER CCWD STD. DWG. NO. 1 1 .............. . ................... ...... ------- ....... LAND SUMAW CONSTRUCT 6 TURBO METER .......... .......- ....... 4r Q)l CONSTRUCT 6" BACKFLOW PREVENTER ........ ................ .7, MCI CONSULTANTS @ CONSTRUCT 12'" CML & C WATERLINE I 100 COAST HWY.,*318 LAGUNA BEACIlit 92651 -34-5-38-5: @ CONSTRUCT 12" CML & C 45- ELBOW ---- ... ... -3764W . ,I-I 11--,-:-,--*,*"-,--,'l-"""-*'*I I PH 949 TOP ........... .......REMOVE EXISTING 12� CML & C WATERLINE ------ VAR- 949-37"1 7 1-2.,-0T.... ....... ...... ....... SUB CONSULTANT. ........... ------............--------- ----- ............... ------- ...... .......-- ------------ ------ lie.......... ---------- And .......... -----------.......... ------W Oft&son M E%I;It:N TKAL FOA1111% LU low z z SEWER RELOCAT`ION Uj 0 CL iA- A erwolep PROP. S RANS LINE PER EDISON DWG. 4584 __j 4 . . . . . . . . .+65 16 SD CROSSING L I I I I I I I i I i *::w_\_0-127 W (CML&C)— -12" W (CML&W)-_E -E----------- C>TV- m oft omm MPM aftm, _� — - -6-0-1; - - 0A%ft>t: LINIZ K VA V EXISTING 12 INCH WATER LINE C) PER DWG. NO. 7-12-76W'4t SECTION LINE ZZ-= IF-I 1=;Z:E:; M A,. 1-1 ,N.I_,1--, 4Z: :M I Y'I C'� LU 15+00 --+UG TEL4-74-90- -UG TEI_44)4�QG- -22-*00- -UG TEL-2-3+-QG- -2 Go_ -UG TEL�2-5*00PROTECTION DISTRICT U-) omsmucnow UNE .41� Ill A1111nn-As -A-1" Ajf AMR`, 1 -------44" W IAllifnN f U VED ____41" W IIW Approval is granted for underground water mains U')and hydrants only. Approval does not include any RAISE WATER LINE PER+ +spiinwer piping or appurtenances. <0 to SECTION, THIS SHEET PWPECTOR, RANCHO CUCAMONGA FIRE PROTECTION DISTRICT ' I T_ �T_ 5 9 0 0 C=:=:;7 2 ZZ= Underground Service Alert IC 14 D A.CALL TOLL FREE cc C-23971 SCALE: 1"=40" 1-800 Exp. 12-31-05 clvl\� 0 40 80 TWO WORICING DAYS BEFORE YOU DIG OF M1 A A r%iff!r%I A-0%If=—IL Ar!!_&a"r Aft a 11 ow IPM now ]NNW M ALM a llr__�Mr—014FAIL ow"IF=7,� DESIGNED BY DRAWN BY CHECKED E3Y T BENCHMARK SUPERVISION KF DATE APPROV *!�= 4-4 Af`t,W T'W T rlP'W 7 W A DRAWING NO.U67 -1 1U I CIVIL ENGINEERING 4_1AMA4_v"TA"A BENCHMARK NUMBER, 96-8 LAND SURVEYING BY: U "fNky U IN I I A'I'LK 0 �!i RAIVI RDB CCWDZRBA ELEVATION: 1 4,30.686'n Ni � ASSISTANT GENERAL MANAGER TME-. OF HAVEN AVE. & 19th ST., b —1100 S. COAST HWY., #318 C`E N'T R A L r P A tri.A." CUCAMONGA COUNTY WATER DISTRICT CALE WORK ORDER No. ATLAS 44 FT. W. C/L HAVEN AVE. & 83 FT. N C/L RICHARD A. MOORE LAGUNA BEACH, CA 92651 No.19th ST., SET DRIVE PIN W/C.S. TAG I PHONE: 949-376-6407 ENGINEERING DEPARTMENT DP 5917 2108 r u b L I ko W A T E tP I' ZOO Y S T EMA WATER PLANS SSING 2/12/04 OP @ THE E. END OF A HEADWALL FO ST., CUCAMONGA, CA 91730 FAX: 949-376-6417 4—24" CMP. DATE I C'. o+ R.C.E. 23971 (909) 987-2591 1 =40' 32105 2109, TrR%A(",.%;LT SHEET 4 OF WLY SITE REV DATE APD THESE PLANS WERE PREPARED BY: FOR PRIYATE USE ?jkOF SSIO INMAL DATE A.CIVIL ENGMEERING DRAWN LAND SURVEYING OiECKED NAME DAlt- C-23971 Exp. 12-31-05 X1. Cffy OF RANCHO L"�UCAMONGA CIVIL or CWf PROMaNAME CENTRALPARK NIMENNOMMMM SENIOR CENTER AND COMMUMTY CENTER MCE JOB NO.: 4$.34 11200 BASE LINE ROAD RJM JOB NO.*- 290-70 REVISIONS FOR CffY USE ONLY SHEff 7M DRAWN BY: RIDS DATE DESCRIPTION APPROVED INnAL DA-M RAM CHECKED Mr 8/04 BULLETIN ±13& STPM APPROVED WATER/SrWER DATE.- 02-25-03 GROA:�Wlsl DATE COMMUNRY$ERVlCE MANAGER TRAFFIC FINAL GiEa APPROVED SHEET-. 'sl*ET 2 DRA AS CONSr. OF— 17A L DATE Ra NO. CITY E14GNEER Jill, I oil III I I I VAd 0 LINEMP.GIB ENTRAL moo SEWER GENERAL NOTES- SEWER IMPROVEMENT PLmANS Ll F.OA 1. ALL SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOR CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICA11ONS AND THE 0 LATEST EDITION OF THE STANDARD SPECIFICATIONS-FOR PUBLIC WORKS A& CONSTRUCTION. A R K 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA RANConmO CUCAMONGA'mk A COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS mmak An now RANCHO CUCAMONGA PRIOR TO START OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE L04"I"S Immi'mi", TKAci im2809 , MaBs 1 =f=t5/14w3 THEMSELVES NTH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, N.W.C,, BASE LINE ROAD AND MILLIKEN AVENUE FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 4.1 ALL SEWER LINES SHALL BE VITRIFIED CLAY PIPE (V.C.P.), UNLESS to"aITY Offilomm RANCHO CmumCAMONGA OTHERWISE SPECIFIED ON THESE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN LINES SHALL CONFORM TO SECTION11-14, 'NTY OF SAN BERNARDINO TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE COU CUCAMONGA COUNTY WATER DISTRICT. RJM DESIGN GROUP 5. ALL SEWER LATERALS SHALL BE V.C.P., UNLESS OTHERWISE SPECIFIED STATE OF CALIFORNIA 31591 CAMINO CAPISTRANO ON THE PLANS, AND SHALL CONFORM TO THE SPECIFICA11ONS OF THE SAN JUAN CAMTRANO,CA 92675 949493-2600 FAX 949-493-2690 CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSE LATERALS SHALL BE 4 WWW.RJMDESIGNGROUP.COM INCHES IN DIAMETER, WHILE LATERALS FOR OTHER FACILITIES (COMMERCIAL, INDUSTRIAL, APARTMENTS,, ETC.) SHALL BE NOTED ON THE PLANS. ALL LATERAL CONNEC11ONS TO THE MAIN SHALL BE THROUGH A WYE CONNECTION. CONSULTANT: UNLESS OTHERWISE SPECIFIED ON THE PLANS. 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY LAND SURVOW STREET, RIGHT OF WAY, OR EASEMENT. 7. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF MANHOLE DEPTH MCE CONSULTANTS OR DESIGNED SLOPE OF THE SEWER LINE PRIOR TO OR �DURING CONSTRUCTION I 100 S.COAST HWY.,#318 SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT FOR REVIEW LAGUNA BEACH,CA 92651 AND APPROVAL PRIOR TO CONTINUANCE OF CONSTRUCTION. PH: 949-376-6407 0- FAX: 949-376-6417 8. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, SUB CONSULTANT: TITLE 22, SECTION 64630-C. PROPOSED SEWER LINE 9. THE CONTRACTOR SHALL HAVE A CLASS C42 LICENSE. JeF 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE CHANNEL GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE z DISTRICT ENGINEER. Uj 11. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS tN, Ij NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 12. TRENCH RESTORA11ON AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE NTH hi Ad THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. 13. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVA11ONS OF THE MANHOLES IN ANY PAVED SECTIONS TO ALLOW ANY NECESSARY ADJUSTMENT TO,THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PAVEMENT. rr PROPOSED SEWER LINE 14. BACKWATER VALVES ARE REQUIRED ON ALL SEWER LATERALS PER SECTION 3.11 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION OF BACKWATER VALVES SHALL CONFORM TO SEC11ON 16-01 OF K': NOTES: THE STANDARD SPECIFICATIONS OF THE CUCAMONGA WATER DISTRICT. 1. TREN("H WIDTH SHALL BE CONTROLLED _'OP OF PIPE ZONE. TO 15. GREASE INTERCEPTORS ARE REQUIRED FOR THE PROPER MAINTENANCE OF LIQUID WASTE CONTAINING GREASE, SAND, SOLIDS, ACID OR ALKALINE BASE LINE ROAD SUBSTANCES, OR OTHER INGREDIENTS WHICH MAY BE HARMFUL TO THE PUBLIC 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 3 OF WASTEWATER ORDINANCE 28-C OF THE CUCAMONGA COUNTY WATER DISTRICT. 3. CLASS If AGG.BASE ALL TRENCHES U.1 A m TIONS OF THE CUCAMONGA CITY OF RANCHO CUCAMONGA INSTALLATION OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 16-02, LESS THAN 100' IN LENGTH PER TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICA COUNTY WATER DISTRICT. STD. DWG. 120 m w"a w- do 4Q 40 INDEX MAP 16. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT" fto a SCALE.- 1 200' Imma DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL I ACCEPTANCE OF ANY SYSTEM. NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE TRENCH STABILITY SHALL CONFORM z TO CAL-OSHA REQUIREMENTS. I* ALERT (1-800-227-2600) AT.LEAST TWO WORKING DAYS (48 HOURS) PRIOR 00? TO START OF CONSTRUCTION. 18. FOR SEWER SYSTEM INSPEC11ON ON THIS PROJECT, THE CONTRACTOR SHALL 3/4:1 SLOPE OR GREATER w CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, TWO OR ADEQUATE SHORING 210 FREEWAY (HIGHLAND AVENUE) WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. < 4190 19. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTANCE OF ANY COMPACTED k UNDERGROUND FACIL]TlES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON BACKFILL BASE THESE PLANS. LINE ROAD GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL :z S I T E PRIVATE ENaNEEFrS NOTICE TO CONTRACTORS- 6" MIN. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES HIGHWAY 66 (FOOTHILL BOULEVARD) z SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO 0 CONSTRUCTION NOTES AND QUANTITIES A THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY Q_ SEWER IMPROVEMENTS MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE 0 CL CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE n A NO. DESCRIPTION QUANTITY < UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE 1" MIN. 10 FREEWAY BELOW BELL DRAWINGS. CONSTRUCT 8* VCP SEWER, BACKFILL PER CCWD STD. 30 71,668 L.F. Z. I �In �Ic t Moe CI -,AIL.I. -01"ACT' 'GR' CONSTRI ICT 6" IT/ P SINER Q A rVC-11 I DPP N-Un qTn In It-it WNIK IUK A Ktt,:i INAI Nt Z)HALL AZ)Z)UMt Z)V t- ANU UMrLtlt MtZ�rUNZ-1.) 0 IT FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS SEWER OR WATER 2.g�D CONSTRUCT 48" MANHOLE PER CCWD STD. 18 4 EA. LL PROJECT- INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE RANULAR BEDDING. FROM SELECTED CONSTRUCT 6" SEWER LATERAL CONNECTION PER CCWD STD. 15 1 EA. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER TRENCH SIDE MATERIAL CONSTRUCT 18" CASING PER CCVM STD. 22 125 L.F." .4. HARMLESS. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING CONSTRUCT CLEANOUT PER CCWD STD. 21 1 EA. Uj TRENCH DETAIL FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. N.T.S. (2)1 CONSTRUCT TRENCH REPAIR PER CCWD STD. 31 L.S. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT BORE INTO EXISTING MANHOLE, RECONSTRUCT SHELF 2 EA. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Idw CONNECT TO BUILDING SEWER 1 EA. @ CONSTRUCT MANHOLE AROUND EXISTING SEWER 1 EA. 0 LEGEND: PLUG EXISTING SEWER, ABANDON IN PLACE Ls _ss/ Underground Service Alert ? I ]z D A. @ CONSTRUCT 60" MANHOLE PER CCWD STD. 18 4 EA U.1 CALL 07 S VCPSEWER LINE Q7 @ CONSTRUCT BACKWATER VALVE PER CCWD STD. 25 2 EN TOLL FREE La C-23971 M.H. 1-800 Exp. 12-31-05 MANHOLE VICINITY MAP z 422-4133 r�%C_O_ N.T.S CjVjx_ CLEAN OUT LTWO WORMG DAYS BEFORE YOU DIJG A REPLACEMENT SHEET BENCHMARK PLANS PREPARED UNDER SUPERVISION OF PLANS PREPARED BY CIVIL ENGINEERING DATE APPR VED DESIGNED By DRAWNBY CHECKED BY BENCHMARK NUMBER 96-B DRAWING NO. LAND SURVEYING ELEVATION: 1430.686' BY: RAM RDB CCWDZRBA AMONGA COUNTY WATER DISTRICT TITLE: 0 THE NWC OF HAVEN AVE. & 19th ST., 1100 S. COAST HWY., #318 ASSISTANT GENERAL MANAGER C.O.O. 44 FT. W. C/L HAVEN AVE. & 33 FT. N. cA RICHARD A. MOORE LAGUNA BEACH, CA 92651 CUCAMONGA COUNTY WAIER DISTRICT CALE WORK ORDER No. ATLAS CENTRAL PARK 19th ST SET DRIVE PIN W/C.S. TAG IN ENGINEERING DEPARTMENT No. PUBLIC SEWER SYSTEM SEWER PLANS 10440 ASHFORD ST., CUCAMONGA, CA 91730 91 2108 1 REVISED MANHOLE CONNECTION AT MILLIKEN 2/7/04 OP @ THE E. END OF A HEADWALL FOR PHONE: 949-376 6407 24" CMP.' ' DATE (a 4r R.C.E. 23971 REV DESCRIPTION DATE APD FAX: 949-376-6417 (909) 987-2591 N/A 32107 2109 TRACT 12809 SHEET 1 OF 3 TITLE SHEET THEtE PLANS WERE PREPARED BY: FOR PRIVATE USE INITIAL DATE ()FESS/0 D A. CIVIL ENGINEERING DPAWN 0 4) LAND SURVEYING Co CHECKED C-23971 NAME DATE Exp.- 12-31-05 LICENk NUMBER:23971 FILE clvk\. CITY OFRANICHO CUCAMONGA OF CALI PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER MCE JOB NO.: 48.34 11200 BASE LINE ROAD RJM JOB NO.: 290-70 Cn REVISIONS FOR CITY USE ONLY SHEETTITLE DRAWN BY: RDB DATE DESCRIPTION APPROVED INMAL DATE co CHECKED BY: RAM 8L4/03 ADDENDUM #1 STRM APPROVED 8/15/03 ADDENDUM #3 WATEMEWBI! DATE- 02-25-03 11 0 03P BULLE11N #1 GROMRAIN a_ DATE COMMUNIT�y SERVICE MANAGER 1112015 TRAFFIC SHEET: B TIN #8 FINAL CHECK APPROVED 4_1 SHEET 11L 0 3/8/04 13ULLETIN RfW AS COW. D I Qf C=18 NO. 00 DATE RCE NO. 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I FIELD VEFFY ELEVA11Q4$i kw rri Z F V) U) J c �i M (�?) gynta�,"' K ykvi CA m MUST BE AT SHMM161 i&1;' 2 0 r) 0 4 � I ! 1101'' A _`11 Yim p!i1q,11 y q KnIQ W,ya myJ 11 0 WA KIKY. i i I i! Aid, m 0.0 WAY LIP f W;1 k lk 1:1111:11 f! mT1 ZO 7:7111*:111T j,::L!1. 1!,:1 i 11 i:1 1 CA 1-11 8 0 um -0 ..................... 40-T-01 10000, nq,ylq4ql Z Z ;V q yfi:11707171 M... r P i Q;PIK 0 m VN 0 m 70 K W T 0)i�1", t,q j A 1 POLIO 40V:10 !� Z Z �Zz A > '41 ;a r) < m r:r)> ------ Zo F_ 'Z m Z ;a 8) 0 > r) M 3:;u (Z 70 > C: > Z P < rMT 0 rmy CD > -n-a.i;; bv4. m 1=± REGIS 17M C", Z 00 I'll P al 41 JIM W 81 . I,; AIR �! m Z AM Cm MY Z Ll 01 Apo RANCHO CUCrB1kM0NGAm CENTRAL 0, r-)� lqmw� :0. rn '4.0, C.d; Cc> YL Z 15-4 "CA ? Z Z. ""% C:) co 31 Z Q (Z., I T (ONDF RAkNk... H (.,.J% (4..oU(..oAMAU`-Nk,7A 70- A#-*%, r% rT1 t q, T T)� H3 x > SENIUM " (., ENT0tm:` fZ ND (O."..0�MMU' "' ` 1400"Y (0�0`EN"'"'mmmR WMEW 11 Nil 'ENTRAL nook "now A- P, K RANCHU CUCAMONGA IN Ig N RJM DESIGN GROUP 31591 CAMINO CANSTRANO SAN JUAN �� AN MTR 9NCO)r CA 92675 949493-260 1)FAX 90-4W2690 WWW.RJMDESIGUGROUP.COM CONSULTANT. elm ow"mme LAW SUW&fM MCE CONSULTANTS I 100 S.COAST HWY.,*3T8 U B H, 9262 PH: 949-376-6407 FAX: 949-376-6417 SUB CONSULTANT: -44 rin low PMUINNILI: �bt;AlLbbe ==44 HORIZ.: ' 1"=40' 3s VERT.: 1 =41 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00= 16+00 17+00 18+00 Lu ZZ____z + + + G' All IN( EX�T IN + TM)i IN, uj STA \16+66 -EA �TING 13" VCP PER '+67.3Q STA 7 CCWD DWG. 85-555-� (PE.R/ 85-55' ZZ== amp win [7 /111411�11 + #3 'IN EWE 3 IMH 17.OZV�� 16+49.0 A x _X/ N + A ar ��IIS4NG H A IN I -I- 1� '/7�\ 0 TM _AH�� 1040.00 PROPOSED DRAIqA_QIf CHANNEL .-FORr"CENTRAL PAR _J� 2+00.04-8K c" I C===;7 z % _ASEMENT ZZ= 00 /10 Ccw[)(_E� off rc)ILI 0 N T R U C T 1 -0 N N -0 T E S Cole 11 11 U= LLB U1 CONSTR VCP SEWER, BACKFILL PER CCWD STD. 30 \j ESS10A \+ UCT 8 A. __'_A(0' CCWD EASEMENT A co)f X + '%_ooF I MH #1 CONSTRUCT 6" VCP SEWER, BACKFILL PER CCWD STD. 30 '/0 + % 31.5± IMH LuI w Nool Ir I ' z CONSTRUCT 48" MANHOLE PER CCWD STD. 18 + C-23971 ScEcfAS_WENt Exp. 12-31-05 CONSTR UCT 6" SEWER LATERAL CONNEC11ON PER CCWD STD. 15 SCALE =40' CONSTRUCT 18" CASING PER CCWD STD. 22 4- A U G TRANt LINE ._-----" 4� CONSTRUCT CLEANOUT PER CCWD 'STD. 21 civl�.. PROPjf/SCE OF IF PE 11DISOW DWG. 4584 R 0 40 80 MH #2 3 H .5± TM CONSTRUCT TRENCH REPAIR PER CCWD STD. 31 9 llc�' (�" 'i "� V \'jo BORE INTO EXISTING MANHOLE, RECONSTRUCT SHELF + /Z' rvii Underground Se ce Alert CONNECT TO BUILDING SEWER App %6 CAU r I/ "I i @ CONSTRUCT MANHOLE AROUND EXISTING SEWER TOU FREE @ CONSTRUCT 60" MANHOLE PER CCWD STD. 18 PWG EXIS11NG SEWER, ABANDON IN PLACE 1-800 v+ 422-4133 @ CONSTRUCT BACKWATER VALVE PER CCWD STD. 25 TWO WORIUNG DAYS BEFORE YOU DI A A A\ BENCHMARK PLANS PREPARED UNDER SUPERMSIO OF PLANS PREPARED BY DATE APPROED DESIGNED BY DRAWN BY CHECKED BY CIVIL ENGINEERING DRAWING NO. LAND SURVEYING BY: u (_i u u s u ELEVAflON: 1430.686' -B '_'AM0_"`N'_""A "OwAr"Y WATER DDURR`7 BENCHMARK NUMBER 96 RAM RDB CCWD RBA 003-S22-3 0 THE NWC OF HAVEN AVE. & 19th ST ASSISTANT GENERAL MANAGER C.O.O'. TITLE-. 44 FT. W. C/L HAVEN AVE. & 83 FT. N. C/L RICHARD A. MOORE ""'ENTRAL R""" 1100 S. COAST HWY., #318 rA R _NN 19th ST., SET DRIVE PIN W/C.S. TAG IN LAGUNA BEACH, CA 92651 CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER No. ATLAS TOP 0 THE E. END OF A HEADWALL FOR PHONE: 949-376-6407 ENGINEERING DEPARTMENT No. r u t s L I t,..; %%MWE118% SYSTEM SEWER PLA14S 23971 10440 ASHFORD ST., CUCAMONGA, CA 91730 1 40' DP 5917 2108 REV DATE AP D 3-24" CMP. DATE R.C.E. FAX: 949-376-6417 (909) 987-2591 0 2 1 09 T mr%A%f.%.f 12 8suv SHEET 3 OF 3� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE INITIAL DATE CIVIL ENGINEERING DRAWN LAND SURVEYING CHECKED NAME DATE \0 C-23971 LICENSE NUM654 23971 FILE Exp. 12.-31-05 C�TY OF RANCHO CUCAMONGA civill- orc&lf CENTRAL PARK SENIOR CENTER AND COMMUNITY CENTER MCE JOB NO,-- 48.34 11200 BASE UNE ROAD RJM JOB,NO.: 290-70_ REVISIONS FOR CITY USE ONLY SHEUTITLE DRAWN BY: RDS DATE DESCRIPTION APPROVED INITIAL DATE CHECKED&Y.- RAM 8L4/03 ADDENDUM #1 STRUT APPROVED 8/15/03 ADDENDUM #3 WATERnEWER DATE.- 02-25-03 u S/0,5 BULLETIN #1 GRO/DRAIN DATIE COMMUNITY SEMa MANAGER 75 TRAFFIC FINAL CHECK APPROVED SHEET.- SHEET "Liz i- OF-II? R/w tt AS CONST. DRAWING Lai OF- Cmw20 NO. c6 DATE RICE NO. CITY ENGINEER Emu= LIM 0 pa I mt— — k E LIM..P-.a A, _7� N 11,11 1 I'll III Jill III I Jill III III I III if 1 1, + ON f"'ONTRO"'L PLAN NOTES 0 EMILE EROSI`* V CA —2740 Karen McGuire 4 7 7 1. In case of an emergency, call at 2 A stand—by crew for emergency work shall be available at all times during the rainy season (November 1 to A 15). Necessary materials shall be available on site and stockpiled at convenient locations to facilitate pril *d construction of emergency devices when rain is imminent. rapi P—A .......... 711 7777" ........ 3. Erosion control devices shown on this plan may be removed when approved by the City Inspector if the 77 7- 71, Z grading operation ha,,q progressed to the point where they are no longer required. 7 Z 4. Graded areas adjacent to fill slopes located at the site perimeter must drain away from the top of slope at RANCHO CUCAMONGA the conclusion of each working day. 4 RAILROAD R/W 24 hours after each rainstorm. 5. All silt and debris shall be removed from all devices withl SON liii"m loom** ow=Ms :Mwmw "Po- "'I'Mailial, . .......... 6. A guard shall be posted on the site whenever the depth of water in any device exceeds two feet. The device -M at shall be drained or pumped dry within 24 hours after each rainstorm. 0000�, 13 7. Except as otherwise approved by the City Inspector, all removable protective devices shown sliall be in y rain pro place at the end of each working day or on weekends when the 5—da bability forecast exceeds 00001- 400 40%. C) 40 8. All loose soil and debris which may create a potential hazard to offsite property shall be removed from the wool," site as directed by the Grading Inspector. RJM DESIGN GROUP e% NO � GRA DING ' 31591 CAMINO CAPISTRANO U U LIMIT, F GRArW A 9. The placement of additional devices to reduce erosion damage within the site is left to the discretion of the 949493-26M FAX 949-493-2690 City Engineer. WWW.RJMD,ESOGNGROUP.COM "goo 10. Desilting basins may not be removed or made inoperable between November 1 and April 15, without the CONSULTANT: 0 pproval of the City Inspector. a 40000 Wow" ......... 11. Erosion control devices shall be modified as needed as the pro'ect progresses and plans of these changes *=mom MAOMMO annom MENEM mommo �_`CIVIL EMNEERM submitted for approval as required. LAND SURVEYM 12. Storm drains and catch basins are not constructed. .......... 13. Streets are not paved, except as noted on the erosion control plans. I 100 S,COAST HWY...*318 LAGUNA BEACH,CA 92651 -376-647 PH 949 100e 14 Drainage devices are not constructed, except as noted on plans. 949-376-6417 15. Stormwater pollution control requirernents must be integrated into the erosion control plans per title 26, Section 7010 of the county code for any construction between October 1 and April 15. the following 411111100" notes and BMPs as outlined in, but not limited to, the Best Management Practce Handbook, California SUB CONSULTANT: C4 Stormwater Quality Task Force, Sacramento, California 1993, or the latest revised edition, may apply ooe @ 200' O'C (TYP.) during the construction of this project (additional measures may be required if deemed appropriate by �000,r county inspectors). 70 00000' 7 -U TURELHIB EROSION CONTROL NOTES filial, INSTALL DOUBLE HIGH ROW OF SANDBAGS CONSTRUCT TEMPO CE PER DETAIL THIS SHEET INSTALL DOUBLE HIGH ROW OF SANDBAGS AROUND STORM DRAIN CATCH BASIN *04 f A LEGEND 39 lk SANDBAGS Z= C4 LU .......... dow 110 0 UJ Mff 7 -0 --7/ W LU P= �X_ 1i < El W 1,F NOTE: AW Z Ab W PLAC E 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & imam 40000W ------ GUTTER DRAINAGE FLOW IS BLOCKED. 7r:do .......... .............. 7 150 << 0,0 -.9d (n M LU L: ZZ-=3 A TEMPORARY G 1AVEL ENTRANCE r NOT TO SCALE L3 C=Z= Z4 1:3 \/P T 30 60 0 120 Ll CC REVOONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 03 ADDEND STREET JM #1 f WATERr"ER GROYDRAIN EROSION ---------- CONTROL PLAN TRAFFIC FINAL CHECK ............... -------- R(W AS CONST. THESE PLANS WERE PREPARED BY- FOR PRIVATE USE INITIAL DATE DRAWN CIVIL ENGINEERING LAND SURVEYING NAME Jill 1111111IMN-111 C-23971 777.-- ----------1,771 —31-05 -T- 7-- Exp. 12 77 12,.W CML&W)- 12 W(Cmuw)— 12"W(CMUW�—_-7r!-�, 171 LIaNSE NUiABER FILE clvj\� NE' 0"' Itmul A K A SO(RCP) U C4V CITY OF RANCHO C- MONC 0! C&Jf 49+00 —41 W 4—UG—Itt4;444 JMWD)- 4 —41 W(MWD -i?L --------------- co PROJECT NAME 41' MCE JOB NO.: 4 .34 SENIOR CENTER AND COMMUNITY CENTER RJM JOB NO.- 290-70 11200 BASE LINE ROAD SHEET TM DPAWN BY.- RDB; LIMITS OF GRADING .71, CHECKED BY. RAM, 70 APPROVE 7u DATE: 02-25-03 DATE COMMUNITY SERVICE MANAGER SHEET: APPROVED SHEET OF- C 2 DNMO:M?4G KE NO. 1W E7 NO— T 00000 "�_'ENTRAL MILE ............ Pj ............. ....... k A R K RA11- - O-AD_�A/W ` -- --------- F Rim JUBSIGN GRUOUrl" 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 -26M FAX 949493-2690 t 949493 WWW.RJMDESIGNOROUP.COM CONSULTANT: cm ENONSERM LAND SURVEYM ------------ 411 1 MCE '"'ONSULTANTS 1100 S.COAST H�W.,#318 LAGUNA BEACH,CA 92651 PH- 949-376-W7 949. 76-6417 3 SUB CONSULTANT: t 21 F Lu cl_� ZZ= TOO Lu vt w ZZ-= NO GRADING t r t, uj A —21 FOR EROSION SEE SHEET C w _15 z Z) op JL 00010 14 ZZ= GROIN '0000 'clicilSIM�llsilleism =Comm LIMI" �OF GRADING M= UJ I Z) C==7 4%uXmmmo dommulm cmm=mo canowar am== ZZ= ---------------------------- 70 NNE,, GOOI� % LM 4000 oos Gloss % _7 j —------ GOOlEl. 000" Lai 4000 7. 70 V�'_ 400 771, -SANDBAG 13 i]O,� 0 30 60 120 S @ 200' _5 ---------------------- 04001* tt 14 LIMITS OF GRADING C-1 'A FOR Crrf USE ONLY REMSIONS GINNING, DATE DESCRIPTION APPROVED INITIAL DATE 4% t TITLE: STREET WATERISEWER "lip EROS1 N GRO/DRAIN CONTROL PLAN TRAFFIC FINA CHECK T R/w AS CONST. 7/_ lAic ............ p ........... THESE PLANS WERE PREPARED BY- .............. ........ ........... FOR PRWATE USE ........... ........ ...ii�.-vmnm momiiii� GOMOMM,'GONER=, �-mono CEMOVAM GREENE wq4 .........m iiillolillim INITIAL DATE %%w CIVIL ENGINEERING ------- DRAWN oo ---------- ............... CHECKED .................. -------- NO i C-23971 -T- -_:j 1 � NAME �Lo� , - I_ __I___ - :-I_ 11 --i_-,_-__-._--.___1, " "A, 0-_ � 11-1-11-1- 1 ,rl-1-1, � I -,- ! -s --__��!� Ott I j F DATE "T till! d ...... F-4, 1 _4- A -.4-d i j uatstm NUMBER (CML -12--w-(cML&w1- 12`�W t7-- w1t;? &w)— Mpq LA _77 -7 Exp. 12-31-05 MAW) FILE c1v1%_ CAMON"'A "'R0 D E A ---IN C�TY OF RANC`0 CUC . ............. 41"�W-(W*�� -44444-- 44�- _�,r PROJECT NAME CENTRALPARK MCE JOB NO.: 48.34 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD RA JOB NO.: M-70 SHEET TITLE DRAWN BY: RDB LIMITS OF GRADING C4 .......... CHECKED BY: RAM APPR D 0 70 70 DATE- 02-25-03 dE MANAGER DATE COMMUNtr�'sw SHEET: APPROVED /I V SHEET v O��_;?__;_ ORA N NO:MN No OF#- Cm22 vz- =D�� RCE NO. b6iliAGINEER A V7 1A47 44 I . I I . . . .1 � I - I ---I—- - ------- -___1_-___- I---------- I 1____1 1-1 I ____ --.--- I----- __ 11_____1 _______ I ______1- 1-1 I,---,- ______ I----,---__ I,-,----- I I I 11 I ------.-----I "I-------- - I I,----- 11_1__1___1_1_ 11 1-11 I I I-------,- - - ___ I I I - - - - I I __1-1 ------I--,- -- I ___ I 1-1 � I -__ 1-11 __ ____ ___--i-�: 17 - � � , ; I Z1, I �1 0___1_::::2 : I ____ 11. - I I 11111111,1,1,111 i e) . � : : � � ; I __ I �_A c � I ! In I =MM . � li FTM I I � � - : �0 IT ! i I i � li � %=,ENjiRAL : ! , � � I % q4�)' I i I I , I I I 1 53 , � : (Z- =) qm= 3 i : 4. - , 4 11 � mumm 3 ill � 11111 i I � I ! I � PARKING LOT ! I I 1 1 1 i I � I ON k1k � : I : � � I SENIOR CENTER I � l � ! � i i I i i _� , TOTAL SPACES L14mmp, I ! 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CM&ALi � I - , , I, I I I I 0 1:) � - I I ( I I I I I I 111. 1 I 11 I I 5u+0v 6'1+V - -I I I r � I ." - 11, 1 0+00 � _ :1r`l__4 .1'. .,� ; _____J � --- __ ; � ,.i_ - - - - -- - - - - - - , T I I - 11 1 4__ 48+C)U 1 i I I I I I __ - _-L _____ m __ii_.__ ,J��,r t , - --i Tnvg;�.1^^ -"v- - - - - -Q"- to".-T.'i - - - '_�__ I v - - �.,_ ", V_ - _�_ - -4t-W(ml 1=-i - - - - - - - - - , - - - - - I I I I _ I I I _i A .- -42�L&�iii� -�- --i '_ -iii�'V(mill,65LOPL- - _�-__ --- - __;�-;�^ -i _'.__;�'_ -41;;W IMW6��O--� ' - - - - - __4ad�,� � 8 1- - 11 __ - -41'W�JUW_r----------4--- - -- -J--�---,z-=�-:-J-=--=4-1-W(MWDT,L--- ------' - - - - - _ - . - -41 V - lo- I '1� . �,_ -I I _�__i_�=: --I 7=---:: .tl_ t�lli --- - - -- - , ----#--- - --i -*t-W-tWWl-I--- ----�-�ii�--41"W("DH- - ___,- I------------+----- _+__ ---------�----4 ____ 1___i__________4____ ,-I --l+_�----------------j-________-__+___;,___ ____4_ ROJECT NAME I _=:�005:i��::��L . *00 �C:EWRA RK __ I I--, --11 -I I -1-11 I I - 11 -1 - I I I - I I-; �_ I 11-11''I _� .'"', 11 I ,I I I 11 - _ 11, I I -, I � �: 1. I I 11 -1 -11 � I 1 - I I I I I - I � I I I'll I I 11 11 I I , I I 9 - I , - 11 I i ! I I 11 I SENIOR CENTER AND COMMUNITY CENTER MCE JOB NO.: 48.34 : I I i I � . I RJM JOB NO.: 290-70 , � 11200 BASE LINE ROAD ____ - I : - I ' � : : ; SHEET TITLE DRAWN BY.- RDB � ! - LIMITS OF GRADING ! -1 F 10, j c4A A/ ; � -#0 -,PA/rAV a^l" I -1 -1_1-11 -11 I I � -1 - 11 - I --_1-1 I 11 I - -- 1 11-1-1 � 1-1 -11-1,111 � -1 -1 I I I I - � VY? , I I � I ' ' I I I I—— I 1111- I I 11 11 I I I 1 -1 - I 11 11 - 11 - - I I '' I'll'' I 11 - 1 I I . I � I ", I - I - 1'��,, 0 - 3 . � ''I I 11 -11 . I ' ' I i ' . - _ ---.-/ - CHECKED BY: RAM ! . I 'll, � I I I L I ,/ 7 : i I'-�',I� �11, ", � I i ,,, -, APPROVED �, Z : � � I I'If I � I -- / " /�,/ I I I I �j 1-1 r /Z , j --"�li- : I I I i I , . ; 11 c/ / ak:ji,J-�) I",�1��_" ; `Lll��7/ I ,f � �7k4-/("!�/ , ;�, DATE, 02-25-03 ... --I--- � DATE- COMMUNITY SERVICE MANAGER i - -_ - � ! I APPROVED !? SHEET- ! - , . 0 SHEET /?; ,;p OF � I I � ^ .1 � I - : I I t, ,;�L -� I- //? an - I � "I, I , i, I I �� DRAVANG OF_*_ � � _ _ , " 1. I � RCE NO. e cri EN61NEER � I -____ I I I I V I X �� I �� , -,-///" - NO. --Rat U 2 1 R (P� ilk 3 : - D wmv mmmmmu6mmmm 0, ,� , ! I I � , I . I - I I � I I� I �� 'i __6- 11 I : I ------------�17 .=1lillill�llillL�lllllllllll` I -o"i', liiiiiiiiiiiiiiiiiii� I 1IFFP ' Ol iiiiiiiiiii'lliiiiiiiiiiiii' __--i F�R� ml��( _--i"Iffi ____s+ .�x I -, 0 �' - " "' ____ - � �� __-i 1_, �_ , _'i _', �� -�FI �OIT - in�l��] ,Z� -, F -___7" 7 \ I' I! </ �11, Nii'i " _... I I � I gg 1 11111 1 1111 IN OHM= 0� �J, F, 7777-7 -F773, 77 CENTRAL MEN 6+PigLLD, 3 Radius S"note .3 Fillet(typj Barreled cutlet Reinforcing afee, centered In walls a slab . .... ......... IPA R K 0 A ft9le both way; A (in Slope anchor X also) RANCHO CUCAMONGA eta Rip rap Vrnin. SECTION B—B DETAIL A No SwIe No Scale See DETAIL 8 for reinforcing 3'thick riprap per steel of pipe on" Sid. Pion 1809 b + 1.5"clear(typ.) P.C.C. close 560-C-3250 12!overlap(typ.) RJM DESIGN GROUP 1.5 31591 CAMINO CAPOSTRANO SM JUAN CANSlRANO..CA 92675 kE-TA I L 949493-26M FAX 949493-2690 2.5 min. WWW.RJMDESIGNGROUP.COM o Scale See DETXL A NOTES Cutoff woll 1. It laterot flow exceed s 10%of the upstream flow, ongie O'sholl be determined by ths hy4roulics CONSULTANT: of the confluence, 3-4!' weep hoI43 jimiliII1111 11 2. Maximum side slope gradient equals 1.5 to 1.0. eqwily spaced laterally centered verticall-y SI Mahar 3L Terminate trartsw3a dimension of r1prop 10 fest from top qf slope. I f 10 fee nceaft'W%of chowl base width, or channal velocity exceeft 10 fps, riprop X, feet wide shall extend ocros;invert ond CIM ENONSERM 4 feet up opposite slope,, per section A-A. Luc SURVEYNG SECTION A—A 4. Increase downshv=limit of invert frip blaniat by 'L*fqtif laterviSipele horizontal entry angle Id is deflected from normal. Lz-2 sin (pipe diameter).-if W exceed� %of dwmel base w th,or NO SCALE channel velocity exceeds 10fps,riprop shall eatend across entire invert.(Min. W'z 10ft) 5. Provide 1.5"steel cover. MCE CONSULTANTS 6. Laterols of 24w or Im may be beveled Pipe,27"or larger shal I be barreled or designed structure. I Finish exposed orface of P.C.C.with wood f loot. 1100 S.COAST HWY.,*318 LAGUNA BEACH,CA 92651 PH: 949-376-W7 FAX- 949-376-Ul 7 SUB CONSULTANT: REF: OCEMA STD. PLAN 1326 SCALE: SCALE. N.T.S. 13 PIPE ENTRANCE TO EARTH CHANNEL ILT.S. 0 UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUES FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWM VEHICLES MAY BE RECLAIMED —LEGEND 3 4 AT OR BY CN 4 TOP OF PAVING TELEPHONING 1. R-10OX (1711X22", WHITE ON BLUE. MIN. 1" LETTERING) 5 FINISH GRADE LO 2. 2" DIA., GALV. SCHEDULE 40 STEEL POST 3. CONCRETE FOOTING AS DIMENSIONED. ZZ== 2—#3 REBARS LL (D vAt :5 2 cr_ CL 00 0 z -I NOTES.- #SRO :;i 0 #5 REBAR W/ 2'-0" IMBED INTO PAVING z z z 3: A. ALL INFORMATION FOR SIGN SHALL BE PART o Uj 0 2— OF PERMANENT FABRICATION OF SIGN. MEW CONTRACTOR SHALL OBTAIN TELEPHONE NUMBER PRIOR TO FABRICATION. ZZ 0 B. FOR CONDITIONS A, EACH METAL SIGN SHALL z 0:v I 5 BE INSTALLED WITH 1 — NO, 2 BONDING ELECTRODE cc TO AN 8' X 5/8- DRIVE GROUND ROD. 9 C. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL BY CITY'S AUTHORIZED 4 RIP RAP SHALL CONSIST OF ROCK 75# MIN., 350# MAX. EACH PIECE, LESS THAN 25% C> I REPRESENTATIVE PRIOR TO FABRICATION. < q0 NOTES OVER 200#. ALL RIP RAP SHALL BE PLACED TO FORM A ROUGH UNEVEN SURFACE 7(0 WITH PORTIONS EXTENDING 4" TO 6" ABOVE FLOWLINE. RIP RAP APRON SHALL BE 1. ALL STROKES TO BE 3" WIDE. :9 F :-9 F CONSTRUCTED IN A WORK—MANLIKE MANNER AND COMPLETED TO THE SATISFACTION OF 2. PROVIDE TWO COATS OF PAINT. < THE INSPECTOR. STONE SHALL MEET THE REQUIREMENTS FOR QUERRYSTONE IN SECTION 3. BLUE BACKGROUND WITH WHITE SYMBOL. 200-1.6 OF "GREEN BOOK". LOCAL ROCK FROM PROJECT MAY BE UTILIZED IF 4. LOCATE SYMBOL AT CENTER OF STALL ACCEPTABLE TO CITY ENGINEER. WHERE SHOWN ON SITE PLAN. I I EPDXY TO A.C. PAVING I I 5. ONE SYMBOL FOR EACH HANDICAP L::7--7 PARKING SPACE. Z Z <<r HANDICAP SYMBOL DETAIL WHEEL BUMPER V-0031 �ju zz SCALE: SCALE SCALE- W..19 11 SIGN CONDITION A N.T.& 5 ROCK RIP - RAP 1/2 so . ,,A— — ILT.S. HANDICAP SIGN (TYP.) PER CALTRANS SIGN NO. R99 —MIN. AREA = 70 SQ. IN. BOTTOM EDGE OF SIGN SHALL BE C) 80" ABOVE PARKING FINISH GRADE -1 zz UU HANDICAP RAMP OR 0" CF PER PLAN z ROOF DRAIN CLEAN OUT: INSTALL NDS 1221 HUB ADAPTER WHEEL BUMPER WITH 1211 GRATE (FLATWORK) OR PER DETAIL ABOVE 1290 GRATE (PLANTED AREA)._ OTHER LOCATIONS: INSTALL NDS 60 6" GRATE (FLATWORK) OR NDS 80 ATRIUM GRATE (PLANTED AREA). VARIES z FOR CITY USE ONLY f3 r C� RMSIONS CL r0o z DATE DESCRIPTION APPROVED INITIAL DATE TrTLE: STREET 6" PVC FOR ROOF DRAIN C.O. cl, C) I WA7ER/SEWER 00 EQ. EQ. DETAIL SHEET 8" PVC FOR ALL OTHER rjRO/DRAIN LOCATIONS TRAPFIC DFW 51—88 1/8 BEND FINAL CHECK Oct R/W (REVID FOR PVC TO DIP ONLY) Lk L, ASCONU. INV. t PER PLAN 9'-0" MIN. 9$-0" THESE PLANS WERE PREPARED BY: POR PRIVATE USE It- MIN\ OFESSI INITIAL DATE 5'—0, TYP. ��D A. HANDICAP SYMBOL CIVIL ENGINEERING 8 0" MIN. FOR VAN DRAWN 0 6) LAND SURVEYING PER DETAIL C.C.A.B.OVE Wo CHECKED 0 PLUG END WITH CAP 'VWXA�% 4" WIDE PAINTED NAME DATE C-23971 (IF LINE NOT CONTINUOUS) UNDISTURBED SOIL BLUE STRIPES, LICENSE NUMBER FILE Exp. 12-31-05 ELEVATION 2 COATS CIV C7Y OF RANCHO CUCAMONGA or m1f PROJECT NAME CENT— RAL-PARK SEMOR CENTER AND COMMUNFY CENTER MCE JOB NO.: 48.34 RJM JOB NO.: 290-70 11200 BASE LINE ROAD RDB SHEETTITLE DRAWN BY,- CHECKED BY: RAM APPROrD 7 DATE: 04-07-03 �2, 3 i 0 DATE COMMUNITY WRVICE MANAGER 2, SHEET: APPROVED SHEET SCALE: SCALE, SCALEW DRAWING 2 4m NO. on N.T.S. 4 STORM DRAIN CLEANOUI"I" 12 HA NDICAP PAR RKING DETAIL RCE NO. criy'ftlNEER 2"11 all r--T—A— ;,0 c�) ENTRAL %4 4-gE:) CONSTRUCTION NOTES, �;All_ on 0 % 4�p GENERAL CONSTRUCTION NOTES vm 0 CONSTRUCT 3" AC/4" AB - VERIFY WITH SOILS ENGINEER sombl, CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 LIR PAJI CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C-14 14 CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C CONSTRUCT SIGN PER TRAFFIC OR LANDSCAPE PLANS A R K CONSTRUCT 12' COMMUNITY TRAIL PER CITY STD. 1002-8 F"CHO CUCAMONGA CONSTRUCT 15' CLASS 1 BIKE TRAIL PER CITY STD. 1101 CONSTRUCT 4" CURB ONLY PER DETAIL 2, SHEET C-14 CONSTRUCT TRAIL PER LANDSCAPE PLANS CONSTRUCT HANDICAP RAMP PER APWA STDS. & ADA REQUIREMENTS @ CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN CONSTRUCT P.C.C. PAD 6" PCC W/#3 @ 12" O.C. CONSTRUCT SIDEWALK PER LANDSCAPE PLAN @ CONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PLANS 12 RJM DESIGN GROUP 42.93 FS CONSTRUCT HANDICAP SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 31591 CAMINO CAPISTRANO CONSTRUCT SIGN PER CALTRANS STD. & SHEET C-24 SAN JUAN CAPEW0.CA 92675 -2600 FAX 949493-2690 949493 @ CONSTRUCT STRIPING PER CITY STDS WWW.RJMDESIGNGROUP.COM STORM DRAIN CONSTRUCTION NOTES CONSULTANT: CONSTRUCT ATRIUM DRAIN PER DETAJL 4, SHEET C-14 -14 CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C CML mWaRm T C-14 LAND SURVEYM CONSTRUCT 4" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEE mv _j CONSTRUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 L0 CONSTRUCT 8" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 MCE CONSULTANTS CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 \10 m I 100 S.COAST HWY.*#318 LAGUNA BEACH,CA 92651 -D) STORM DRAJN, BEDDING PER DETAIL 6, SHEET C-14 r\03 CONSTRUCT 18" RCP (2000 E3 PH: 949-V6-M7 CONSTRUCT MANHOLE §4 PER CITY STD. 321 FAX: 949-376-6417 CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 LTANT, SUB CONSU 5 0 2/TC CONSTRUCT MANHOLE #2 PER CITY STD. 319 FS 49.7 @ CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-14 50.22 TC @ CONSTRUCT 42" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C-14 I WIN 49.72 FS 49.72 FS 9. REMOVE EXISTING C.S.P. DROP INLET 49.40 TG 3 47.80 FL 63jSD 46.60 FL\ 6"SD '27c, REMOVE EXISTING C.M.P. SEE STREET IMPROVEMENT PLANS F 50.2F FS 50.68 @ CONSTRUCT TRASH RACK PER CITY STD. 312 CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) 50.09 FS 50.09 FS CONSTRUCT MANHOLE J1 PER CITY STD. 318 48.43 FL FS LO 50.76 49.80 TG VIATCHLINE -,1.57* 50.51 TG -D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 48.00 FL C-5 @ CONSTRUCT 24" RCP (1500 48.51 FL __S E SHEET 00 CONSTRUCT 30" RCP (1500-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 L CONNECT TO EXISTING 60" RCP AS REQUIRED 50.52 FS 50.74 FS 0.70 FS\ 50.86 50.52 FS FS PLUG END OF LATERAL WITH PLUG SEE STREET IMPROVEMENT PLANS 5 0.49 TG/ FS� �'48.99 FL CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 oU.6b, 175' , 50 77 FS CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 47 91', 5 CONSTRUCT 6" TRENCH DRAIN (ACO OR EQUAL) can" C.o. In mmi P/A .53 TG 45 43 FL 8.53 FL CONNECT TO BUILDING ROOF DRAJN 4 (0 CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, SHEET C-24 50''11' 50.70 FS LL. U- U FS FL U- (0 r- �0 00 50.52 FS W_ 1 50.51 50.9 8 FS CONSTRUCT 48" RCP 41500-D) STORM DRAIN, BEDDING PER C) rld)r_0 P11 r__. 50.57 FS 00 lu u_') 0) '170 60.26 TG A DETAIL 6, SHEET C 6 ui C)00 son= 50.52 FS u vd- LO LO FL , . (@ CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C-24 : FG u 50' cr) 50.61 FS P/A ul UO U- -24 �17 H CONSTRUCT RIP RAP PER DETAIL 15, SHEET C LL_ 'd-lot C) CONSTRUCT 4" FLAT GRATE, BRASS (ZURN OR EQUAL) 50.20 TG LO CD 00 4" 6 c6 w u')vd- LO 48.60 FL uj co 59.59 FS 50.70 FS LEGEND -0@1 L t 48.00 50.65 FS 50.73 FS 0 ED 50.87 FS 50.81 FS� uj 50.7�1 FS FS 50.81 u.L GRADING LIMITS 50.72 FS 50.82 FS\�� SCE TRANSIT LINE 409SD 50.50 FS 4-SD EASEMENT LINE iA �/A `_5 0.8_7F S 50.87 FS\ MOW STRIP C;3 SIGN SEE TRAFFIC PLAN C) CD 50.83 FS U- LL_ L'nA_ LL_ o6 50.87 FS u")LO L0 u') C) r- P0 CN 114- C14 C14 u') 00 C� ' c;06 C) LO u') LO 50.40 TG U-) 48.W FL IN 11 4= m 50.98 FS 5 0.9 8 FS 50.9 8 FS 74 50.98 FS ^50.'98''FS ------ 50.98 FS P/A Aft 5 0. 0 k2/ 50.87 FS----,, 48.18 FL LPLI 10 0.30 TG 0 3 48.30 FL 50.40 TG 49.00 FL_-6 �ju 17 14 FS 50.83 FS 50.83 50.98 FS 50.98 FS 50.50 FS 6 0 50.83 F 48.OiO INV@/ @ m 50.71 FS 50.60 FS C)C) u')LO 50.89 FS 0 10 20 40 50.59 FS 50.65 FS 50.74 FS 50.74 FS 50.98 FS FF 51m00 1 6 50.20 TG 1)50.20 TG 4 .00 @47.70 FL PAD 50m 3--,"3 FOR CITY USE ONLY RMSIONS DATE DESCRIPTION APPROVED INITIAL DATE TffLE: IN WATER/SEWER HP 10-SCALE GROIDRAIN P/A 98 S FS TRAFFIC ETAILS JR EL40muma 0 m ==Non N 0 50.74 FDM CHRX MOW, -28 R/W MATO% E SHEET C AS CONST. J -THESE PLANS WERE PREPARED BY: FOR PRIVATEUSE ppfESSjo INMAL DATE A. CIVIL ENGINEERING DRAVM 0 LAND SURVEYING CHECKED RWE C-2397105 OA,-' DATE Exp. 12-31 UCEIIISE NUMBER -MC�lj 19LE C�TY OF RANCHO CUCAMONGA CI'V%\. V. OFF.C&LIf PROJEa NAME CENTRAL-P-ARK MCE JOB NO.: 48.34 SENIOR CENTER AND COMMUNITY CENTER RJM JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TnU DRAWN BY. RDB RAM CHECKED BY: APPR -03 DATE 0&04 i.v X� MANAGER c_:�> DATE COMMUN'rry APPROVED SHEET: SHEET Ljf'C�'I DRAVANG QF_ C =25 NO. I DATE RCE NO. CnY"e4GINEER 2-1 12 4-2.-9 37F S7 tl . � . . . I I _____ - _ __ - I I - - - - - '' -- - I � I ---- -, -,-- - __1 I - -, I , �__ - -7---- -, F� -,,---- ' - , , � - ----- � i � . � j ; i i I - 1�f -,--,----- --------- , -, - - -- ------- - I � � "I i I f i ! 1, I ,� i i � I i , ,11 i i � I I I A*._ I I - t I � I I �_, I I - I I I - _�__� t 1��, k� � �� I - , 1, ,-I � ,I, -I -IL-1 "11 I I I - , , 6 , 1 1 " � I I �, " � I I � I I I�i 111111111111111111 __________ -___________ i I I I''III im,'"11111111111111111 11 III,11 I I I I I I III�'1111 11,111111111111111111'lliol I %0 � "* � %a 'r2lENTRAL I "TION NOTES �� I %9 0o%No%TR"' . -q I qo x1c!b EMILIO I TION NOTES � I W � 0 CONSTRUCT 3" AC/4" AB - VERIFY WITH SOILS ENGINEER mombik I q%b3 TIZ* qo=v 1'n� CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 ,-.6j 1 1 /,-% LINEPAJ (�) CONSTRUCT 6- CURB & CUTTER PER DETAIL 1, SHEET C-14 (�) CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 m F-A 0 ' /,/ j ,,% J1.11 _ �_ __ (Rl� CONSTRUCT LIMITED ACCESS CURB PER CITY STD. 105-C \1k lrl� , �,/, � � 11 J.e___l I I i ,� 'IV // / I , / * I I � I/ I/ �, � , � _/ � "I 1, fl, ""N � /I / / I � � I / / ,� � ,�/ IPA R K I � / /I �� / I llt�', 1._,%� I / �� / "I � . �' i � -I- (Z) CONSTRUCT 12' COMMUNITY TRAJL PER CITY STD. 1002-8 . i I �� " / 1 11 'I- � �, � RMCHO CUCAMONGA / � I I - / I 4 , �.,_, 1�_ I I , _ .1-1 : / .��, � 1_�_' ,-1_11 (�) CONSTRUCT 15' CLASS 1 BIKE TRAIL PER CITY STD. 1 101 "I � � � I I �) ,� I f �, z I - �_,� 11 I I I illi�illilli'lli'l // y '1_11 ; ! \11 / �,�, -__ ONLY PER DETAIL 2, SHEET C-14 I ,1 ��11 :: " ,, �,, .----,--./I �, . i -----,-,- ,_ __', I ;��___-_ ,�-------�11--------,,.-------��-�,---- I 1 - , I - - ---------.-----��"----------,--�----�-- I .1 - - - - - - - - - - - - , --,T-; _____- ____,_____-,- ____________,_ - � --------I—' I ____,_1L_____,__ I � _"_ 1�_ - - - - ----,-- -11 - - - - - - il �,I � _'11�,_ "_��_,, (@ CONSTRUCT TRAIL 1`1� I I,,_1- 11�. . 1 -7 - - 1� 7- - - - - -I 1_' ' I ,� � : , � , , i 11 I I I z I , __ � ,1 ;1, i � -, � - Z 11 , , ; i I � � ___;1�________ ---------------,-- ------______ ,� I �� _ � I I �, ,�� - , _,_,_______________ ----,---,-",--------,-----�----------�,--- _______ I--------.---------,---- ____-��, ____1____-______. __1__-_____,____,_ i I - `� - 3 � � I ,I �,�,, ", � i "I � / i . ill- I / I ! 1� I - � -,---,. ] '1� : " - ,/ i � , --------- I , - ..711, __ -"----I ,� ' 'I I --- --,-,-- _________,__ , (D CONSTRUCT DISABLED RAMP PER APWA STDS. & ADA REQUIREMENTS "I I I 1-1, � . I- - -------- - _ 4---_ -_ - ; 1 ,-,I " I ! 11 /11 i ; I ,-1, � : 4 i � �q i .1111-11 l� I / I ; � ------------7- � � i I � I I ___ - � I . I � " i @ CONSTRUCT SPECIA 11 I i " " S� �'_ ,, �', � �, I , I I I i , " : " ; I ; I � I - : I i ; / i � : I I �, � 11 ,I I i , I " i I � I ; / i I ,, 11 I / I '. ", ! I � - i : / i I -.,-, 1� / , ". , / � �_ @ CONSTRUCT P.C.C. PAD 6" PCC W/#3 0 12" O.C. . /' : _11 ',_ -1 i I I � / i 4 ,/ I "I'll - I'll, � - I : I I �, I ." - - I � - I ,-11 I / - 7-, I : - c " ,1�' � -I - ,- - - - _-4- - _� - - - __ - - - - - - - - __.�__ �� - - - - I I I I �, � � 7 - .:��_ - - - , I ! I ! . - - I � ", (9 CONSTRUCT SIDEWAL " i � 11 , !, I I 11 � �'. - - - , � - - I , '' t i -,-". __ %.� I, /7 i 11 " I I Jul I -, 11 � , i ; I il 11 ! i I , __ - , - - __- - - - - - - - - - - - - - - , - �, _� , I - I , ; -- - - - - - - - , - � ". " I /I i - �_ f-, - -4- _L - -.- - __-`- - - � � I " I g" I 11�1 I I,- @ CONSTRUCT MOWCU HITECT'S PLANS ll , I �__,' i i i RJM DESIGN GROUP ;,,�, I- i -1 1 "I , I 'I" I � , � --t- - I �� i I--,. I " � I I -1-11 1"", I ,� � ., �� " i I I-,, I I � I I � , / I I i I I - I � Q)6 CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 1, � i I i � 11 I - I , : I -1 � , � , 1� I i 1� �_ � 31591 CAMINO CAPISTRANO " 1, : ,_ i / i I I : . 11 � � ! � I I ! i 11� I 1� � � I � , � 1 i /1' I I ER CALTRANS STD. & SHEET C-24 SAN JUAN CAPISTRANO,CA 92675 il I ��'s, - ! i _-, I � I I 11 � I I , ! -1 i I � ! - I I : � 1� i ! , , , I I f I "I" : " .26M FAX 949493-2690 i , I - ; I � � , 949493 , �, ! I "I i -1 I .,- � 111, 11-%, -111 -1. ! , -_ . I �, ! � � i i, i i I 11 I , ! I " I I � �,� m ,1/1 I - '11� � / I -1 V8 CONSTRUCT STRIPING PER CITY STD'S WWW.RJMDESIGNGROUP.COM , i : i I � i � . I I � 11, I . __,_ I -_�__' i " �, �,' I . i , � ! 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I I--'. i 14 ,�- - - 1 -1- � i --All/ ,�., 49.32 FS ! 1-__ "I I-1. - I I _____,_,_____1_______i - _1� -,----_-i--------,,-.------�--------------/,--,�,�-- -----,--- -_ -___--_____.1__1____________1 I i ` I 1-1, ,� 1,, 1� 11 -__________----,-.--- - I - 0-- �, �---�",�---�--------�",--------------I - _1_____�__;,1_ _ \---F -_ 1\ I I " � �, - - 11 I I . 1_1 I --_-'77----7_-T--"---------- ------/- -�....'... - RAIN PER DETAIL 4, SHEET C-14 I - I I � 1� i I � I �, _-1, i I - 11,� I I 1, \ , 11 � � I 11 I �.Ie � � , �,� 11 \ \ 11, ; 1 I'll I .00_____ _-_ I .,_N� " i ,_ - � __ as I .1 I i I �, \ I � \,�� ', ! \ % ! ___11 M IN PER DETAIL 7, SHEET C-14 ! I � i \ I , \ � i � _11 i I I � - . \ I I I \ I I - '\ I 11 � 111,�.. ! / f N, �", I "', I\ \1� _\ I \- i I /I, �I CIM MWEPM 1� i I 11 11 " I I I -, (\ , �, ..I ; � � -1 _� -, I ,� 11 I I I I / �, k �,_[ I , , I 11, ; /0"EMEM"EM"EMEME' @ CONSTRUCT 4" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 I .. I I � i I � !. . .... 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" "''. @ CONSTRUCT MANHOLE #4 PER CITY STD. 321 FAX- 949-37"I 7 / i I'll- /I ___ \ i I� ��, "] � I � 1 -1 . / I I - 1- __L - I -,, - � �� I - - -_ 9 ` ' � I/ 11" 50.20 TC -11 , \�l" I / I I I \ , 1�/ I.-i- 11 - 1, ", I )\ \ - � I ---��,--,/--� \ �" , � 11 � 1\ ,q" i � " / --- - . - ------ - I - . i ____-_ -_- I I �I I IN mvm� i I I- �e I �, ! 4 1_,.� i i - - - - 7- -- - 77 - - I � .. (�) CONSTRUCT 60" RCP (1350D), BEDDING PER DETAIL 6, SHEET C-14 i i i ", I I I "I � / I ! " � I I / __ 1, - � ___T- ------------------F_ - 1 1 i � � , I' � i I 11- I I/ I i " / I I r, ? - �] / � -,-, i � SUB CONSULTANT: - - -1 � � I ! I __1 -,--",, , " / � I I � ,,i 11 -11 I I I "I � i i 11-1- I__ -11 7 __�, I I I C'41 , � �; 0 1 . � , � I I - ,� -W_ � ,, . , I i I—so-- ---------- I ,1 __-.q*__�- i j � - , ,,,- � I �i ___sm_ " I I I I : �r___ �� 91 I i 0 1 #2 PER CITY STD. 319 1 � � I I i , a" -1 ! I ! I I � I I � !!! 11�1 77"\ , I f I I - i I an . 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F- i 4 ,76,TL� i T ' , I I � I 1P ��', I" --- _____ - - __ - � : I _L1 I/ I � e,�'..\ I ;%- I ----I:]--.- --,- _-, __ _ __1 ____� ---. 1-1 -=--- - Y __-, I ��, _______o___ '. ___ --,-- _-, __ � , , --,D-- __ _- --,/---- - r - --- - --- "", .1 '' I � � , i -6 i , ; I _____, 1 11 . _______ I %, I ^ I I I ,1- . I , ", I - C I � i 00 I 1�1 i ��_7 � , i I (Z) R) i i I I I � I " , I I I , I 1� � I l.) I ___ '/ I' ' T, I A : � � I __ I �, I I � .� I I 11 I , � : 11 f I I I THESE PLANS WERE PREPARED BY- FOR PRIVATE USE ,, t""I , � % 1� � / � ! , : , 0 1 1 . / � . I � m I � �- , : . 11 I - / , , , i � � �_ - "',� ;/ ; � - - ,/! I . I I I . I I � - ?V, - I ,/' , ,"I I / -1 --- � --- ---- - ; 0 INITIAL DATE ,,N, , " I _g // - - __ n ,__ � ,-__ I— - � ': 1� - , , � ; / I , i ; ! I � a t - I ! " 911 CIVI " ,"I � :1 -1 I I - i i i � I I � L ENGINEERING DRAWN N_ " I : � . ", � " "' -, I i I I ---_____________ � , I ; I i � I � - : i I I : -7`� 7 7 f -, I 11 1, I � ,�,, i I I 7 AND SURVEYING '. t- L : : : : : 1� - i ! : �, I i � I i , I'll, 7 - __ � 11 i � ; � � 'll. (k_ � � -.1, i I - � I : � I - 1� ��6_! I -1- -l", I � I I ! , � -i- I � i � I I I *% I CHECKED - i - 11-11-1-"" I : I ----,-i I I Q� ,I I-- I ! _ : i � , � I � 3 ! � I ! I I ., " I " : - �_--.1. i - .-,I 4" �� , � I ,", I� I __ p _ �7" I ___ ,_� 'A ) , Q� C-2397 --, ,_ - I I �_-1-1- __1____ I I -_D___ - - ,-, _1 __[�___I ________�____ T--]---j ___ _] �_, 1r__1____ - ' 1 1 1 1 -1 � I - i ' 'I _'.1 � �� - - 1 : I ; " . I _d__ ___ I - c;'4- �' - � � ,, __�_____-__ I I - � _�___ , [--- ' ---[�__ NAME ji��ATE �-)I A I 1%, - I 11 : ,�, ; I i I / i I I : I : " 1-1 , i : I I I I I �, � , I i 3 1 , � � I i � ,, " 0 J I i i , � I __ ______ ij _ Exp. 12-31-05 � ; I , � : I / � i �- -, ! I i f " i I ; I : - UCENSE NUMBER --? j ! ,e� i i -1-11- I t� FILE � I � i - I � � . , � : I i I - � I _-Im ; I I , 1-11� -11, - I -, � _;0:i�- I I �� 1�/ /___ : : I ' 'I __\ � ; �, I I I _mm - / ; � I i I I -__ , I �� ___ I : \ I , - �' __ ___L__L_ - _--f-__ - I -iiiidim- - IV_ L L I I 1. " 1 1, I i : I I I ; '' I I I : � ; i 1._ 1-- , 0 11 I i �/ I \� 11 �,-, . � I I I ,� I __ I / _l-," -L __ _r______� ---- I I____- - __:::::::T:::t: cjvj%_ I I/ I:= - _____ [I- I I CFY OF RANCHO CUCAMONGA OF C&Av%o- " � 11 - - or -a -7-7 -----F �" I i -14- / ,,,---" / " 1�1 6i maws _09111_4_�� __ I I _;�_F,5_11 i ! I I I -::�! f NNI i � - // --,I- _____ PROJECT NAME CENTRALPARK - - - I SENIOR CENTER AIN0 COMMUMTY CENTER MCE JOB NO.: 48.34 1 11200 BASE LINE ROAD RJM JOB NO.: 1 290-70 SHEET TITU! DRAWN BY: RD8 10-- 144140 blefM4,q I I I CHECKED BY: RAM I A , , I , I , DATE: 06-04-03 .1 , /�, �� 0 3 // . 1, DATE C SSMCE MANAGER 11 11'11�1111 APPROVED /07 �/,I z&11,_e_" SHEET: '-I-�� 41, SHEET �6 - 00 le � � jT(r, , ( D&W NG L*,�!v �A' )�114,a-�=,'Y��//u'it- OF. C = 26 I III! I I I ill __ - - I Ill I III 1111, -__ I I I ____- 6ATd I . '11111111 I - 2-�,1 somommum I � I I NOR= , 11 I I I I , I "I I I I I I ,- I - I I � / "�_ I r-_1%�, I -Z ,I i - i c__ )--,-"- ___L_, z____ ;__ ,)_,LL� Iroov" 1 ////-4 f::__::�_ Z�_ �� D qooft� I "o\ y � fA' / �� -, / I . I � . I . I I I 'NJ Aft ff % _L, ,TRAL C4 T R'%#'(;aT 10"N N 0 T E S. 0 11100110111hi GENERAL CONSTRUCTION N OTES CONSTRUCT 3" AC/4" AB - VERIFY WITH SOILS ENGINEER CONSTRUCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 LIM CONSTRUCT 6" CURB & GUTTER PER DETAIL 1, SHEET C-14 CONSTRUCT 3' V-DITCH PER DETAIL 3, SHEET C-14 CONSTRUCT LIMITED ACCESS CURB PER CITY STD, 105-C _w_4hL _w3v N CONSTRUCT SIGN PER TRAFFIC OR LANDSCAPE PLANS IL A A- 1%.s. to N CONSTRUCT 12' COMMUNITY TRAIL PER CITY STD. 1002 RANCHO CUCAMONGA CONSTRUCT 15' CLASS 1 E31KE TRAIL PER CITY STD. 1101 r-i CURB ONLY PER DETAIL 2, SHEET C-14 @ CONSTRUCT 4 m m Elomm- LA 0.64 C.O. --.(@ _ (@ CONSTRUCT TRAIL PER LANDSCAPE PLANS "�50.71 TG /60.16 FS FS 4 .36 A. 50. FS 00 45.7 I.L 50.98 50. 7 FS 0.74 FS 5 .8 _/Sd:7� CONSTRUCT DISABLED RAMP PER APWA STDS, & ADA REQUIREMENTS N Zz ).7 5 0.6',0 G L@ 0 CONSTRUCT SPECIAL PAVEMENT PER LANDSCAPE PLAN 50.E 1 FS\ 50.7 TG; 48.6;tF //50.50 FS 0 48.7 W5� - c N 5 .01 CONSTRUCT P.C.C. PAD 6" PCC W/#3 0 12" o.c. 50.8" FS (9 CONSTRUCT SIDEWALK PER LANDSCAPE PLAN ONE 50. F �6 50.E 2 FSj 50.82 P 5067 %§ -r^ 4 1,L 50.77 FS -9; 3 TG -ANS RJM DESIGN GROUP '48.67 L (o 5 D.88 5).82 CONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PL 0% CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 & SHEET C-24 31591 CAMINO CAPISTRANO �x 1\ M.5 FS /a I SAN JUAN CAPISTRANO,CA 92675 I RUCT SIGN PER CALTRANS STD. & SHEET C-24 CA 50.8V FS 50.7� FS CONST 949-493-2600 FAX 949-493-2690 Im N WWW.RJMDESIGNGROUP-COM t___A - - @ CONSTRUCT STRIPING PER CITY STD'S .7 OE 50.2 6 FS CONSULT 00 STORM DRAIN CONSTRUCTION NOTES > 50,98 FS 50.98 FS 50.98 FS ------ CONSTRUCT ATRIUM DRAIN PER DETAIL 4, SHEET C-14 -60-.3 6 FS CONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 vv FF 5 Nook A ENV& Y 50.9 0.88 CWL Mmalme :: co "Ill _7� Lw sultvEym PAU 5 0 3%3 U-)144- �T2L v _l/ - I CONSTRUCT 4" PVC SDR-35 STORM DRAJN, BEDDING PER DETAIL 6, SHEET C-14 Vx ME c r- CONSTRUCT 6" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 000 0.5 F 4$0 U-) 1�x '55 6--- "1 (g CONSTRUCT 8" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 MCE CONSULTANTS z 50.98 FS CONSTRUCT 12" PVC SDR-35 STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 r 1100 S,COAST HWY.,#318 k > LAGUNA BEACH,CA 92651 -14 A (g CONSTRUCT 18" RCP (2000-D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C PH: 949-376-6407 50.98 FS FAX: 949-376-6417 5073 0 �la CONSTRUCT MANHOLE #4 PER CITY STD. 321 -14 CONSTRUCT 60" RCP (1 350D), BEDDING PER DETAIL 6, SHEET C SUB CONSULTANT: _j U- 4" U- RUCT MANHOLE #2 PER CITY STD. 319 U-)U-) 50.25 TG Q)9 CONST 00 48.25 FL 6 00 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 '50.51 Lo 14- 9 -14 u- CONSTRUCT 36" RCP (1500-D), BEDDING PER DETAIL 6, SHEET C C-4 50.98 FS 50.9 8 FS 14: 4 CONSTRUCT 42" RCP (1 500-D), BEDDING PER DETAIL 6, SHEET C-14 C�l loll� S -P 50.85 FS REMOVE EXISTING C.S P. DROP INLET _j SEE STREET IMPROVEMENT PLANS P. REMOVE EXISTING CA 50.25 TG 50.98 FS 48.25 FL CONSTRUCT TRASH RACK PER CITY STD. 312 50.9 8 FS loth FS CONSTRUCT CATCH BASIN TYPE I PER CITY STD. 300 (W PER PLAN) 50.98 ) 48.00 IN F F 51 50.87- F CONSTRUCT MANHOLE #1 PER CITY STD. 318 rw& A oft 011& 50.5 -D) STORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 50.87J�S @ CONSTRUCT 24" RCP (1500 1 50.50 FS 41 ............. 4"A FAU 5vnJ;J 0 INV 4 00 �A 0) .66 TG U9 CONSTRUCT 30" RCP (1500-D) STORM DRAJN, BEDDING PER DETAIL 6, SHEET C-14 INV Ln 7 48.66 FL S 0. CONNECT TO EXISTING 60" RCP AS REQUIRED ,/_5_0_.8*7___FS M 50.87 FS 50.98 50.87 FS PLUG END OF LATERAL WITH PLUG SEE STREET IMPROVEMENT PLANS 50.68 FS FS T CONSTRUCT JUNCTION STRUCTURE #2 PER CITY STD. 331 Vol CONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 LLJ 50.9 8 FS 0 �.�* I 50.18 TG 50.81 FS C-4 j CONSTRUCT 6" TRENCH DRAIN (ACO OR EQUAL) i.8 F CONNECT TO BUILDING ROOF DRAIN 50.82 FS J.- -24 50.96j S 7 uj N.- ",, - CONSTRUCT PIPE TO EARTH CHANNEL OUTLET PER DETAIL 13, SHEET C -4- -D) STORM DRAIN, BEDDING PER CONSTRUCT 48" RCP (1500 r\ 50 -14 25 TG DETAIL 6, 67 SHEET C 48.25 FL -24 4" HP CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 14, SHEET C Z 2 jG 50.44 FS 1 5, SHEET V9 CONSTRUCT RIP RAP PER DETAJL 1 FL@ uml 30 mi C-24 rL X 47.9 4 Lm 50.1 50.25 TG rr) r- 1 8 TG rr) ,r 150.98 FS E2 ll"� U 3: MODEL #ZN415-5B-4NH OR EQUAL) C CONSTRUCT 4" FLAT GRATE, NICKEL BRONZE (ZURN Cj-'4 8.5 0 F L C) 00 .8.15 FL 50.98 FS -FS <�_ . I �_130_m. J-7 M -FS� 50.50 FS co 50..98 FS 50.36 TG 50 36 TG 50.98 FS L I U-) 50 87 F m '.'98" FS 50.98 FS .00000 8.36 FL 48.36 FL 50.98 F p u N L) Iqllmpl �k 'E'Llm" LE' uj -0 LLJLJ q Ll 4z GRADING LIMITS mwow 4" 50.87 FS IlL I :;k:, 0 ?" uj -I-, <r_� u) 50.7 1S 50.76 FS SCE TRANSIT LINE Ar 'a 77 FS EASEMENT LINE 77. 1%j FS 0 50.88 TC ff It 50.81 50.88 TC i H MOW STRIP M I A400% hfp I 1 50.55 FS ff I 50.k8 TG L -50-.55-fS- ; rj..,& V_ 3r-1 0.73 jG 40.00 30 < SIGN SEE TRAFFIC PLAN FI 30 b 7.17 I.Q 0, .82 FS 2 4 48.00 INV Lj 50.43 FS N\ - 50. 3 TG //5-0-.36 T 50.49 FS A cli 48.,3 L 30 7 :1 6;p leor /50-.77-FS 1::�� 1 00 LA_ V U:):z 50.64 TG 50.64 00�o 48.64 FI �8. FL r-00 UJ 0 - I 46.6 FL ul) 49.95 FS #9.30 FS 50.68 FS 50(.68 FS 49.9 5 FS U. 12 /5-0.50 'FS LVOL GB %k em% jger FS 49.72 FS )-7 T� I-, �-D t I /50.77 49.72 FS :-N- Lu a -a- MEN& M _____A9_722 2 N C14 m `ET PA L�H 1.1 No E w-A Ht: N\ I C-4 -J ell 49.62 Lo 5,0,V TIC 50.07 TIC 7 FS 49.57 FS co V) 4- 49.87 TIC 49.37 FS L /7 50.02 TC/ A T_ A *52 F-S�- 4182 TIC 0 5 10 20 i 'oo-jill, I < 49.32 FS t i I I_ i 49.32 FS ' tD 11 j L�1 7 1 -_11, 12 7 12 12 FL 6 12 /A2.16 42.4 FL 12.75 T C -4- 1.79 FL 12 @ 0.5% FOR CITY USE ONLY REVISIONS DATE DESCRIPTION APPROVED INITIAL D ATE __7z TITLE: �Z 3/26/04 #14 STREET WATER/SEWER GRO/DRAIN 10-SCALE TRAFFIC DETAILS FINAL CHECK R/W AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE F SSio E INITIAL DATE D A. CIVIL ENGINEERING DRAWN 47 LAND SURVEYING CHECKED 3971 AME DATE Ex 1 - LICENSE NUMBER FILE elft vj\_ CITY OF RANCHO CUCAMONGA PROJECT NAME CENTRALPARK MCE JOB NO.: 48.34 SENIOR CENTER AND COMMUNITY CENTER RJM JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: RDB; CHECKED BY: RAM APPROVED DATE: 06-04-03 DATE COMMUNITY SERVICE MANAGER 1111 1 1 APPROVED SHEET SHEET- DRAWING OF C =27 NO, DATE RCE NO. CITY ENGINEER L op JF i%7,00 IM HLI ' E E t4o. 50- 7 QFSi Q0=0 cz; CONSTRUCTION NOTES C== GENERAL CONSTRUCTION NOTES 29 'T CONSTRUCT 3" AC/4" 4B - VERIFY WITH SOILS EN(dNEER 1,2 ("ONSTR(JCT 6" CURB ONLY PER DETAIL 2, SHEET C-14 ILI 0 0 P.4j, (DS (-,ONSTR(.)CT 6" CURB (�'c GUTTER PER DETAIL 1, SHE C-14 V C 4 N m (-.ONSTR�)CT 3' -DITCH PER DETAIL SHED -1 (D,5 (-.ONSTRkjCT LIMITED ACCESS CURB PER c iTY sTD. 105-C Fx-��),_ K ,D6 (-.ONSTR�)CT SIGN PER TRAFFIC OR LANDSCAPE PLANS CONSTROCT 12' COMMUNITY TRAIL PER CITY STD. '1002-13 RANCHO CUCAMONGA, (,D8 (IONSTRIjCT 15' (.-,LASS 1 BIKE TRAIL PER Cl"Y STD. 1101 (D CONSTRUCT 4" CURB ONLY PER DETAIL 2, SHEET C-14 (.ONSTRUCT TRAIL PER LANDSCAPE PLANS STDS- & ADA REQUIREMENTS ET CONSTRL;CT DISABLED RAMP PER APWA 'D T 2. (-ONSTR�)CT SPECIAL PAVEMENT PER LANDSCAPE PLAN U) (]ONSTRUCT P.C.C. PAD 6" P&'., W'/#' @ 12" O.C. D4 (-ONSTRUCT SIDEWALK PER LX4DSCAPE_ PLAN SEE SliEET C -25 MATCHLINE m m famummomm E m '11131111111011111 rm -75) (,.-ONSTRUCT MOWCURB PER LANDSCAPE ARCHITECT'S PLANS REM ammummm m1mmsm RJM DESIGN GROUP m Ell A-amma Lu T\�YH CONSTRUCT DISABLED SYMBOL PER CALTRANS STD. FIG. 6-37 SHEET C-24 31591 CAMIN0 CAPISTPANO CONSTRUCT SIGIN PER CALTRANS STD. & SHE ET C-2,41 SAN JU41 CAPIS1RAN01 CA 92675 50,74 FS 50J FS -2690 949-493-2600 FAX 949493 4 `NG,R0UP.00M WWW.PJMDE5P:7 '�D8 CONSTRI.JCT STRIPING PER CITY STD'S "o w CONSULTANT: 1'. TORM DRAIN CONSTRUCTION NOTES Lu -_ET C-114- (',ONSTRt)'CT ATRIUM DRAIN PER DETAIL, 4, SH CD 49.50 TG 50.20 G 5') 20 TC1 1,.'.ONSTRUCT CATCH BASIN PER DETAIL 7, SHEET C-14 CIVIL ENGINE /465 45.70 FL (L'Y4.�, 40 F LAND SURVEYING 1% -,R-,-35 STORM DRAIN, BEDDINC PER [ETAIL SHEEr C-14 (3:� CONSTRUCT 4" PVC SC, 3" @ 2% : , '0 _AIL 6, SHEE1_ C-14 ..al Lu /5 0.9 8 FS Q 3) CONSTR�,JCT 6" IM/C SC�R35 STORM DRAIN, 13EDDIN6' PER UE] 4 ( ONSTRLJCT 8" PVC SCR-35 STORM DRAIN, 13.E D D I N C, PER CETAIL 6, SHEE1- C-14 �)D Z MCE CONSULTANTS -74 FS O'j'.4 FS -ONSTR(jCT 12' PVC SDR-35 STORM DRAIN, BEDDING, PER DETAIL 63 ET C-14 SHE FF 51.00 1100 S,,COAST HWY.,*3'18 LAGU14A BEACH,CA 92651 (D6 ('ONSTIRLICT 18' RCP (2000-L) STOR'�A DRAIN, BEDDING PER DETAIL 6, SHEET C--14 P A D 5 0 3 PH: 949-376-6407 50.8, FAX: 949-376-5417 9 FS (35 (',ONSTR�ICT MANHOLE #4 PER CITY STD. 321 OD8 ('.ONSTR'1JCT 60" RCP (1,3501)), BEDDING PER DETAIL 6, SHE Ts\ El C ------ SUB CONSULTANT: 10,11, ONSTRUCT MANHOLE #2 PER CITY STD. 319 7141 _'AL DEPRESSION PER CITY STE), 307 QD0 CONSTRUCT LOC C) V-(�5� 48.00 IN !D8 -C:), BEDDING PER DETAIL 6, SHEET C 1 0 (D1 ( ONSTIRL)UT 36" RCP (1500 a:) 0.98 FS (g C'ONSTRtjCT 42" RCP (1500-C), BEDDING PER DETAIL 6, SHEET C-114 5 C� LO 3 REMOVE EXISTING C.S.P. DROP INLE7 (�D4 REMOVE EXISTING C.M.P. - SEE STREET IMPROVEMENT PLANS _D� 312 (4D5 CONSTRI')C"T TRASH RACK PER CITY S1 Emi in IIg!!!!m!ffim, !!I !1, 3 (Do CONSTR�JCCT CATCH BASIIN TYPE I PER CITY STD. 30(') (W PER PLAN) _0_.5-0 F S U- Y0_77_�' FS I I Qq C'ONSTR�jCT MANHOLE #1 PER CITY STD. 318 //5-0.8-7 FS i CN i Ill: C� (D8 CONSTIRLICT 24" RCP (1500-L) STORV DRAIN, BEDDING PER DETAIL 6, SHEET C-14 i CD m L0-4- (D9 I"ONSTRtlICT 30' RCP (1500-0 7ORM DRAIN, BEDDING PER DETAIL 6, SHEET C-14 u 50.71 (@0 CONNECT TO EXISTING 60" RCPAS REQUIRED 50.98 FS\ (�D)l PLUG END OF LATERAL WITH PLUG - SEE STREET IMPROVEIAENT PLANS 50.��_TS_ 60.9 8 (�ONSTRUCT JUNCTION ':')'IRUCT[JRE #2 PER CITY STD. 331 ET 9-8 7 s 50. J0 FS (Dt3 t' ONSTRt'CT JUNCTION 'STRUCTII,JRE #4 PER CITY STD. 333 __j D)4 C.ONSTROCT 6" TRENCH DRAIN (ACO ()R EQUAL) 50.9 F" S '//66�98 FS 00 TG (5D5 (,-,ONNEC-F TO BUILDING ROOF DRAIN 1Ln __89_ 48.66) uj 50. 50.87 '@6 CONSTR�jCT PIPE TO 5-kRTH CHANNEL OUTLET PER DETAIL 13, SHEE7_ C-24 /.5-(j.8_9F S ........ _kJCT 48' RCP (1 500-C-) STORM DRAIN, BEDDING PER -ONSTR' zz= +I DETAIL 6, SHEET C- 4 LjLj 50.83 L $D8 CONSTRUCT STORM DRAIN CLEANJOUT PER DETAIL 14, SHEET C-24 17 w !-�5(183 FS GB $D9 CONSTRUCT RIP RAP PER DETAIL 15, SHEET C-24 T 4 50.87 FS 50.3 FS cl) (6@ ('ONSTRIJCT 4" FLAT GRATE, BRASS (LURN OR EQUA FS /an of To� -:5 T 48.00 IN� CD /�570 _77 FS 50.85 CD �P Lu I LLI ZL u 4=30 P/A LEGEND z GRADING LIMITS _j T SIT U- 1% SCE TIRAN LINE r : ENT ILINE 04 EASEM -G LC)1"cj- LO @) go��0.39 MOW STRIP -50,.73 t-17) 3 7-L 0,0) SIGN - SEE TRAFFIC PLAN 50.65 FS (48. TO P:�\ 4 -F(/ 65T F.--,' 4— it 1111 m HP --7)8 FS 50.�5*7 FS\ _4......... u') 0 46 TG -7 (E0% cl� 48.46 FL c:7 b- zz_�= 50.92, FS <<k 00 49.80 T y 1 1, _77 �1 9.8 0 TG 00 111/47.80 FL@ 47.00 FL\ ��Q.7/4-TG '�3 A 0 n I v A-7 1%T A _r %-Y 2 Iwo 2cy 1+ It/.Z7 I FL\\,% 1+ 4 7.1 FL n _:�l TG TL Lu '�i_& L 4-- 48,41 FI_ RD, z u-0 (OD 50.59 TG c=Z7 Lj_C,,4 00 \6 z A 17 U14 L @) 2 71 TG % w 48�71 FL 50.22 TIC 0 50,22 TC -CL J� 51.2 7 TC', /4�1_,72 FS I Z) CO/ 0 7 a 41121mmom a 0 ami 50 7 FS", m f1m\41406 Em ZI ammmm m m 4mmmmma m m no mm 0 m 4mmmm 0 r 40=111=0 u 110 4=11mmm a a mm mm u m MIMMED Z4= 7 HLINE SEE SHEET :C-3 M. A.- 00 _.dd t 40 X X 49.87 TC /> t 49.37 FS FOR CITY USE ONLY 4- DESCRIPTION APPRO*VED INITIAL DATE m 49.82 TIC Z' DATE TITLE: 49-82 TC/ -9,-3 2 FS, 49.32 FS 1/4103 ADDENDUM #7 MEET WATER/SEWER CPO/DMIN 10-SCALE �5:8) Al�45 I N MAFFIC DETAILS TI 2 INV` 12 -44- FP4AL CHECK Rilm AS CONST. THESE PijkNS WEPE PREPA RED BY.., FOR PRIVATIE USE QFESS/0 INMAL DATE D A. CIVIL. ENGINEERING DRAWN 0 LAND SURVEYING Cl1ECKED C3 C-23971 NAME Exp. 12-31-05 UCENSE NUMBER FILE, ...................... A IN F RAIIN uc mc_ 0pp,C&lf _PRt:_)JECT N_WE ___7C_ENTP,,AAL MCE JOB NO.: 48.34 SEIN1110JR �kC�IENTEFFP M,4[D) CCN,'�`AMLJII�MTY "..,'.Bq'1rER RJM JOB NO.: 290-70 11200 BASE LINE ROAD SH EET TITLE DRAWN BY: RDB CHECKED BY: RAM APPROVED 06-04-03 40P DATE- v DATE coj\Wu NiTy SERVICE MAWGER SHEET: APPROVED 0,0SHEET OF _1 - DRAWNG OF Cm28 -it f/'I Qmlruf NO. -7-�DATE RCE N C FT)(E N G-It 4 k R Iwo L 4-- 4-5-:_7 mw 71 7ml . . . . I . . � I � - I I , 1 7� 1 - - I . I � � I I i I �,f I� I I I � - - . I � . I I I I I � ---______ I ova � %307 . LANDS`KC`,'4APE IMPROVEMENTS ammmoft Q I U N A 6' m D bto'4' C A CENTRAL I "%imp RA Pm"6' I k m G &04' LA N APE PLANS BASE BID L5.1 SHRUB PLANTING PLAN - FOR TS-I TITLE SHEET L5.2 SHRUB PLANTING PLAN No bl, 4 I . , I L5.3 SHRUB PLANTING PLAN 14 0 0 P..Al %NMW I a m m'b' A '' m Ao" mm 0 '6� ' m C A M 0 N u'o� A CA0p'14EhN' wTRAL PARK L5.4 SHRUB PLANTING PLAN L 00 I� FP_I FIRE ACCESS PLAN L5.5 SHRUB PLANTING PLAN LOTS I - I I . TRACT 12809, MeBs 175/1 -3 FP-2 FIRE PLAN DETAILS L5.6 SHRUB PLANTING PLAN LIJ CONSTRUCTION PLAN >- L5.7 SHRUB PLANTING PLAN P A R K L� N.W.C. BASE LINE ROAD AND MILLIKEN AVENUE _j L5.8 SHRUB PLANTING PLAN I I LI.2 CONSTRUCTION PLAN z RANCHO CUCAMONGA LI.3 CONSTRUCTION PLAN 0 L5.9 SHRUB PLANTING PLAN I NO_.*-.--a CITY OF RANCHO CUCAMONGA LI.4 CONSTRUCTION PLAN w L5.10 SHRUB PLANTING PLAN ________________ I I � I - I - " LI.5 CONSTRUCTION PLAN () L5.11 SHRUB PLANTING PLAN COUNTY OF SAN BERNARDINO LI-6 CONSTRUCTION PLAN Z L5.12 TREE � GROUNDCOVER PLAN � - LI.7 CONSTRUCTION PLAN U] L5.13 TREE � GROUNDCOVER PLAN I I STATE OF CALIFORNIA LI.8 CONSTRUCTION PLAN w L5.14 TREE � GPOUNDCOVER PLAN . LI.9 CONSTRUCTION PLAN U_ L5.15 TREE � GPOUNDCOVER PLAN - - I , I I I I�, ,,, LI.10 CONSTRUCTION PLAN Uj L5.16 TREE � GROUNDCOVEP PLAN RJM DESIGN GROUP INCO t i I . rV L5.17 TREE � GROUNDCOVER PLAN � 1; - LIM CONSTRUCTION PLAN 5 . 11 - 11 - 11 -- --- -l ''I , I 1-11,111, U L5.18 TREE E GROUNDCOVER PLAN SAN JUAN CAPISTRANO,CA 92675 1 1� 11 - I 1- I'll -1 1-1-1 -11-1 11 11 I I I � I 11 11 I 11 I 11 11 -11 I I ' ll , 11-1 I 1 949-493-2600 FAX 949-493-2690 , I , �el 11 - 1111 1- 1 I' ll, I I'll , I I I'll 1_1-11 I SOUTHERN-PACIFIC, RAILROAD., ,,, , , - I, I'll " I "I'll" 11 I'll -1 1 .1-1"I, 11-1-1 I 1- I -1 I 1. I' ll, ''I'll __, _,"' , _ , ,, 11 - _ I—- - L2.1 CONSTRUCTION DETAILS 0 L5.19 TREE E GROUNDCOVER PLAN WWW.RJMDESIGNGROUP.COM , I'll, 1- 11, 111-11, -11 I 11 I I — ' 1-111 11 , - "I - � � I I'll -11, 1- I ---I'll, - - I- , 111-111 1-1- -1 I I ''I 'll' ' 1-11,111 , I 'll, - I 'll 11111111-11111 _1 " I' ll -11-1- I ' ll 1-11 .1-1-11, 1- --I,-_-1-1 I '' I -1111 � _,�,' I I _. 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I I e '__,__� ___,_ _____ ", I I � I I ___ - , " /09*% "___ I- _ , - I "'i I , -, - ,_ _' ' � I-- -":I,',, _ � " _'' __1 ------I - '' _ 0 - 11 -_ �, I- I -I 1:7-11 1.11 I I—�...__' ,�,�_____ 1-1 -1 I I , I \ ' I - � - � I 4� I2JM DESIGN GROUP koj I Na�,�1�'�,�1,- 1,1:, 1, �,�,',�__,_� - �,J MENEENE I � I I SHEET LI.8 CONSTRUCTION PLAN 0 :�' SWEET LI.9 CONSTRUCTION PLAN 31591 CAMINO CAPISTRANO : I �"--,,, I : " - I', I " I / I , _-0 -111, I -1 1_1 I",�",-,- SAN JUAN CAPISTRANO, CA 92675 1 1 11 1� : SHEET L3.8 IRRIGATION PLAN , SWEET L3.9 IRRIGATION PLAN � ,A,jm� I I - :1 � , I � ; , ff � --___ f 1% z I- -' "'! -_ I-----_11'' � - I I \� -- - - ," , , _ -_ CONTACT: BOB MEUTING I 11 _......_"_ -, 1, I _ _�__ , _-,�_ , -11 I- 11-111-1-.1 I -.,11" - � _, I � I I SHEET L5.9 � _ _ 11 SHEET L5.8 SHRUB PLANTING PLAN I SHRUB PLANTING PLAN I',' � � I , 11 � I � _ ?a � ` � 1-1,,, -2600 k*j , ' , � I � I � j PH: (949) 493 1 Uj . ,� ,� �_ - ---- I I I � - : - " I - ,-, I I . 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COAST HVVY., 4318 1 , I I 11 I , "I I_�111 - I I v,I I I I I 11 I'll , 1, � I mmr , � 4q% I I �_ '' __11111 I - - , � , I ,��m mi , , I - I , I --�,i-�� I� I I 11) ' ', I � I � , "I I -111, -1 I � I � � -- I _ �� , SHIMAJI � LASCOLA I '' I � � � I, ), � , I I '', _,_:q\,, � � ,� , -III,-,__,-�, - , I I : I "I � 11�, - I, - _'� _,_, �,r ,� � - , ",, .....-1, I � ,�I I I I 11 I - 11 I 11�I I I",Im � I � I I - -11 " -1 - _ - 1, :: �� , I ' ' I I 1; I � 11 - I " I , "Ill 11-11,11,111,11, � � I I - , 11 I I . I I I � I , I I I LAGUNA BEACH, CA 92651 CONTACT- PON SHIMAJI , � 11 � , � -, � I � I I I I I � '' I I �� I ) � I - � � � I : I 111--m -,"I'll�_11_1111 , I � 11, � � -I--,'I � z- "I , �, __, ;11 11 I I -1'_�__\ 11 I -� I I I , I, I � I I I � : , ;', I . � - 1111� � : , "I 'll - I � I I I '' I I I I I I I r , ( I , , " �_�� , I " ''I \I ) Ce 11 � , : I - I � � �' m 1, , , � � _11�_111 11 _ I � �,__ I I - , :, I I I I � I I I � , , , : 1 7 1 �� - I 'I) I ATTENTION: RICHARD A. 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I- 11_11`_11 1, � ; -1 . " I I I �', _1,1 I I - I � ; , � I , � , 11,,J1_1A ,7 1 �� 4 � I I I 11 I 11 - I I "I I I I 11-1111'', I_ � i � � i I I I I - 11 I 7 I � i 11 I I � I � �� I", I � 41�� 1 1 , I � � 11 � �, ,� :- � ) _ , I I I � � 1 � 11: -1 I " '' __� , � � I I �;� � 11 � I I I ''I'll, I 1, � � � � , , m I 11 I 1� 1� � ) ROBERT 12. COFFEE GLP KARJALA / KULONIS, INC. I ; I I I I m m " �m , � I I - �, � I I" ) ___,�------ _-��-� ,'' � m I, " m � ': � - I I -1- 1% 11 '_ 11 � m � 1� I �, , _-�,, 0 ,� 3111 SECOND, SUITE 3 3185 - C Al2WAY AVENUE � I - ; :�_,___,_ I � �'_ __J' - I - ' ' __ "I : , - - -, � I �,�-"�-,�,-'"',"",-,-,-,-,,"'--,� -I' Lmimi Li , �_�,� 1111_�I�,,"' I I �, I � � � 11 I � I �s , I I FOR CITY USE ONLY I � -1 I � I f _� 11 I , : ��, ,'_ REVISIONS 1 � I ", I � � � � � I � 1: �, 1� I- � I CORONA DELMAR, CA 92625 COSTA MESA, CA 92626 � S � I - 11 � � I I I I - I � , , �, � � � , "" -1---1 , I 11 1, : 1 I I, - I . I L I _! 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I �_11_1_ I _ '' CONTACT: JERRY LEONHARDT DATE DESCRIPTION APPROVED 7_7_ � I 11", I" , , ;� I I � 0 1 - '', , , , , " I �, I � , INITIAL DATE , I I ,, I I ., , �, , 1- -1-111-11 11-1-1-11:11, -1 , --11111111 , " I 11 I I � I ''I I � TITLE: � , ,�4 1� �� ;: �, I I - I 1� �_ 1 : 1- 1 � � I � -1851 , I I , I �� , ;, - I � ,�� i- �".1:11�,_-,,_:�,L,"_,��I'-.-"- I I � 1-1 _�, � I I I PH: (714) 751 1 1 1 V- " ' __ , cy, � � mmmm � I � I I " L, 111111FINIlk- , I�I:_,_,� ....... -11-1 11 111'� � � 08/04/03 �& ADDENDUM#1 STREET I I --111,11 -,-,, , '' , '' , _, � ... - ,_--,_1-.-,_"_,_ ,,__,, , _,"''", - I � I �� " , I �-�1111_I—- I�,,,, ,�", I I I- : , I , I � , ,,�� I I 1�I I - �, � i� I I � - 11 I I I.�- �: 11 C� I � I ,� I I I I I � I ii I �, I I I I I _� il ,I I � �: I I I � I � I _� �i ", �, 11 ,'� � � �_ I I � 11 � I , I � ,� -1 I :� i I - I WATER/SEWER I - : 1� I I I -� I I I -1-1 ;� I I -1, I I'll 11 1� z� , ; I- I I I I I - - I ,; � - 11 I , � I �� I - '�' - _,�__11 _111,1_1 -, - - �� " � � � I SOILS ENGINEER LEGAL DESCRIPTIONS ? I, ': a _111- 11-11, - I � 11 :,-, - __ - - I I , I _11�, I - �-,- I �, , - 11 - 11 �1_11 11-1- v - �, � 11 , �, �� I - � I I�,-.1 11�1-1,� I I �1,�- , � I � -, �, - " ,� " I �, � m ; GRO/DRAIN I I - - I , �� __1 1, I � ,��,� , � I � :� "I �� I 1, , ,, k""",,,,, I � I "I I I "; :, �-� - � ,� :" � �� - �, 1� � -1 - I 11 , � � I " I ': t I � - I- I I , I ;1 11 i I � I P J I 11 �' - 1� I I TITLE SHEET ;� I 11- �: �� 5, � � 11 " I � � I 11 , � � I s �, � �' I I I I � I I'll -_1-11-11_-_1111_1 _ 11_ __ ___ -111 1-_11.1-11-11-11-1-11-1, -11.11-- _111-11:1�, - � - - I I TRAFFIC - I - _ -, ` _", - , LOTS 1-11 OF TRACT MAP 12809, IN THE 1: � �� __A �: � 1� " I I - � 1, 1 , I -�'-, �,"''� "'" , �,_, -"" _ - " - - "' �� '� -� I " I � , , I I " I I KLEINFELDER I � - I 'I'll I � �� I , �� 11 - -� - -, - �� , �, �� I : , ,� : I I I I- � � , � - � 11 :, � �: �� -11 ,,, � �] - I ,� - 5 - � I I � ,- , � 1, i �_ I �', ,zl, I I I I CITY OF RANCHO CUCAMONGA, COUNTY - - , I � �,','11_1' 1_: � I -1 � " I � ,; � � 30 FREEWAY (HIGHLAND AVENUE) . /. FINAL CHECK , - I - eI I I - -_ I , , ", 11 I I I-1 I I I,---- __1_1' - -111,111, I I I— 111� 11 � , ,_,, ", 11_1_11� ,I- - I'll 11,�,-1 -, I � 11731 STERLING, SUITE E . I ' '' _.I;- I� , 1� . �, � I '' L I - " _ - I� I'- I I 1:�, I I -,1 I- � 1 1,71"',- 1 , ",L- - - - ,, ,�� ,� �, I I ,:� I 1, , �� , �� , I I ,_ � � I 11 - I I I � I 'I ,:,- �, " OF SAN BERNARDINO, STATE OF -IN - �' -1 I � � � I - � : �,, - I "I 1 , , - I I I I - I ". � I � 1� 1� �, C �' � �� I -, 11 , I � 11 � I � I - -1 I I � ,� I �I � ,� , � , I I" RM ��, 1, I I I I , , �� " 11. � - RIVERSIDE, CA 92503 1 1 ,�_,- �� : I I I I :_ � -, I - �,,,, A ; I I - I ,� �z � I " � , I I I � . e , I ___�,, 11 ,�, �� I - - � 17 1 - I - 1 I - "� I �1_--1-11 I " � - I I , I I ,� __ I ALIFORNIA, AS PER PLAT RECORDED IN I I - I----- - - ',,___-�� ,,� I AS CONST. � I I I - �� I , -11 __1 :,__1 -1 ,,� , , - C I I I I 1- I I I I . I -1 I I .1�11'11�� '___,,�,:��,� ,,- � "Ill,"" I� I 1---i m� � I -�� `1_111 I 11 ': �I CONTACT: JAMES STONE I , 93 �... � ,,, , ---,,-, __ � �� I " ' ' I I I , , _,-a,-,- I-11 1-1 I 3___,� , I - I I I 11 I I - , - I ' ' 1 ; - '' I � - , I �: ', �"'' � - 11 I ; -- _ �, , -_ � I I �, 1-_ 1-1___1_ 1 I I I 1_�__ \� I _; - - "", � - PH: (714) 688-2513 1, I I I -�,____1111 1111- I I - I - - , \-.- f �� 1, I I , I � I � " 11-1, � 1-1 __ ,� 11�- , 11- -11111 -,--11 I'll-11, _� I I_11_:-11 I -1� _�,�', "Ll, 1, a�_�11.11�__, -_ � : " THROUGH 3, INCLUSIVE, IN THE OF9CE OF �� I " 1666331A INE ROAD 1� BOOK 175 OF= MAP BOOK, PAGES I .11 _,m Im I � 1'4 I -�11111- 11 I I 11_�' ,"__,,�_ mm%:� I �: �� ,,:, " Q11 I'll 1 It) I �, _�11,� . ,�" I I'll -I'll, 0,; � I - I� I "I �I - ,� FOR PRIVATE USE -rr I 0; � :: �� I '', - I THESE PLANS WERE PREPARED BY: A -! ,� � ,_', �__ 1_� - � , � i; , � THE COUNTY RECORDER OF SAID "I, REVISIONS -v DAIC I � I I I I I I mm � I �1'1 " , I I I I I � ,11_111-I I I I I , _��,_ I, -_"J",_--�,,__�,-,-_ -1 I : 11� I I -- I& � 11 I 1�1 I I I 11 I I 0 � I I I I I �'� ,)SC,4 I >� I___ _,_ :: "_� I / - I'll, � I I I - I I � I I � I, - t I I �, I COUNTY. I /.:�0% I " , I � I �_. ��__� - I � I " I INITIAL DATE I __ , I �� : I I I I �� " I -1 I 11 , - �_ I I I , I '' , '-1-1-111111111-111,_ I—— __,-1__11: -1 � � 11 I 1- - 1" � , I I I I _5� I I � � U i r I, '', - I � irs , , I I I � - L 'p:, , 5p 1 1 z I � I e � - - :! � " �, -"' A .% I �� I I I I I -",- , I , _% �IV, � I I ' ' I 11 I 1�, ��1111 11 � I I 11 11 I�SITE I -,-' - -� -_ 11111� � I I ) 11 Uj I DRAWN :"#�pll �, 4r, 1 1 ,::,- " , 1 , 1 11 "I'' , , �I,- � 1\ -Z7 0- I � - ,", :� , SIGNAGE CONSULTANTS BENCHMARK , : :0 I � ,- ,� ( 1� I " NZ - Z, ib I I - "I" 2 11 , �� :�� - I .1 I - "I, � - �_111_1 __ � Q_ 1 f - - 4_� , � I � I I I "O ...1__/ , , -11 _1 , I I � , - 1� i � ,,,,,,,,,,,,,,, I I I � , , 0 1 1 1 � ' - 11 I _j I �_ oes, � - 11 %MOWN*, ; I I I I 11 - I IF '"' _ I I � mm!�= �;7, 7 1,�, _," 1, _'11 I'll � I I '' I 1-1 I I I CHECKED .011� _1� I L =I I_�11�,_�> _,,Elm J , � � L � - 1:1 11�_ m L� "I'll I I 1 _j I 1� I � I �, I I I 11 I � .- I , 1�_ \ . "111% 1, I I I I I I I � I I , � I" - :2 g,ILp ,�, I 1� I � I � I m � I 1 I GERALD STAMM DESIGN, LLC, BENCHMARK NUMBER 96-B 66 FREEWAY (FOOTHILL BOULEVARD) , , I I I � I , I 0 , "I, - 1 - 1� , - - _�, , ��' 1 I ''I 'll-71",_0 , � 'I \11 1� ` 5_1 , _11� � , , -, I I � _ , ( , 11 � 1� 11_11�111111 - : I I � I A ,�-� � � � I I,,,, '' I ", E I I z I � , I I I I NAME DATE I 11 I 11 �� ___ -1 � 10 - � I �,_,", "� i;;;;;; I , I , , � _ � : ; ! j,� I z � � 'i � 1-1 I r 11 - I 1 206 VV. FOURTH STREET, STE. 410 1 1 - I ' 'I ELEVATION. 1430.686' i I I , � '� (m,,,,,, __,'____� \_1 - �� I � i I I I'll�11 I -I- I 11 ''I - -11 -_11_,-1111-, , -1 I I I - - 1,11 ' _� , �- , �... _I 111- 1-1-1 I , li I SS/I LICENSE NUMBER FILE I I � _ , �� 11 e_L I -11 -1 I I I �, � I I � � I I I I � � 11 11 1�11111�1 I �.I - � I � : �, 11- � I I "I'll , I I , - '' I- I SANTA ANA, CA 92701 o THE NVVC OF HAVEN AVE. Z 19TH ST., : N �Qtve 1�1 - I I� . � � I I I 105 I? I I , I � , I I , "" "'"' , � I ) ---,n,- - 1 I 11p '' " - , _ a im,- R , '' ,, "''', , " p � � I mb Em I � - - I � �, � 11 I I I I I I �, I I � I � ''I'll", :__ , I I I I 11 I , , , � �� I I , � ) -1- � 1-1111 11 �� I I : , ,,_�,,'_ : : I CONTACT, GERRY STAMM Q " * I - -I 1,-111, " I'll 1� I I - � I �- � - � I . e /I 1, ( '"' -1 : I ') 1 : I I ,� ,-,� - � � : _ I 11 I I - � I I I 11 I I � I I I I I 44 FT. VV. C/L PAVEN AVE. E 83 FT. N. 01 11 I ' 'I I "I' ll" I I I � 11, - I 'N - I � I - I I I'll, 1-111:1 � 11 I I � I I � - I I , , I I CITY OF RANCHO CUCAMONGA I I I - � 1 , I I , I 1, I -1 , El I : f - , I 11 -11,11-11,11, I I PH: (714) 550-9981 11 � jr,-, I _1 � 11 I 111�,) 111- -11-111111- : - I-, 111� C/L 19TH ST., SET DRIVE PIN W/C.S. TAG I ,� 41a I � I I I : " ( 1 , I -, � �_ I In ,"" / , � 1, I 'I--"/",- - � � I I , : -, 11 �,�, It " , � � � ) "I 1'� I � " , "I I I I� I I � 10) , -1 -) , 1, I I ,,'/ I I I � : I 'I , - � It � � I Iff �� : � IN TOP a THE E. END OF A HEADWALL I No. 24953 I" ,_ I � - "I'll - I' ll - - I I -I'll, � I - 11 C I � � � I IN 0 , � � I- %= I I I I L � J I -1 � I _: � � " , � �,,�I" �, � � �1,--__ - "I' , ''� �" _mmw 1� - Ili I I � %1A, I 11 I'll _,",--",.0 - I I �� "" ,�____, _1111-:1- ,__._, , '', ", , I "," I— - � I-, 11- 11 � I I / - I I I / � 1, :a/- I � - I(�m __ � � I I : -1 � I I " I 10 F12EEWAY PROJECT NAME CENTRALPARK 6 ii � -10 11 I -8, �., I ,.,. .__ I FOR 3-24" CMP. -, I 0�) I I- I I :�i,_1'1�1 4,- - _-, I _ 11 �m "I 4� Exp. 2 1013 NO.: 290-70 1 1 � , I � I I SENIOR CENTER AND COMMUNITY CENTER -1 I- I I ( '' � � ) -1 ,- � i 11200 BASE LINE ROAD ' I � � I / I - (m I "I I I I I CRON PLAN '�� , ,,:' ,,,, SHEET 1-1.10 CONSTRUCTION PLAN '- , "I' m � I I -'1jwj\, ; I � I I'll , I I , I � 1.p f - I I I— 1 � ''I I I ; I (_ , SHEET TITLE DRAWN BY: CEH I I I I - � I � , I I I I I I I � I �, - " I- I 11-1 � OF - 11 � 11 � SHEP .11 IRRIGATION PLAN I I SHEET L3.10 IRRIGATION PLAN I ""' I I- 'I', I I C, I I 'll'a I � I ' ll I, -,",'' I I -174C--- 917V� I ' I I I , 7 1 ;, _ 1 I I I 1 _1113_� :""�:_u �_, � "I I - I . - A I -, 11 SHE L5.11 SHRUB PLANTING PLAN '- -,-, -" 11 ",____- SHEET L5.10 SHRUB PLANTING PLAN :11, _111-1 __� '', I 'I'll, BASE BID I - CHECKED BY: LM I 1, - I I I I , - " I - I - @� I , - , I - I � AW . -1 I 11 " I � SWeET L5.27 TREE � GQOUNDCOVEQ I SHEET L5.26 TREE � GQOUNDCOVEQ - -1 ,:'', - I V v )Q ,- I I � I - 1, I I � � I � I "I, :1 _, I I 1111D � COURTYARD KEY MAP I 11 Underground Service Alert DATE: 07-21-03 11 �� -11 11 0 1 11 11 - I PLAN 10 - PLAN I m - ) I I 1�1 - , I 1 �� ' 'I / I ' ll ' ' I � i - - - - I , I I � " I I - I � I I I - - , I I I - ; I I 1 47 7-P-_0"wr Ql:;-�_ I I 0 20 40 80 - " ) DATE (COMMUNITY SERVICE DIRECTOR � I' ll, I I _1 I 'll 1, 11 I' ll I 11 I � 1, Ili�' I I ,� I'/ �, � _�,' � 1, �1, I 1, -1 .--I"',- � L , we - I � z - I ' -I,,,,,- 11 I 11- I I ''I_� I'll,� -1 -1-11 I' ll I - -11 -11 " 11 I I I I I,- �� ,� , 11-1:1 1� :11, I I I - I , - 11 -1 __ I-", � -,-''_:,, __ , � I ,1, �, I- I.-I I 11 ' 'I I I � I I t I I I I ,, I - --11 __1__11 -111, - I -I--,--- -, ''I _N % , I I I , - � I I I 11- � -1-1 � . - , -1 "Ill, I I I I � I -1 - 11 1� -1 11 I-1 I 11 I'll -1 I I "I - I I I . 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" ,� '' �, 1 . 11 I "'""', I I - I aa a ammmumm 9 a ___ " ______1_11__._-__-- _---, ___, � � ___________,____ ____,_______ - -11___-1- ___1_-11 -1 I ,.-,,- I 'll I I __ '' I " I - I I- I I -1 "__1":, :1- ' ' � , __ 1 � _____.1..1__' .- I I— 11 I,- , I ____ ________1 - --_-, - -_,______, -.� I I , , _-, - , ' -�",__,"__,_"_: �i - - , " ' - , , a a womi a a 0 fammmal -110 I——1_1- .__1_11_--_11_1_,__,_. " _,__--11-- I - - - I- I 11,1111 -1 " _1111-___ ___ ______ I I_ 111 I I _,,�: :, , , I I " I " """"-,:,,"'.'___� - � . I I � I'll— , _ _ ,-:-, -1 __________ , _-111 111'�'71'1'' "I-,,,-,,-. I ,,, ''I"I I'll -, I-11-1 - __ 1 -1 - - _ 11 I 'll, _11__�__W�.. , 11 #A _ �� , ` � I -__-_-1-___11_1__--- ____111-1 1-11111.1- _1-1111-11 I - " ", - 1 - __________ __ _ - - � ,- ' ' �_,- __ "" , ,,, , '' __ - 1� �, I � .- - , -1 11 I I ''I I I ___,�::_ , I 11 I—— 11 � I - - -1-11 -11 - I 'll � z Ift m_ IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII 'm -m m m m m m m IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII m m m m m m m m imi ,iim m mmmr � 0 1 1 1 1 Lou � � I I I I � I __� -1 \1.a./ " I 1. I " �Illll.l , I 11 4< - I " I - ____1__1_1__,- _��,_______ -, - - , - - - - - - �_ - -, _ ,_ ,_,� _,� __�_ ___''a- _____ ___', - .al - I-- - - _ ,_ - _ ,_ __ , -- - -, - - __1 "'7""", �`l -''- - - - - - - - - - j � I I I I I ," 11 -I I 0 : I I 1-1 11 I ---_-_--1_-11 - , I'll 1, _' I_ z I I I A as C% I ; - -1, ,:,:: x Ab I __ (.D U � 4& us 4110" BID ALTERNATIVE BID ALTERNATIVE I- . F7 -7 >- - - Idw � .ff1iiiiiiiiiiiiiiiiiiiin Iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii, Iff I SITE KEY MAP SITE KEY MAP BID ALTERNATIVE zmiiiiiiiiiiiiiii� 000% U - PHASE 1 SCALE: NTS PHASE 1 SCALE: NTS DESC121PTION I 00000 z tj mw &----,% f 'I �:��: :) 4 / N _R KITCHEN I ,+.J < .00000 .; Ill , Z qr ADD PORTION OF COMMUNITY CENTE � -"%b- 1% ro EOUIPMENT, PER THE Al2CHITECTURAL DRAVVINGS. .b. a ofte �±), u 41l , 6: 0 J----% mi - a 0 / x ADD MAIN EVENT 1200M AV/THEATER LIGHTING, I& mft� :D -�Zt I I :e 40a � �4_9 PE12 THE ARCHITECTURAL DRAWINGS. (j �U tv-% "I !t � to 41 i kiiiiiiiiiiii , up /----% mmmmi I %5 / % ADD STA112S a MILLIKEN AVENUE AND BASE LINE Imi /mN U ��J3 ROAD, SEE SHEET LBA71 "l, U 41 1 1 DELETE IR121GATION AND PLANTING , SEE SHEET LBA8.1 I 11 = 0 I I A"---,% AND LBA91 0 ff % I I % ADD SITE BENCHES (4 WOOD, 23 METAL), PER THE CONST12UCTION "ewoo U z IV&- I ..4 qi I ��j LEGEND. 4< 49:� ! 11�� 11 11 -� , , I �: J---,% � " If % < P I � , - SHEET LBA8.2 TO LBA8.6), � I �� I ADD CHANNEL 112RIGATION (SEE Cie 11: 11 , I , � , I � � ")ll,llll,i, � I le 5 AND IR121GATED HYDROSEED IN LIEU OF NON-112121GATED f. A W Uj � � : � I � � 3 I 1i � � 1- '' - -1 1-1--l-.1-_""-------__ I — - I-,,--,'-1 -111--------1, 11 HYDROSEED (SEE SHEET LBA9.2 AND LBA9.3) 11", TO FAI12MONT 11 I _-___1 111.11, ____ -,---1111111-1__, I 111�1-111 _____ __111__1-1-__1__1,_"_ -,-_�... 1_11111111_ ___1_ 1 __11 11 : %*j LL. Fiiiiiiiiiiiiiiiiiiiiiii� , " I -SOUTHERN—PACIFIC_RAILROAD ---- � -",--,-,--,'',-,-,�,-",---"-,, 1� I 1��, 11 -1-1-_-1-11-1111__-, ______ ___ ___ ,_,__,__,__,____ _._.,________,__ ....., WAY _; � (612,049 S.F.) mmmmi - 1,// -_ 11__-1____ -I--"-- -1_1-1_-_11-1__ 1- 1-111 11 -_--- -,---"--, -111, �11 I'�-,�"--�-""-,--"-,-,--�''I I— _11-1111-- '' � OMW%k 'I' ll - 11-1 _ I- I'll -1111111 -11 -1 -.111--l- __ -_11 -1, A � � ,� � I 1-111-111, _11111- ''I -11-1-1 I'll, 1-1-111-_11--- - ___ -�---,--,,-"--,--�---�---.,-,�-,�--l'',-,-�.�... --,-"- I z I , . 11 , _-, 11 ---1 1111-1_1 �1-- ___-_1__11____,I-—', "Ill aaaaaaaaal ; 1.1�1'11''I __........� - 1. --''''-"''-",��---. -,-�,��'"""'�-,,,, ,, ��- ___ _' I � :1 I,,,,,-% � mj U �,�, - ,_ �r -11 - __ � ,; I I � / x � I - � - 1 I �- I I I � . ....... _ �- 'I Uj I . . - I., UPSIZE I GALLON TO 5 GALLON SHRUBS, PE12 THE f I I I I � , 11 � I� I :,� �A6) 1111 : 11 � I I r IkI�IIiiiiiiiiiiiillillillIIIIIIIIII >iiiiiiiiiiiiiiii� U � 11 I 11 , I - � , - / ,�, " - - I 111��, _, I .I "I'll, ,"r,-,, ,� J� -1 � _ LANDSCAPE PLANTING LEGEND. I I / - -11 _,� I 1_� 1, I', , I . I e' , / �, - _11_1- � I I ,/ - , I�� 11 .1 - -1 I /-/-, , _,__,__,,_ � � N.A.P. - I I , _�� ,- - 1 � I ,/,-"/"/- _ I - - / I I-'' .,/: � 11- I 11 / , I - I. I � I -1 I-- �___- 1�1 , P1111-lak I -1 I �, �A 11,� '��' Z , / % �, � I ".1 10millill q � __ I IqL I - � � - I - - I- � ,,, J x Ar - I �,,,,',-�,�,'�,-,-�,-:;;��l:-,�,-,�'� , Ce - -"-- I---1,'17,�,_-- � / 11 ��, " BID ALTERNATIVE A5 THRU A9 IS ff In -1 11 , _1 7-1 Ij - 15 GALLON TO 24" BOX TREES, PER THE " I , , I ,-- _ _!1�11' UPSIZE - / _," I—_ �� _ _1_'11 � 7 odiii 'I I I I'll le"�� "I � / - 7�_-_",','�_- 'a-__ 11 I NOT APART OF THIS BID. U � - I �, , " I / , / - .......-1_,��,__�111-;-',��' I , I -.1 '. - LANDSCAPE PLANTING LEGEND. kowj 1�,/ � I I - � ,,��1'1,, 11 1_ I- I Z�1_1_ ''I , I., � � , "I" 1, ,_ � " I U " " , , , , , -1 I I / 11� �,,�, I mmoliiiiiiiiiiiiii� � � � I _ 1 , I -, _' ; I-- -11, _1 - - � "', 1�1 I I " � '� ,", _ -41 - `_-, ,,, " � I J"---% � 'r - - ,,, - 11 �",- I , � ::,--�":- '� '11- - � - If % . SHEET LBA9.2 S14PUB/ GROUNDCOVER 7 11 1-1.11: 1�I I I ,'4 1,-" � �: 1� JF lk UPSIZE 18' BT VVASHINGTONIA 120BUSTA TO 20' BT, I ",111-11 � I I I I 111_ ,_�',� , 1� I ,I I I 1-11 ,�_ " I - , I , , , I I'll�. , "' - r 'I z - - -_ ,_� � ', , - 1, _;, 1; PLANTING PLAN ,:-,1-11-1- ,, �_,:,_,�' - " , �, PE12 THE LANDSCAPE PLANTING LEGEND. � ,� � ,� ' -,-, - 11 _:`_�� _:: " ' ''I'%, I ::,,:-�-::11- ,,,,,,, , '' �-"-, � ' ' �_4 9 1� 1 �" I � -:�-,-�, .: , ", I I �,11-I' I ____ 111''/- ", � �,,:,e,"� -,�, , " kmj uj 11 - _ , ,, 1: -1 � ' ''I . " / 1i I'� " , , ,� , ��,", I I 11 - __ , " / I " , " , __ '' �,11 11 - I , I" " I ,"-, "�,�" 1_� '7 _ 1,�_11 �711��_ ''I" I I- I / ,� ,, � , - � I'll"ll""aiiiiiii, mmmmmw ''I 1, " . ��,__------- J Iff V) " - - "" I � /'% I ADD IR121GATION (SEE SHEETS LBA8.1 TO LBA8.2), AND Iff �I I I I., ,, 11--, -c- I I � I,--,' �:_.� I��, "," : I 1'1� / �-�,,,� . I _11-1 11 I � � _, ��,� ,�,,, , _6 ,�: � , - AND TU12F HYD120SEED WEST OF PA12KWAY ROAD IN , � I , ' ' I /I- I I'll , ,",- -__ __ I , , _ � I 'll I -1 � '': 7 ,-41 , � 9 1 -, I �"I - -, I, " I -.4 -admilill I I I I I e I I 11 � , - , " " ED (SEE SHEETS I � , ,;, _"; - -IRRIGATED HYDROSEE � � PHASE 11 (N.I.C.) I I -_1 , � -1 I'I, LIEU OF NON - �Ilr ',,�, ��,C_ ", �1_ 1,,�, I " I I I . � - "1._,_,._� I ,��- - " I I / 1_1 1� I I I 1�1 � I I I I I ��, , , LBA9.2 AND LBA9.3). 41q% 11, I I I _1� ."-� I ,,, � �",' 1 � ;: I � I I �_I I I 'll I � I I - I A I ' 'I I -1 I 1, I I I � ,I I - 1_� , a-------I , (684,967 S.F.) 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I I I 11 I I I — 1, - , I I - -11 16 11, I " �, � � I _ � � I I I I � I I � � I I " I '__ I �,�-1'� I I I I -111 I.. 1-.1e _�,_�,''1111111 '"'I � ,'�, ra-"'' ,' ',, '1� " � BID SCHEDULE DESCRIPTION ,:'.' � � 11 11 11 � - � � 4 1 1 - _/ -1 �: -11 �.z': '-�_ I -1 ,��', .0 I I 11 11 I- , I � 11 , , � � 11 p IF:4z FOR CITY USE ONLY I " I - , "', '� - ,,,___' I FES REVISIONS I , I I I al��_'7" ,-",-" -11111 I I " ' I _ �-_---o: I - ., -_ � ,,, , __� - -1 - � I - -__ ,e I 11-1111-_--_-, ""I', C I 11 4f /I I� -":,- � I"_ ,-1 DESCRIPTION 3 DESCRIPTION APPROVED - I � - I I � I 0 1 rl I 1�1 ,_1I,11,�,_11 11_�11-- �' "'" --I_, -I DATE INITIAL DATE TITLE: - / I I ,�:,',��-, -, I _� �, I� - I � / 1, �r �', �_;-',-11" 11-11 : �, -1......-,�_I" , I "m �, I - x -I I , I I- 1000 __ ( I - I �, � � 1;/_1 I I I I I I. . -.1 I I _ �,� � . - I - I , , I I SHEET LBA9.3 SHRUB/ GPOUNDCOVER SHEET LBA9.3 SHRUB/ GQOUNDCOVEQ � /// //�' _111,11 1-1, I I ��... STREET IMPROVEMENTS ON BASE LINE ROAD F120M I I I 1, I -N0. 24953 16._El , I , " � , � . � , , I I I I 11 - �5 1 1 �, " I � 11 -1 ''I ( I ) E31D SCHEDULE= � � , I / I " , 11 ",,� : � 11 - 11 PLANTING PLAN PLANTING PLAN A I "I I I MILLIKEN AVENUE TO VALENCIA AVENUE, AND ;1, I 1, 1� �� 2 ; , , I I 11 11 �, I � � I - "' I 1_ \11-1 GRO/DRAIN I " I 9 1, * Exp. � / / 1. ,:,-1 I ' ' I -1'' MILLIKEN AVENUE F120M BASELINE ROAD TO I .__ Zr",, / 1� I 1-1, I I � � I TRAFFIC BID ALTERNATIVE � 1-1 -11 // / I I. , , Z A - I �, I I , , , , � , � I , � I _Iel ,, / " I � I i '_ ' ' I � / 11 � /�� I I - I I FA12MONT WAY TO INCLUDE BUT NOT LIMITED TO , - I I I - I � � � � � 11 � , �� / I �: I I > I I � - I ,/ I I - � I 1, I �. -12, SIDEWALK, ACCESSIBLE RAMPS, NAL CHECK KEYMAP I I 11:, z /_ / / / / / I r- � - I � I, I � I I �, � ,,- CU12B AND GUTTE � � I , I , - , 11 I i I z � � I I 4, / ,� I I I .,� � I _. I / I /I I r � , " I � I - " I-,-, ,,��_111 -PLAY, OFF-SITE UTILITIES AND T12AFFIC R/W I , " : I ASPHALT OVE - / / ,I` I ' ll I � 1- I - / � � ....."al / � I I I � " I,-4 - I I I 11 AS CONST. I I I � I i / 1, /I 1�' ' �' - 1 I,- SIGNALS. � - I T 11 - / 11 / I 11 1, % :, �llolla""N�llllll� "�, I '% I // I , / / I 'll / // /� /' I- I I I I I � 11 4'', "I',1'�,�1, ,di'l I I I I- . I I I I I /I/ / I // I �I - BUT NOT LIMITED TO SITE I I I I I -DULE I ON-SITE WORK TO INCLUDE �, ///�//, / / / " I/ / ll 111��I,- I I -1 I 1� I'll, I ( "l 1 E31D SCHE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE MCA? I I -, I/ / / / /_ �/ /X,/;-,�'� " I ', -1 I � �� I I ',, I ------ kll-� PREPARATION, EARTHWORK, UTILITIES, PA12KING LOT, REVISI 6�lll . 46 DATE / /// ,� I - I : I I � I � ", � �,,, - - �" ", I � I I � I I I � . I/ 1 .04 1 1 1 1 � I _ " INITIAL DATE ;�,,O�',w; r�It,^_-��<�7,* � � I I I ,,, - WALKS, SITE LIGHTING, , \,1, - I � __ r __ / a-- �, 11 I - 11 - I I I 120ADWAY CONCRETE - I / / �, I I I , ""11'', - � , I- I- � ,� I I- 1 4 ,�p \ - i4qp� �_. '�j "' , � 11 11 �', - I 11, I - __ - I " 1 � 1, , " - '' - -VING. A% 17 /1/_x __ _? I/ /�/111, - I ' I � 1-1-1-1-1111, SIGNAGE, SITE FURNITURE, AND 112RIGATION SLEE DRAWN I 11, I � , I-11. - I- I ,/ I I /- / � �1_1111'1 I I I "., "''I-11-1-- I ,/ I -f - I I � I , � I A I I I � -,� I ,I I ""Ill 61� .,. I � - I :_,,_ --1.-1 I'll 1-1 11- " .- -D I I PHASE 11 (N.I.C.) I / � 11",�_ -,�� _ � �_, �_, I -11...I——1_1-_111.--,-1-_ -11 (IRRIGATION AND PLANTING SHALL BE INCLUDE 1% "I /, I I -,/I&,,,'�,_- � , I �.11,,.,-"I'I- �,"I_111111- 1 11,I'll,__,_-, _I CHECKED / 410% �, " _�'4�1 ,� -:*_ - 1�1 11�111 ......, , 1-1 1---- UNDER SEPARATE CONTRACT. - I -A ' ' I - I I I " , -, �Z_.:�, - , I , , - -1 I � , � I - ' ' __ - ___ __,_"_ :4�11.., � 1�1 �, �e7 - �, I �, I �, %, .",, , , 11 - - I 11 1_11 I I'll I-I I��11 I I I 11� I "I � I1111��,'�1_1-1_1 ___1,""'�"_ NAME DATE I I�1,�,,�v I __-111--"-,-,-"-- __ i , I , I-1, - I � - I__ �",_ �, �,If,I'll�- . I "`llllllll� I I ,I-'- - � - I � , - I I'll, -1111 11 I'll,---�:,:-,-,_�1"':, �,-, LICENSE NUMBER I _,� 1- I -111,11" , , . FILE , � I I , , ��:%,_'_,I ,- - 2 ., �_,_ "I�� _'�, ___ ,//_-1 / ,/� " -1 I- _ : 1-1 � BID SCHEDULE , BUILDING ARCHITECTURE AND BUS SHELTER TO � �- � , �_ - � I . I 1-1,- 1- ',"-" I - ,-,, wal �/ 4, - -_-, mmmmmm_ 11 _1� _ "p.asmommal INCLUDE BUT LIMITED TO BUILDING CONST12UCTION ., �A\ N I ,I ," I ' I _11_�.:"�!,',_,,,'_ I I � I - (D . , � 0-t'� .__:�I-1- I�1- I 11__-� , ,____ .....,-,, - -_--11111111 '',I'll,1-1-111-111-111 - "I'll-, 11 ...��''-'',-,�,,�-''-�' "',�"-�,,�"",-� 1-11---- -111 I 1'111_1 _� -'I-"- 1-11111,11-11 I , -12 WALL, BUS SHELTER COURTYARD, nw , w � -111-11 -11-- -11-11__11-1 11 IV— 11 1-11 1.11 11-1 I-, -,-,-,� -' '--,-"","." --',-,,,,,,,, 'I I � - I � '��,�Il'r' . - "I I'll I "I , - 1-1 11 I'll,-I I I——_11-� -, -, _��:- '''"'m , 11--,-'-,,,,--------�,,,", - 11 ,--,-,-- ' - -,-"-- - - -,---- , I -�I i;� -1 -1-11 .,,, " __ ,1: - �---------- __ �" ,"', - - __,_ , '_ "__,__,1'_,_,_,-,"_,_ - - LINE-P - A- '' _7' ___� , -' '-, - - � ---�,�- - - "-I 11 11 -�'��'._,��'_�"' 111 _1 '�'�_ _ . __ SE - -1-1 WITH WEATHE CITY OF RANCHO CUCAMONGA ,I,111-11 �, , 0 \D - - I - __ I -_1- '�,_, "_11-l" -' -1-11-11 , -,_ -__,:,:1',, -__: - 1 , I ,- :,--_, , ,_,---1_- .-___-,1-1-1-1111,I I 1--'____-11 11-1, -1_111-- 1111_��,I I I �111111 I -111-_-1 I "I I - I ",� , : � 1- � I , I'll I I 1-11-1 - " " -1 - -, -- _-,___� , , I - "I'll'-, 3�, ''I 1, 11-- 1', 11 -------�_ ___' - -,], - - - I 1_11-111--__1_11-1__11111___--- �_� -111-1-11--l-�_I-,,-,,--,. I I ",1-11--1-1-1-1 11-11-1111-1 1_11---l-11_11.1 11-1 _11_... 1-1-1 I 1-1--1- �--11-111 11-1 _1____11__ , "�', I_ � �- _4 � " �'___,,_-1'-_�,.,__11___1111�, --I—_111-1-1 - 1-11111� ,"',I"'' ,"----"- "'-,-,- , , I 11 ��_ 1-1-11,11-1 1-__-__ -_, _ _,_1___ � - _1111-111-11- -_1-11__11_,- I I'll-I-1- -S. ALL CONCRETE 11� � ,� -1 ., 11 - 11, . � " - 11 0 1 WALLS, FENCE AND GATE I No.24953 . � OF CA 'll% I-Lal ,'' - ____ _ � , � � _,� __y __ , , I , I ",, ,`� ,- - ,-,�-, , 4____, ,� '', __ _.._ _-, _______ "_,_ ,-, _L-,", I �_ " I �__ __ �, '_ - _ - , �11� �', � _____ ,- -,-all " - - - __ _ -'' I 1 , I '' FLATWORK WITHIN COU12TYA12D AND UNDER '31 ot�� "I'llill''llll""Ilillill�iiiiiii,illilI _ I I_,, , I -- 1 1 PROJECT NAME iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiMM I � , 11 I 11--.11....I I - INCLUDED INT HE � 1_1� CENTRALPARK JOB NO.: 290-70 1 1 1 1 11 I EXTERIOR Al2CADES ARE I EV I SENIOR CENTER AND COMMUNITY CENTER - SITEWO12K. - I L . 11200 BASE LINE ROAD i __________________________ ---------_111mlillimmilmil I i i --_________- �iii��iii� l', ill I 1 1 i i �� -I.",� DRAWN BY: CEH I I i ________________ I i I I A SHEET TITLE I i 1 1 1 CAIA I BID ALTERNATIVE 11 I 1111 - -, _,._ l i 11 I I III 131V IPF. M/tp GROUNDCOVER PLAN __ Lf?�/ �/V�� / iw CHECKED BY: LM APPRO D . I SITE KEY MAP � Underground Service Alert 1 -7 faal 6 3 DATE: 07-21-03 PHASE1 SCALE. NTS - - DATE COMMUll SERVICE DIRECTOR I ,llllll SHEET: �� - CALL TOLL FREE APPROVED I SHEET - 0 F & 1-800-422-4133 DRAWING Tbow ,2 ::Zfnp/60� �u(1�/w,l"'i NO. - OF- all ' - - I I DATE I -.11 RCE NO. crrUAGINEER I 1 2, ?J I I I I I I I I 11 I -_111 ,'11� I I - I I I 11 - � I � - I'll - I I I 11 z � 11 11 1-11 I'll I I I � � I � _ I _____ . I __11____11_11 11 11 I I -, - - - - - - - - I . . I wombik I I I . I . I I I I . I I I . I . I c=D CONSTRUCTION SCHEDULE k.,_tNr1"1R,,AL DESC121PTION DETAIL /MANUFACTURE12' DETAIL CONST12UCT PEDEST121AN SHEET L21_ 0=0 CONCRETE PAVING CONST12UCT VEHICULAR DETAIL___2 SHEET L2j_ CQNC12ETE PAVING MATCHLINE SEE SHEET LIA GATE, WALL PE12 ARCHITECT'S PLANS III w E W.I. FENCE b-, mm� m m - I I 6m INIIIIIIIIIIIIIi m m m m �D. '13. c (D "CONST12UCT CONTROL JOINT. DETAIL i , SHEET12L U2 PUBLIC SIDEWALK PER STREET IMP. PLANS 0 6 be. P-A 0 -mm%� CONSTRUCT EXPANSION JOINT. DETAIL I , SHEETJ...� U3 CU12B Z GUTTE12 PER STREET IMP. PLANS A R K Q4) HANDICAP 12AMP CONSTRUCT 6" MOWCURB DETAIL__S_, SHEETJ...� PER STREET IMP. PLANS RANCHO CUCAMONGA to CONSTRUCT 'GRASSPAVE Z DETAIL SHEET fE- also%$ 01IIIIIIIIIIIII Immm U5 PLANTING TO BE 12EMOVED PER STREET IMP. PLANS MOWCURB BY., INVISIBLE 0 its, i 1 stess' STRUCTURES, INC. 46 RAMP PER STREET IMP. PLANS 0 CONSTRUCT LIMITED ACCESS DETAIL--2—, SHEET EP- 41 SHE 01 DE�TAIL21F (oft) a I �ap TL2.2- CURB se- , I I I _"11) CONNECTION 0 THIS LIGHT PE12 ELECT121CAL PLANS. all �', '1@ 0 APPLY DG PATH 47 CONSTRUCT SITE _98 I 1 *1" LOCATION. AND AS NOTED RE12 60 HIGH CONCRETE PE12 CIVIL'S PLANS. to sees,s,, I 1 (2) !or CONST12UCTION PLANS. CU12B QNLY 0 000 CONSTRUCT SAWCUT JOINT DETAIL I SHEETL21- 0 6" HIGH CONC12ETE PE12 CIVIL'S PLANS. .9% If sees a CU12B E GUTTER see RJM DESIGN GROUP INC. of- all's , .,sl 0. (U9 CONSTRUCT FENCE Z GATE PER ARCHITECT'S PLANS ACCESSIBLE RAMP PE12 CIVIL'S PLANS. CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 1 0 PRECAST CONCRETE WHEEL STOP SEE APPENDIX A Q2J SE12VICE AREA PER CIVIL'S PLANS. 949-493-2600 FAX 949-493-2690 Is I's sells i's so, PER CITY STD. FOR PARKING WWW.RJMDESIGNGROUP.COM -8 F012 COURTYAR PEAN), �9, TALL LAYOUT lose see 040 fell REFER TO SHE LI.9 4" CU12B PER CIVIL'S PLANS.' > CONSULTANT: a a, sale set so, see 0 so 0 c Q4J CONC12ETE PER ELECT121CAL PLANS. so so TYR. \0. 10 c es's lose's $9,01 ( 4 ELECT121CAL TRANSF012ME12 so ............... a U5 AC PAVING PER CIVIL'S PLANS. * , 0 A4 BID ALTERNATIVE: ADD SITE BENCHES . so to $1,10 see is so, Is TYR. R=41' CONCRETE COL02 AND FINISH SCHEDULE PER CIVIL'S PLANS AND of 4 0 U6 PA12KING LOT PAINT sees sit fill, ST121PING SIGNAGE Z STRIPING PLAN LII.1 is see Is so.... oalso r i else Q7J COURTYARD WALL, PE12 ARCHITECT'S PLANS LA of, j COLOR: NATU12AL GREY FENCE, AND GATE gills". Sol$ r-In FINISH, NON-SLIP, STEEL TROWEL 18 HANDICAP SIGN PE12 CIVIL'S PLANS 811,01 eale $losses LBJ COLOR: NATURAL GREY 4-, =:z.�e_-a--A=I of=-1�—A--19--_ 1=_1e__.t___1_ -I— Z=:e__1 e__ /—.,— Na also" FINISH: MEDIUM BROOM PE12 CIVIL'S PLANS Z to G 'A 19 HANDICAP STRIPIN PER CITY STD. FOR SUB CONSULTANT: FOR COUP Y R AREA COL012: NATU12AL G12EY PARKING STALL LAYOUT PEFER TO SHEqT L1.10 PA r-l" FINISH: MEDIUM SANDBLAST 20 T12ASH ENCLOSURE, PE12 ARCHITECT'S PLANS a Is' LDJ 100.ftmb� GATES, Z WALLS COLOR: 4821 SHADY 12ED INTEG12AL COLOR CH120MIX _10>1 SERVICE YARD GATE PER ARCHITECT'S PLANS ADMIXTU12E BY L.M. SCOFIELD Al los's is N% les's U2 SERVICE YA12D WALL PE12 ARCHITECT'S PLANS COLOR: C-32 (SHADY RED) INTEGRAL COL012 CHROMIX 1000"411, � PILASTER A -ij� PA ADMIXTURE BY L.M. SCOFIELD INSTALL Z P12OVIDE FLAGPOLE DETAIL--6—, SHEET LZI FINISH: MEDIUM SANDBLAST 'Aro, U4 FIRE HYDRANT PE12 CIVIL'S PLANS. EXISTING CONDTIONS 0 06 TYR. U5 INSTALL E P12OVIDE CONC12ETE BY QUICKCRETE 'IP BOLLARD-MODEL to QS-5B PRODUCTS CORP. PA DESCR TJ N NOTE EXISTING SIDEWALK PROTECT IN PLACE INSTALL E P12OVIDE RMFC-24 STEELSITES METAL BENCH BY: VICTOR STANLEY, INC , loly TYP.LDJ C EXISTING TREES, TU12F P120TECT IN PLACE QJ7 INSTALL Z PROVIDE 6' - GIVE12NY 4 5547 C, AND 112121GATION WOOD BENCH BY SMITH AND HAWKEN -.40 PA TYP.11 = I is A EXISTING LIGHT POLE PROTECT IN PLACE INSTALL E PROVIDE BIKE 12ACK MODEL w 2175-8 <3144 Ce COL012: 12AL 7006 0 PA c N/A N/A BY; COLUMBIA CASCADE uj TYR- 4 ELTER lIs— BUS SHE PE12 ARCHITECT'S PLANS Q9) -ET AIO.I SHE EXISTING CURB E GUTTE12 PROTECT IN PLACE TYR. 5 uj CONST12UCT D.G. PATH Z HEADER DETAIL. 5 SHEETJ.2j- .9 0_�l I I ..a UO uggggj x Q %\ :D z SIGN TYPE -SEE AF`Pe,,M E OF T14E PROJECT MANUAL FM SIGN FA321CA11M INSTALL E PROVIDE DETECTABLE DETAIL A SHEETfe-2 (2) VVA12NING MATS Lu [2Fw5QRIeIIQN NOTE figgessesser 0 > U2 CONST12UCT 12' WIDE- MOWCU12B DETAIL--4—, SHEET L2j_ RA PROJECT ENTRY ID SIGN SPEC. BOOK, SHEET-IDLE 1.02 Z. PA < 0 INSTALL E P12OVIDE Z 10k WASTE RECEPTACLE BY QUICKCRETE z GENERAL PA12KING SPEC. BOOK, SHEET 6,QL PPE-CAST CONCRETE, SQUARE PRODUCTS CORP. 0 uj -12EGULATION SIGN SERIES. uj so Z MODEL u OU-SO2028 W1 F14 r A Ali PA12KING REGULATION SPEC. BOOK, SHEET= (MODIFIED WITH TOP OPENING), LF SIGN FINISH: T-2, C3 LATTE. -00000 b VEHICULAR DIRECTIONAL SPEC. BOOK, SHEET INSTALL E PROVIDE ASH URN BY QUICKCRE-TE _jQL U4 u PRECAST CONCRETE, SQUARE PRODUCTS CORP. _44111- 5 TYR. SIGN .61,000 PA SERIES. AREA ENT12Y ID SPEC. BOOK, SHEET-3.QLE 3.02 MODEL u OA-SOS1424A/ SQUARE YR. T', FINISH: T-2, C-3 LATTE. 4E up ask 4 TYR. STOP SIGN SPEC. BOOK, SHEET4,QL U5 GATE Z 6' HIGH W.I. FENCE PER ARCHITECT'S PLANS 0 TYR. /^-7\ SPEED LIMIT SIGN SPEC. BOOK, SHEET 5,QL CONST12UCT THICKENED EDGE DETAIL--I—, SHEETJ.21- C< > SEN1012 Z COMMUNITY SPEC. BOOK, SHEETILOLE 11.02 CONST12UCT 12AIL FENCE DETAIL--& 0 c SHEETJ..� CENTER ID MONUMENT SIGN SHEET NO. < > DISABLE PARKING ID SIGN SPEC. BOOK, SHEET 9,a U8 CONSTRUCT EQUEST121AN TRAIL DETAIL--i—, SHEETISa- Jldowlft� 0 FIRE LANE SIGN SPEC. 973 1 SHEETliz-0i Q9) BIKE TRAIL - CLASS I DETAIL !q SHEET-LZI- Cie LBJ AND DRAWING SHEET �0 Cv> FPzI FQR LQCATIONS. STREET LIGHT PER, cm MANUFACTURER'S LIST TYR. PA PA PLANS LL. 47 ADDRESS BUS BAY PE12 CITYS PLANS z TYR. INVISIBLE STRUCTURES, INC. SMITH E HAWKEN 0 TYR. MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE usesell go r It PA 8042 DRIFTWOOD DRIVE PASADENA, CA HUNTINGTON BEACH, CA 92646 (626) 584-0544 TYR. (714) 536-3772 WWW.SMITHANDHAWKEN- F- VVWW.INVISIBLE=-ST12UCTU12E=-S.COM T2ADE.COM r CONTACT: AL LASTUCK 0 E TYR. 0 10 20 40 0 COLUMBIA CASCADE VICT012 STANLEY, INC. 1975 S.W. FIFTH AVENUE 2103 B12ICKHOUSE 120AD PA 0 r)-rl AKIn nm=e,%nm o-mni_r,)c)-a r-Ai ir%m.-,irx.,, A A A nV1 A k In 0)^-7r—A PACIMCRALROAD 5001 ui PA 28' 17-2" 1 ABEREVIATONS DIVISION LINE 6-30 12'-5 0 §-3 6" 6' 6' L 6 t. 1. 6 1 1 BETWEEN TWO I I t�AWCUT EXISTING ABBPEV/SYMBOL DESCRIPTION TYPES OF FINISH. T—T 1 1 __1 WAj_K TYR. B.C.P. BEGINNING OF CURB 12ADIUS F�A PA 48 \0. CENTE12 LINE 0 ALIGN MMll z _"N 0 co U C.O.C. CENTER OF COLUMN 0 + TYR. 6 o M Figgessisol X C.O.P. CENTE12 OF PILASTE12 BASE UNE Im. W &P, PA PA KEYMAP 9 1 1 1 -el Mfill 9941#1111#9so slog mo sees 914111s 4 wo E.O.C. EDGE OF CONCRETE alas) > F.O.B. FACE OF BUILDING B.C.R. 0 U5 co .... ....... ... 29 r F.O.F. FACE OF FENCE REVISIONS FOR CITY USE ONLY uj 28 u F.O.W. J=ACE OF WALL DATE DESCRIPTION APPROVED INITIAL DATE TITLE: S.C.E. EASEMEN 1000� 4 PA PAP 01 SAWCUT EXISTI G F.O.P. FACE OF PILASTER 08/04/03 STREET \1_11 r___1 I Al ADDENDUM#I + HWALK JBJ PA PLANTING Al2EA 08/20/03 A2 ADDENDUM#3 WATER/SEWER eff,) _T BULLETIN#1 GRO/DRAIN O.B. of$#$ solostoll I I$MP -GINNING -1 losses$$..\....1.116MMIS44681 Is TYR. C P.O.B. POINT OF BE ONSTRUCTION� Is 11b I Q� TRAFFIC 00 1 1 TYR. TYPICAL PA 100 -k PLAN 0 EXPANSION JOINT R/W boIs$ Moils 160181111108441 0401004 9 $01 gooses TYP.LBJ too 0 7-9" \ I SAWCUT JOINT AS CONST. 4 it ---fffffg, ALL CONCRETE EDGE A41 X 36 Al2OUND PALMS IN LIGHT PEDESTAL F012 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 0 REVISIONS DATE TYR. THE PLAZA SHALL HAVE "SB" LIGHT TYPE N�,��1 1 1�,C A P,,,, INITIAL DATE If A THICKENED EDGE. DETAIL 3A Z 3B, SHEET L2.2 oco j\NG Ll DRAWN cj 47 TYR. a CONC2E=-TE PAD FOR CHECKED -A LIMIT OF VVOQK 41 42 17-F 41'-2 EXISTING 12AMP AND PORTION) "SC" LIGHT TYPE C-) 11 OF SIDEWALK TO 12EMAIN -,/- NAME DATE I n ure —IN 1 E3 LIGHT BASE FOR 5 005 27-8" ROCKSCAPE YP. "SIE" LIGHT TYPE LICENSE NUMBER FILE ene al ate "T, (PER STREET PLANS. DETAIL 2A E 2B, SHEET L2.2 4:3 42 44 CONCRETE PAD FOR CITY OF RANCHO CUCAMONGA /111 Date "SG E SH" LIGHT TYPE OF CA\,\ 0 PROJECT NAME CENTRALPARK BASE LINE _Q0AD 0 GENMAL NOM SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD 51 _+TTJ_ --,r7-7+ 0 A DIGITAL FILE WILL BE P12OVIDED TO THE CONCT12ACT012 SHEET TITLE DRAWN BY: CEH PRIOR TO THE STA12T OF CONST12UCTION TO ASSIST THE — --------- -------------- 49 +00 CONCT2ACTOR / SU12VEYOUR IN ESTABLISHING H0121ZONTAL COAIS�x I)IC77 0AIr IV c:1W 4 3�+ O CHECKED BY: LM CONT12OLS NECESSARY TO FIELD STAKE PAVING, WALKS, APPROVE WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE DATE: 07-21-03 4 DATE COMMUNITY SERVICE DIRECTOR 2-INSTALL ALL 112RIGATION SLEEVING, PIPING, AND CONTROL VVI12E NECESSA12Y F012 FUTURE IRRIGATION SYSTEM SHOWN APPROVED "—p SHEET: SHEET OF IN 1122IGATIONIREFERENCE ONLY SETS. 1 DRAWING NO. 0 F L 1 1 L]�A�T E RCE NO. 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BOOK, SHEET L� 1.02 11.4 INSTALL Z PROVIDE RMFC-24 STEELSITES a, A <> 0 METAL BENCH z 0. BY-' VICT012 STANLEY, INC, FPA #,all sees Is GENERAL PARKING SPEC. BOOK, SHEET QL REGULATION SIGN "K INSTALL Z PROVIDE 6' - GIVERNY 4 5547 <�> �vvl WOOD BENCH BY SMITH AND HAWKEN FPA to PA12KING 12EGULATION SPEC. BOOK, SHEET ZQL INSTALL PROVIDE BIKE RACK MODEL *V 2175-8 SIGN al COLOR: RAL 7006 $lot as FOR COURTYARD AREA, V as �� I BY' COLUMBIA CASCADE REFER TO SHEET LIJO e SIGN CL EHICULA12 DIRECTIONAL SPEC. BOOK, SHEET2DL PA 10 OF (Z9) BUS SHELTE12 PE12 ARCHITECTS PLANS Ustal N 21 AREA ENTRY ID SPEC. BOOK, SHEET3.,QLZ 3.02 &t as v SHEET AIQ.I I's ammemo� Q0) CONSTRUCT D.G. PATH E HEADER DETAIL , SHEET-Li -.d .01 09 111116 ell STOP SIGN SPEC. BOOK, SHEET uj Illegal 11-401/ALL r, 1--WUVIIJt= Ut=I ItUl AL31-it Lj=TAIL--4 , SHEET 0 Is 40 WARNING MATS p r% Z-N SPEED LIMIT SIGN SPEC. BOOK, SHEET-5,QL P Q)2 CONSTRUCT 12" WIDE MOWCU DETAIL Estates! P SHEETjgl S=-NIOR & COMMUNITY SPEC. BOOK, SHEETJL0i-f 11.02 PA FPA] 'a INSTALL Z PROVIDE E -E=-T NO. RECEPTACLE GUICKCRETE CENTE12 ID MONUMENT SI SHE WASTE BY $ .it PRE-CAST CONCRETE, SQUARE PRODUCTS CORP. DISABLE PARKING ID SIGN SPEC. BOOK, SHEET 2,QL A01 lost SERIES. MODEL :* -SQ2028 W/ F14 QU uj all -D WITH TOP OPENING), -SPEC. 1900z, SPEET-12 QL a (MODIFIE FIRE LANE SIGN FINISH., T-2, C3 LATTE. AND DRAWING SHEET as, <N O..> FP-I FOR LOCATIQNS. PA Ill's ease 44 1 014 ,14,36, U4 INSTALL � P120\/IDE- ASH URN BY GUICKC12ETE MANUFACTURER'S LIST IN PRECAST CONCRETE, SQUARE P120DUCTS CORP. Is go 8. SERIES. Is ��V's Of DRESS- -SOS1424A/ SQUARE MODEL ** GA sea IT, FINISH: T-2, C-3 LATTE. INVISIBLE STRUCTURES, INC. SMITH E HAWKEN $15 -490Z see's A00% 8042 DRIFTWOOD DRIVE PA GATE E 6' HIGH W.I. FENCE PER ARCHITECT'S PLANS MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE ease PASADENA, CA PA� HUNTINGTON BEACH, CA 92646 (626) 584-0544 tAj 1001%, 00%, 9 (714) 536-3772 WWW.SMITHANDHAWKEN- Q6) CONSTRUCT THICKENED EDGE DETAIL__7 SHEETL21 A & u WWW.INVISIBLESTRUCTURES.COM TRADE.COM 15 u kj Fastagai CONTACT: AL LASTUCK rA� =Nunn U7 CONST12UCT 12AIL FENCE DETAIL__B_, SHEETIL2,L- TYR. COLUMBIA CASCADE VICT012 STANLEY, INC. TYR. vgg— CONSTRUCT EQUESTRIAN T12AIL DETAIL--L Z. 1975 S.W. FIFTH AVENUE 2103 BRICKHOUSE 120AD —, SHEET PORTLAND, 012EGON 97201-5293 DUNKIRK, MA12YLAND 20754 A&, (503) 223-1157 4 - CLASSI Age. (800)368-2573 BIKE TRAIL -12FORM.COM TYR. PER CIVIL'S PLANS, WWW.TIMBE= 6& -1011 WWW.VICTOI;2STANLEY.COM PER CITT'S TY 0 STREET LIGHT QUICKCRETE PRODUCTS CORP P. 6 d& Q) 731 PA12KI21DGE AVE. PLANS P.O. BOX 639 BUS BAY S PLANS A Ills, (909) 737-6240 NORCO, CA 92860-0639 PER CITY' LL. WWW. QUICKCRETE.COM PA CONTACT: BRIAN GOTZ ui --------------- >— %tow) 1I`egess— A loon%, r 'I r PA . . . Novo/ 0 10 20 40 PA SOUTHMN PAC19C RALROAD, Ui 10 Nato# TYR. TYR. fill --T ?90FESS 13ASE UNE RD.: No. 24953 KEYMAP Expi, 11 3 0�5 (NTS) EXISTING CONDTIONS U2 -WALK REVISIONS FOR CITY USE ONLY PUBLIC SIDE PE12 ST12EET IMP. PLANS Of-CALW EMRIPMbI NOTE A4 BID ALTERNATIVE: ADD SITE BENCHES . DATE DESCRIPTION APPROVED INITIAL DATE WALK PROTECT IN PLACE CONCRETE COLOR AND FINISH SCHEDULE CURBE GUTTER PE12 ST12EET IMP. PLANS TITLE: EXISTING SIDE 08/04/03 ENDUM#1 STREET WATER/SEWER Q)4 HANDICAP 12AMP DON EXISTING TREES, TURF -CT IN PLACE PER STREET IMP. PLANS PROTEE GRO/DRAIN P legal AND 112RIGATION Aj COLOR, NATURAL GREY TRAFFIC CONSTRUCTION FINISH: NON-SLIP, STEEL TROWEL U5 PLANTING TO BE REMOVED PER STREET IMP. PLANS FINAL CHECK EXISTING LIGHT POLE P120TECT IN PLACE PLAN LBJ COLOR: NATURAL GREY 46 12AMP R/W N/A FINISH: MEDIUM BROOM PER ST12EET IMP. PLANS AS CONST. N/A COLOR: NATU12AL G12EY 47 CONST12UCT SITE LIGHT IL2X a' 8HEETL2,21 EXISTING CURB E GUTT-12 PRO FINISH: MEDIUM SANDBLAST PER ELECTRICAL PLANS, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE E TECT IN PLACE AND AS NOTED PER REVISIONS DATE CONSTRUCTION PLANS. INITIAL DATE VN SCA -GRAL COLOR CH120MIX 11 ",=m= PA LDJ COLOR: 4821 SHADY 12ED INTE U E r ADMIXTURE BY L.M. SCOFIELD DRAWN CONST12UCT SAWCUT JOINT DETAIL--I_, SHEETjoal CHECKED WD Q9) CONST12UCT FENCE Z GATE PER A2CHITECT'S PLANS + NAME DATE COLOR: 0-32 (SHADY RED) INTEGRAL COLOR CH120MIX ADMIXTURE BY L.M. SCOFIELD 00i LICENSE NUMBER FILE -EL STOP S FINISH: MEDIUM SANDBLAST PRECAST CONCRETE WHE EE APPENDIX A UO PER CITY STD. F012 PARKING CITY OF RANCHO CUCAMONGA STALL LAYOUT 1< bill el%eNk Ile- PROJECT NAME CENTRALPARK M� SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH A/ yet" APPROVED CHECKED BY: LM DATE: 07-21-03 LIMIT OF VVOPI< DATE COMAUNITY SERVICE DIRECTOR ell /I N 4A— 43 APPROVED SHEET: 0. SHEE 0 F! BASE LINE QOAD N A DRAWING OF— IIs(g(0- - A)It �- - NO. Ll all DATE RICE NO. �YGINEE ENT RENO MATCHLINE SEE SHEET Ll.�50 MATCHLINE SEE SHEET L1 .6 0 7% A4 BID ALTERNATIVE: ADD SITE BENCHES . YA R K CONCRETE COLOR AND FINISH SCHEDULE CONSTRUCTION SCHEDULE ABBREVIATIONS RANCHO CUCAMONGA DESC121PTION DETAIL /MANUFACTURER ABBREV/SYMBOL DESCRIPTION E RIE IM ...... COLOR: NATU12AL G12EY CONST12UCT PEDESTRIAN DETAIL 2 SHEETJ..,� B.C.Q. BEGINNING OF CU12812ADIUS FINISH: NON-SLIP, STEEL T120WEL CONC12ETE PAVING CENTER LINE COLOR: NATURAL G12EY CONSTRUCT VEHICULA12 DETAIL__2_, SHEETJ,� ALIGN FINISH: MEDIUM BROOM CQNCRE7=TE PAVING C.O.C. CENTER OF COLUMN COLOR: NATURAL GREY GATE, WALL PER ARCHITECT'S PLANS FINISH: MEDIUM SANDBLAST E W.I. FENCE C.O.P. CENTER OF PILASTER E.O.C. EDGE OF CONCRETE CONSTRUCT CONTROL JOINT. DETAIL__I_, SHEETJ_� F21 COL02: 4821 SHADY RED INTEGRAL COLOR CHROMIX F.O.B. FACE OF BUILDING ADMIXTU12E BY L.M. SCOFIELD Al F.O.F. FACE OF FENCE RJM DESIGN GROUP INC. CONST12UCT EXPANSION JOINT. DETAIL--L—, SHEETJ,� 31591 CAMINO CAPISTRANO F.O.W. FACE OF WALL SAN JUAN CAPISTRANO,CA 92675 El COLOR: C-32 (SHADY RED) INTEGRAL COLOR CHROMIX CONST12UCT 6" MOWCU12B DETAIL 3 SHEET_L2i_ F.O.P. FACE OF PILASTER 949-493-2600 FAX 949-493-2690 ADMIXTURE BY L.M. SCOFIELD WWW.RJMDESIGNGROUP.COM PA PLANTING AREA FINISH: MEDIUM SANDBLAST 0 CONST12UCT 'GRASSPAVE DETAIL__j SHEET P.O.B. POINT OF BEGINNING MOWCURS BY. INVISIBLE CONSULTANT: TYP. TYPICAL EXISTING CONDTIONS STRUCTURES, INC. EXPANSION JOINT QEaQ121PTIQN NOTE CONST12UCT LIMITED ACCESS DETAIL 2 SHEET=- I goes$$I SAWCUT JOINT CU12B EXISTING SIDEWALK P120TECT IN PLACE 6" HIGH CONC12ETE PER CIVIL'S PLANS. CURB ONLY LIGHT PEDESTAL FOR 47 TYP. -S, TURF FN� EXISTING TREE P120TECT IN PLACE "SB" LIGHT TYPE AND IRRIGATION 6" HIGH CONCRETE PER CIVIL'S PLANS. DETAIL 3A E 3B, SHEET L2.2 UO CURB E GUTTER EXISTING LIGHT POLE PROTECT IN PLACE A\TYP. -12 CIVIL'S PLANS. CONCRETE PAD FOR t6t ACCESSIBLE RAMP PEE ffi I "SC" LIGHT TYPE N/A N/A LIGHT BASE FOR SERVICE AREA PER CIVIL'S PLANS. (D "SE" LIGHT TYPE I TYP. SUB CONSULTANT: EXISTING CU12B E GUTTE12 PROTECT IN PLACE 4" CU12B PER CIVIL'S PLANS. DETAIL 2A E 213, SHEET L2.2 CONC12ETE PAD FOR "SG SH" LIGHT TYPE 24 TYP.� SIGN TYPE —SEE APPENDX E OF T14E P120-ECT MANUAL FOR SIGN FAMCA10N. Q4) CONCRETE PER ELECTRICAL PLANS. ELECTRICAL TRANSFORMER GENERAL NOTE j0h� EIIQN NOTE QJ5 AC PAVING PER CIVIL'S PLANS. I. A DIGITAL FILE WILL BE P12OVIDED TO THE CONCTRACT012 P120JECT ENTRY ID SIGN SPEC. BOOK, SHEETjDif 1.02 P121OR TO THE START OF CONSTRUCTION TO ASSIST THE -12 CIVIL'S PLANS AND PEE Q6) PA12KING LOT PAINT CONCTRACTOR / SU2VEYOUR IN ESTABLISHING HORIZONTAL -C. BOOK, SHEET-6,QL STRIPING Si AGE & ST121PING PLAN 1-11.1 GENERAL PA12KING SPE A00o'k4b, CONT12OLS NECESSARY TO FIELD STAKE PAVING, WALKS, 12EGULATION SIGN QI 7) COURTYARD WALL, PE12 ARCHITECT'S PLANS WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE 0 PA12KING REGULATION SPEC. BOOK, SHEET= FENCE, AND GATE CONST12UCTION PLANS. SIGN HANDICAP SIGN PE12 CIVIL'S PLANS 2.INSTALL ALL 112121GATION SLEEVING, PIPING, AND CONTROL -M S14OWN W112E NECESSARY FOR FUTURE 112121GATION SYSTEE VEHICULAR DIRECTIONAL SPEC. BOOK, SHEE-=TjjQL PE-2 CIVIL'S PLANS E SIGN 19 HANDICAP STRIPING PE12 CITY STD. FOR IN 112121GATION 12EFE12ENCE ONLY SETS. 1-1 PA12KING STALL LAYOUT Z> AREA ENTRY ID SPEC. BOOK, SHEET_a,_QL� 3.02 - UO TRASH ENCLOSURE. PER ARCHITECT'S PLANS 61 GATES, � WALLS STOP SIGN SPEC. BOOK, SHEET-4,0i SE12VICE YA12D GATE PE12 ARCHITECT'S PLANS AF� Cie SPEED LIMIT SIGN SPEC. BOOK, SHEE=T-5,QL Q)2 SERVICE YA12D WALL PER ARCHITECT'S PLANS Lu PILASTE12 FLAGPOLE DETAIL -ET SENIOR E COMMUNITY SPEC. BOOK, SHEET-101-B 11.02 INSTALL PROVIDE __6_, SHE _L2j_ > CENTE12 ID MONUMENT SIGI`J SHEET NO. r A DISABLE PA12KING ID SIGN SPEC. BOOK, SHF=ET2,QL U4 F112E HYD12ANT PER CIVIL'S PLANS. uj ON SPEC. Suc5lzl SPEETJ2.QL F112E LANE SIGN AND DRAWING SHEET QJ5 INSTALL & PROVIDE CONC12ETE BY QUICKCRETE BOLLARD-MODEL u.- GS-58 P120DUCTS CORP. <9>I FP-1 FQR LQ ATIQN:g, . one MANUFACTURER'S LIST Q)6 INSTALL E PROVIDE RMFC-24 STEELSITES, METAL BENCH BY: VICTOR STANLEY, INC, U7 INSTALL � PROVIDE 6 - GIVERNY # 5547 INVISIBLE STRUCTURES, INC. SMITH E HAWKEN WOOD BENCH BY SMITH AND HAWKEN .'esew 0or MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE INSTALL E PROVIDE BIKE RACK MODEL tt: 2175-8 0 'je. 8042 DRIFTWOOD D121VE PASADENA, CA U8 COLOR; RAL 7006 u Z) EACH, CA 92646 (626) 584-0544 HUNTINGTON BE BY: COLUMBIA CASCADE (714) 536-3772 WWW.SMITHANDHAWKEN- WWW.INVISIBLESTRUCTU12ES.COM T2ADE.COM BUS SHELTER PER ARCHITECT'S PLANS CONTACT: AL LASTUCK SHEET AIO.I COLUMBIA CASCADE VICTOR STANLEY, INC. CONST12UCT D.G. PATH E HEADER DETAIL--5—, SHEETJ.21- 120AD UO 1975 S.W. FIFTH AVENUE 2103 BRICKHOUSE 10� PORTLAND, OREGON 97201-5293 DUNKIRK, MA12YLAND 20754 INSTALL & P12OVIDE DETECTABLE DETAIL__A_, SHEET-EE--2 (503) 223-1157 (800)368-2573 Q J, WARNING MATF2 too WWW.TIMBE=-RFORM.COM WWW.VICT012STANLEY.COM CONSTRUCT 12" WIDE MOWCURB DETAIL--A—, SHEET1.21- QUICKCRETE PRODUCTS C012P INSTALL & PROVIDE 0 731 PARKRIDGE AVE. WASTE 12ECEPTACLE BY QUICKC12ETE P.O. BOX 639 PRE-CAST CONCRETE, SGUARE PRODUCTS CORP. NORCO, CA 92860-0639 SERIES. (909) 737-6240 MODEL ts OU-SO2028 W1 F14 ...... 7 TYP. -NING)o` WWW. QUICKCRETE.COM (MODIFIED WITH TOP OPE= CONTACT: B121AN GOTZ FINISH T-2, C3 LATTE. .40 BY QUICKCRETE U4 INSTALL & PROVIDE ASH U12N uj PRODUCTS CORP. P12ECAST CONCRETE, SQUARE SERIES. LL. MODEL ** OA-SOS1424A/ SQUA12E 'To, FINISH: T-2, C-3 LATTE, N501 /01N �6 Ns, QJ5 GATE & 6' HIGH W.I. FENCE PE12 ARCHITECT'S PLANS ui N%e QJ6 CONSTRUCT THICKENED EDGE DE=-TAIL__I_, SHEETj.2i_ TYP. 48 P-223'-Il- U7 CONST12UCT 12AIL FENCE DE=-TAIL__a—, SHEE-=TJ.2i_ 0 10 20 40 TYP. fi �7 777. -Tia.2- 7 17 CONSTRUCT EQUEST121AN T12AIL DETAIL SHEE ff IL BIKE T12AIL - CLASS I PER CIVIL'S PLANS. U9 3 usesi UO STREET LIGHT PER CITY'S PLANS DIVISION LINE T, A� TYP. -S OF FINISH. 6 BUS BAY -El BETWEEN TWO PE12 CITY'S PLANS TYPE j, TYP. % J j U2 PUBLIC SIDEWALK PER STREET IMP. PLANS S/ 0 0 OU12B E GUTTE12 PER STREET IMP. PLANS PA '0� 0 U4 HANDICAP RAMP PER STREET IMP. PLANS D P '0� , !BASE UNE RD.'! No. 24953 /o, REMOVED PLANTING TO BE PE12 STREET IMP. PLANS KEYMAP U5 PA 4 Exp.—l— 3(�6y _7 7, 7 7 46 RAMP PER ST12EET IMP. PLANS E E Civi FOR CITY USE ONLY Uf CA R EVISIONS i.1l-fqAlr,! 4.t- DeTAC2��_ SHE -TLZ2 =E= DATE DESCRIPTION APPROVED 47 ONSTRUCT SITE LIGHT 'W INITIAL DATE .-1 -- — . PER ELECTRICAL PLANS. TITLE: AND AS NOTED PER /03 Al ADDENDUM#1 STREET 08/04 CO ANS. NSTRUCTION PL WATIEWSEWER CONST12UCT SAWCUT JOINT DETAIL SHEETJ.2j-- GRO/DRAIN B. .12. TRAFFIC CONSTRUCTION loom%, tU9 CONSTRUCT FENCE & GATE PER ARCHITECT'S PLANS F_ FINAL CHECK PLAN R/W AS CONST. -R CITY STD. FOR PA12KING UO PRECAST CONCRETE WHEEL STOP SEE APPENDIX A PEE STALL LAYOUT HESE PLANS WERE PREPARED BY: FOR PRIVATE USE INITIAL DATE U DRAWN TB.C.R. CHECKED C 2 LIMIT OF OQK NAME DATE sl 51, n CITY OF RANCHO CUCAMONGA BASE LINE Q AD TYP. TYP, .............. 45 - - 42 47 42 43 45 PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER TYP. TYP. TYP. SHEET TITLE 11200 BASE LINE ROAD DRAWN BY: CEH B _69ff�77zVC776^1 F6 1 CHECKED BY: LM AP DATE: 07-21-03 DATE COMMUNITY SERVICE DIRECTOR SHEET: APPROVED SHEE/g� 0 F�Kd::p DRAWING OF— L NO. RCE NO. C12KO-INEER FCT Age."" #4 001111 MINI MANUFACTURER'S LIST CONSTRUCTION SCHEDULE MEMO DESC121PTION DETAIL /MANUFACTURER L ammo INVISIBLE STRUCTURES, INC. SMITH Z HAWKEN '"NTRA DETAIL A& CONST12UCT PEDEST121AN MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE A ---2_, SHEETJ.,..� CONC12ETE PAVING MATCHLINE SEE SHEET L1 .7 8042 D12IFTWOOD DRIVE PASADENA, CA HUNTINGTON BEACH, CA 92646 A MATCHLINE SEE SHEET L1 .6 CONST12UCT VEHICULA12 DETAIL (626) 584-0544 SHEETj.2d_ (714) 536-3772 WWW.SMITHANDHAWKEN- WWW.INVISIBLEST12UCTURES.COM TRADE.COM CONCRETE PAVING NMI_ CONTACT: AL LASTUCK -NCE GATE, WALL PER Al2CHITECT'S PLANS & W.I. FEE SIGN TYPE -SEE AA:ENDCK E OF THE MOJECT MANUAL F012 siGN FABeicAmONI. 46 12AMP PE12 STREET IMP. PLANS COLUMBIA CASCADE VICTOR STANLEY, INC. DETAIL SHEET LLZL IMSMEMN NOTE 1975 S.W. FIFTH AVENUE 2103 B12ICKHOUSE 120AD CONST12UCT CONT120L JOINT. 47 c ____SkEETJ2�2 PORTLAND, 012EGON 97201-5293 DUNKIRK, MA12YLAND 20754 P120JECT ENT12Y ID SIGN SPEC. BOOK, SHEET QLf 1.02 ONST12UCT SITE LIGHT PER ELECTi�ICAL PLANS. CONST12UCT EXPANSION JOINT. DETAIL (503) 223-1157 (800)368-2573 SHEETJ..� AND AS NOTED PE12 WWW.TIMBE12FO12M.COM -Y.COM "V-%, "TIP" CONST12UCTION PLANS. WWW.VICTORSTANLE GENE12AL PA12KING SPEC. BOOK, SHEET QL MOWCU12B Y CONST12UCT 6 DETAIL A -_a_, SHEETL2j_ REGULATION SIGN QUICKC12ETE P120DUCTS C012P CONSTRUCT SAWCUT JOINT DETAIL I SHEET_LzL_ 731 PA12KI21DGE AVE. RANCHO CUCAMONGA PA12KING REGULATION SPEC. BOOK, SHEET= P.O. BOX 639 CONSTRUCT 'GRASSPAVE E DETAIL I SHEET-fp--2 SIGN U9 CONST12UCT FENCE E GATE PE12 ARCHITECT'S PLANS NORCO, CA 92860-0639 MOWCU12B BY: INVISIBLE _.\c� (909) 737-6240 VEHICULAR DIRECTIONAL STRUCTURES, INC. SPEC. BOOK, SHEET 2,QL (@ PRECAST CONCRETE WHEEL STOP SEE APP WWW. OUICKCRETE.COM SIGN ENDIX A /0 CONTACT: B121AN GOTZ PER CITY STD. F012 PA12KING A CONST12UCT LIMITED ACCESS DETAIL S EET p SH -fe TALL LAYOUT AREA ENT12Y ID SPEC. BOOK, SHEET3,QL& 3.02 �2) CURB E_- (9) 6" HIGH CONCRETE PER' CIVIL'S PLANS. STOP SIGN SPEC. BOOK, SHEET 4,QL CU12B ONLY PER CIVIL'S PLANS. 91-9" Q0j 6" HIGH CONC12ETE SPEED LIMIT SIGN CU12B F, GUTTE12 SPEC. BOOK, SHEET 5,QL F-sooll A4 BID ALTERNATIVE: ADD SITE BENCHES . Q ACCESSIBLE RAMP PER CIVIL'S PLANS. TYP. PA RjM DESIGN GROUP INC, SENIOR & COMMUNITY GN SPEC, BOOK, SHEETJLQJ_� 11.02 CO-NCRETE COLOR AND FINISH SCHEDULE 31591 CAMINO CAPISTRANO CENTER ID MONUMENT S1 SHEET NO. QJ2 SERVICE AREA PER CIVIL'S PLANS. SAN JUAN CAPISTRANO,CA 92675 DISABLE PARKING ID SIGN SPEC. BOOK, SHEET QL 949-493-2600 FAX 949-493-2690 —2, WWW.RJMDESIGNGROUP.COM COLOR., NATURAL G12EY 4" CU12B PE12 CIVIL'S PLANS. 10 SPEC. 90(7, SPEETD-22a FINISH., NON-SLIP, STEEL T120WEL F112E LANE SIGN AND D12AWING SHEET CONSULTANT: FP_I FOR LQQATIONS. LBJ COLOR: NATU12AL GREY ID CONCRETE PE12 ELECTRICAL PLANS. FINISH: MEDIUM B1200M ELECTRICAL T12ANSFORME12 PA PA- Q5J AC PAVING PE12 CIVIL'S PLANS. UC COLOR: NATURAL G12EY Q6J PA12KING LOT PAINT PE12 CIVIL'S PLANS AND ST121PING SIGNAGE E ST121PING PLAN LIIj (L7) COU12TYARD WALL, PER ARCHITECT'S PLANS FENCE, AND GATE 18 HANDICAP SIGN E12 IVIL'S PLANS Pologgli PER �CIVIL'S PLANS 1119 HANDICAP STRIPING PER CITY STD. FOR - �. 1 -1 11-1 4 c PARKING STALL LAYOUT PA SUB CONSULTANT: TYP. 10 0 T12ASH ENCLOSURE, PE12 Al2CHITECT'S PLANS GATES, E WALLS 47 D TYP. YA12D GATE 9 SERVICE PER ARCHITECT'S PLANS It -12VICE YA12D WALL -CT'S PLANS I QJ2 SE PER ARCHITE B TYP. 1� PILASTER -T INSTALL & PROVIDE FLAGPOLE DETAIL -E= ___6__, SHE -L2,L p U3 F112E HYD12ANT A TYP. PE12 CIVIL'S PLANS. 1;2:-A 19- sea CONCRETE BY QUICKCRETE Q5) INSTALL E PROVIDE BOLLARD-MODEL a: QS-5B PRODUCTS CORP. E TYP. �j A U6 INSTALL E P12OVIDE 12MFC-24 STEELSITES METAL BENCH BY- VICTOR STANLEY, INC, INSTALL E P12OVIDE TYP. 6' - GIVERNY u 5547 WOOD BENCH BY SMITH AND HAWKEN loe all INSTALL & P12OVIDE BIKE PACK MODEL *v 2175-8 PA COL012: 12AL 7006 BY, COLUMBIA CASCADE all U9 BUS SHELTE12 PER ARCHITECT'S PLANS A c@ Is SHEET 410.1 Is— fill UO CONST12UCT D.G. PATH E HEADER DETAIL SHEET-L2,L 00" Age. P. 09 a, Lu x 01 PA DETAIL d SHEET EE-_2 �21) INSTALL E PROVIDE DETECTABLE WARNING MATS C ZOO U DETAIL__4_, SHEE=-TL21_ too 8%. U2 CONST12UCT 12" WIDE MOWCU12B sell INSTALL & P12OVIDE L 15 WASTE 12ECEPTACLE BY QUICKCRETE �PA� PRE-CAST CONCRETE, SQUARE P120DUCTS CORP. lose TYP. I UJ SERIES. MODEL u OU-SO2028 W/ F14 uj PA "llift- (MODIFIED WITH TOP OPENING), z T-2, CS LATTE. :D FINISH. orb ui _.0e BY QUICKCRETE -swoolIssol > INSTALL Z PROVIDE ASH U12N PRODUCTS CORP. 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LICENSE NUMBER FILE TYPICAL EXPANSION JOINT w CITY OF RANCHO CUCAMONGA SAWCUT JOINT 6z Zia, 0 4r GENERAL NOTE PROJECT NAME CENTRALPARK EMS SENIOR , NN /I I I in JOB NO.: 290-70 A DIGITAL FILE WILL BE=- P12OVIDED TO THE CONCTRACT012 �0'1 " - - I FIE LIGHT PEDESTAL FOR ,/ S�, SENIOR CENTER AND COMMUNITY CENTER "SB" LIGHT TYPE & 0 11200 BASE LINE ROAD DETAIL 3A � 3B, SHEET L2.2 PRIOR TO THE STA12T OF CONST12UCTION TO ASSIST THE mr,\= m m 0� m — all SHEET TITLE DRAWN BY: CONCT12ACTOR / SU12VEYOUR IN ESTABLISHING HORIZONTAL �0.0 CEH z3?. CONC12ETE PAD F012 CONTROLS NECESSA12Y TO FIELD STAKE PAVING, WALKS, MATCHLINE SEE SHEET L1 . 1 CHECKED BY: LM "SC" LIGHT TYPE WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE APPROVED LIGHT BASE F012 "SE" LIGHT TYPE 2.INSTALL ALL 112RIGATION SLEEVING, PIPING, AND CONTROL DATE: 07-21-03 7_ DETAIL 2A E 2B, SHEET L2.2 WIRE NECESSARY FOR FUTU12E IRRIGATION SYSTEM SHOWN , DATE CodmUNITY SERVICE DIRECTOR CONCRETE PAD F012 IN IRRIGATION 12EFF-RENCE - ONLY SETS. APPROVED SHEET: "SG & SH" LIGHT TYPE SHEE OF L......... DRAWING OF- Ll NO. DATE RCE NO. T rT1 'N @ INSTALL E PROVIDE 6 - GIVERNY 5547 WOOD BENCH BY SMITH AND HAWKEN INSTALL Z P12OVIDE BIKE 12ACK MODEL u: 2175-8 k_,,.hNTRAL COLOR: 12AL 7006 sump BY: COLUMBIA CASCADE BUS SHELTE12 PE12 ARCHITECT'S PLANS SHEET AIO.I CONSTRUCT D.G. PATH HEADER DETAIL--5—, SHEETJ.2i- Q jo MATCHLINEI' SEE SHEET L1 .7 'Romp.. L -CTABLE DETAIL INSTALL E P12OVIDE DETE SHEET EP-2 VVA12NINGMATS MEN- U2 CONSTRUCT 12" WIDE MOWCURB DETAIL A SHEETJ.2j— CONSTRUCTION SCHEDULE -6 INSTALL � PROVIDE WASTE RECEPTACLE BY QUICKCRETE P A R K DESCRIPTION DETAIL /MANUFACTURER -TE, SQUARE PRE-CAST CONCRE PRODUCTS CORP. SERIES. RANCHO CUCAl\4ONGA CONST12UCT PEDESTRIAN DETAIL__2_, SHEETj.21_ MODEL ** OU-SO2028 W/ F14 CQN012ETE PAVING (MODIFIED WITH TOP OPENING), CONST12UCT VEHICULAR DETAIL--2—, SHEET-L2i- FINISH- T-2, C3 LATTE. klt� CONCRETE PAVING QJ4 INSTALL Z P12OVIDE ASH U12N BY QUICKC12ETE Alf, PRODUCTS CORP. GATE, WALL PER ARCHITECT'S PLANS P12ECAST CONCRETE, SQUARE W.I. FENCE 24 SERIES. MODEL ** QA-SQS1424A/ SQUARE CONST12UCT CONTROL JOINT. DETAIL---i—, SHEETJ.2L- TYP. 7, FINISH: T-2, C-3 LATTE. >CHITECT'S PLANS CONSTRUCT EXPANSION JOINT. DETAIL I SHEET_L2.A_ U5 GATE E 6' HIGH W.I. FENCE PER AQ U6 CONSTRUCT THICKENED EDGE DETAIL SHEET -2,L CONSTRUCT 6' MOWCURB DETAIL--a RJM DESIGN GROUP INC. SHEET L2d-- 31591 CAMINO CAPISTRANO Q)7 CONSTRUCT 12AIL FENCE DETAIL--a—, SHEET1.21— CONSTRUCT 'GRASSPAVE E DETAIL—j--, SHEET-fE-2 0 SAN JUAN CAPISTRANO,CA 92675 949-493-2600,FAX 949-493-2690 MOWCU12B BY: INVISIBLE EQUESTRIAN TRAIL -TAIL SHEETJ.,2� WWW.RJMDESIGNGROUP.COM STRUCTURES, INC. CONSTRUCT E DE __L_ CONSULTANT: BIKE TRAIL - CLASS I PE12 CIVIL'S PLANS. CONSTRUCT LIMITED ACCESS DETAIL 2 SHEE-T-EE-_2 Q9) CU12BIF x rD (c') 6" HIGH CONCRETE PE12 CIVIL'S PLANS. UO STREET LIGHT PER CITY'S PLANS CU12B QNLY 5 TYP. BUS BAY PER CITYS PLANS (jo 6" HIGH CONCRETE PER CIVIL'S PLANS. CURB E GUTTER U2 PUBLIC SIDEWALK PE12 STREET IMP. PLANS ACCESSIBLE RAMP PE12 CIVIL'S PLANS. TYP. ro U2 SERVICE AREA PER CIVIL'S PLANS. 0 CU12B Z GUTTER PER ST12EET IMP. PLANS oo_� 4" CU12B PER CIVIL'S PLANS. 104 HANDICAP RAMP PER ST12EET IMP. PLANS EET IMP. PLANS PER STR U5 AC PAVING PER CIVIL'S PLANS. ........ 0......... �4 SHE 47 CONST12UCT SITE LIGHT DETAIL2:f�a ETI.2,2_ U6 PARKING LOT PAINT PE12 CIVIL'S PLANS AND PE12 ELECT121CAL PLANS. STRIPING SIGNIAGE E STRIPING PLAN LII.1 AND AS NOTED PER CONST12UCTION PLANS. (j7 COURTYA12D WALL, PER ARCHITECT'S PLANS ploop� I CONST12UCT SAWCUT JOINT DETAIL S H E E Tj, FENCE, AND GATE HANDICAP SIGN PE12 CIVIL'S PLANS 49 CONST12UCT FENCE GATE PE12 ARCHITECT'S PLANS A 9 PER CIVIL'S PLANS Z 19 HANDICAP STRIPING Zl� PER CITY STD. FOR PRECAST CONCRETE WHEEL STOP SEE APPENDIX A PARKING STALL LAYOUT UO PER CITY STD. FOR PARKING A 20 T12A H ENCLOSURE, PE12 ARCHITECTS PLANS STALL LAYOUT (A GATES, E WALLS SERVICE YA12D GATE PE12 ARCHITECT'S PLANS 0 U2 SE12VICE YA12D WALL PE12 ARCHITECT'S PLANS PILASTER INSTALL E PROVIDE FLAGPOLE DETAIL--6--, SHEET L2j_ uj <9- U4 FIRE HYDRANT PE12 CIVIL'S PLANS. U5 INSTALL E PROVIDE CONCRETE BY QUICKCRETE 09 4"% BOLLARD-MODEL *t: QS-513 PRODUCTS CORP. Lu 0 dW U6 INSTALL Z P12OVIDE RMFC-24 STEELSITES 0 METAL BENCH -By: . VICT012 STANLEY, INC- TYP. TYP.�' 15 00" 47 Age. TYP. 10 a dOO TYP. ABBREVIATIONS rp ABB12EWSYMBOL DESCRIPTION TYP- LBif IL A B.C.R. BEGINNING OF CURB RADIUS CENTE12 LINE 4c ALIGN TYP. 24 C.O.C. CENTER OF COLUMN -NDx E OF THE P;20�ECT MANUAL FOR F CAn0N. C.O.P. CENTER OF PILASTE12 SIGN TYPE -sm=Appr= qGN Am G %.op E.O.C. EDGE OF CONC12ETE DESC121PTION NOTE 0 FOR COURTYARD AREA, F.O.B. FACE OF BUILDING Age.. PROJ CT ENTRY ID SIGN SPEC. BOOK, SPEETJLU 1.02 < REFER TO SHEET LI.9 F.O.F. FACE OF FENCE .01 LA_j F.O.W. FACE OF WALL GENERAL PARKING SPEC. BOOK, SHEET6,QL TYP. 6 F.O.P. FACE OF PILASTER REGULATION SIGN 0 UO PLANTING Al2EA PA12KING 12EGULATION PA SPEC. BOOK, SHEET= SIGN P.O.B. POINT OF BEGINNING AOL TYP. u. TYP. TYPICAL VEHICULA12 DIRECTIONAL SPEC. BOOK, SHEET2,QL EXPANSION JOINT SIGN uj SAWCUT JOINT AREA ENT12Y ID SPEC. BOOK, SHEET aQL Z 3.02 STOP SIGN SPEC. BOOK, SHEETAQL ....... LIGHT PEDESTAL FOR "SBw LIGHT TYPE AA, EL -N SPEED LIMIT SIGN DETAIL 3A 3B, SHEET L2.2 SPEC. BOOK, SHEET 5,QL CONCRETE PAD FOR a SEN1012 E COMMUNITY SPEC. BOOK, SHF-ETJLQL-E 11.02 "SO" LIGHT TYPE CENTER ID MONUMENT S11%I,I 6 < > SHEET NO. 13 LIGHT BASE FOR SOUTHERN PAC19C RAIRPAD "SE" LIGHT TYPE DISABLE PARKING ID SIGN SPEC. BOOK, SHEET 2,QL uj < DETAIL 2A E 2B, SHEET L2.2 C. 0001z, SPEE CONC12ETE PAD FOR FIRE LANE SIGN >AWING SHEET AND DQ "SG Z SH" LIGHT TYPE EEI , LOCAT ONS. X GENERAL NOTE A DIGITAL FILE WILL BE PROVIDED TO THE CONCT12ACT012 PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE AL CONCT12ACTOR SURVEYOU12 IN ESTABLISHING H0121ZONT TYP� 7 j V. CONT12OLS NECESSARY TO FIELD STAKE PAVING, WALKS, WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE No. 24953 BASE LINE RD. O'� KEYMAP Exp. '& TYP25 00,16 -EVING, PIPING, AND CONT (NTS) ZINSTALL ALL 112121GATION SLE ;20L "p 10 WIRE NECESSA12Y F012 FUTURE 112121GATION SYSTEM SHOWN , Ivi 8 TY -13- UF rat -FERENCE ONLY SETS. REVISIONS FOR CITY USE ONLY IN IRRIGATION RE 6�. FOR COURTYARD AREA, 11 1111 111111 JONI, REFER TO SHEET L1.12 DATE DESCRIPTION APPROVED INITIAL DATE 0 TITLE: 0 08/04/03 ADDENDUM#1 STREET WATER/SEWER �o GRO/DRAIN CONSTRUCTION TRAFFIC B TTP. FINAL CHECK PLAN R/W too a 00 AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE L �f MANUFACTURER'S LIST INITIAL DATE (47 too, $it ois DRAWN All 1.10 A�� ESS Z, TYP. A00RE CHECKED STRUCTURES, INC. SMITH E HAWKEN $Wl INVISIBLE ._i�% U.—.4 $lot also../ MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE NAME DATE t CONCRETE COLOR AND FINISH SCHEDULE 8042 DRIFTWOOD DRIVE PASADENA, CA EXISTING CONDTIONS LICENSE NUMBER FILE o HUNTINGTON BEACH, CA 92646 (626) 584-0544 8 -N (714) 536-3772 WWW.SMITHANDHAWKE= NOTE CITY OF RANCHO CUCAMONGA WWW.INVISIBLEST12UCTU12E=-S.COM TRADE.COM LAJ COLOR: NATURAL GREY EXISTING SIDEWALK PROTECT IN PLACE FINISH: NON-SLIP, STEEL TROWEL CONTACT-. AL LASTUCK PROJECT NAME CENTRAL PARK J 0 B N 0.: 290-70 LBJ COLOR: NATURAL G12EY EXISTING TREES, TURF P120TECT IN PLACE COLUMBIA CASCADE VICTOR STANLEY, INC. SENIOR CENTER AND COMMUNITY CENTER FINISH: MEDIUM B1200M AND 112RIGATION 1975 S.W. FIFTH AVENUE 2103 BRICKHOUSE ROAD 11200 BASE LINE ROAD 0 PORTLAND, 012EGON 97201-5293 DUNKIRK, MA12YLAND 20754 S H EET TITLE DRAWN BY: CEH Lci COL012: NATU12AL GREY EXISTING LIGHT POLE P120TECT IN PLACE (503) 223-1157 (800)368-2573 0 10 20 40 FINISH: MEDIUM SANDBLAST WWW.TIMBERFORM.COM WWW.VICTO;2STANLEY.COM 0A161xl)0776A1 IPITW CHECKED BY: LM COL012: 4821 SHADY 12ED INTEGRAL COL012 CHROMIX APPRO ED MATCHLINE SEE SHEET L1 .3 N/A N/A QUICKCRETE PRODUCTS CORP /P ADMIXTU12E BY L.M. SCOFIELD 731 PARKRIDGE AVE. DATE: 07-21-03 EXISTING CURB GUTTER PROTECT IN PLACE P.O. BOX 639 NORCO, CA 92860-0639 DATE (c M- MUNITY SERVICE DIRECTOR E COL012: 0-32 (SHADY RED) INTEGRAL COL012 CHROMIX (909) 737-6240 APPROVED SHEET: ADMIXTURE BY L.M. SCOFIELD WWW. QUICKCRETE.COM SHEET O� FINISH: MEDIUM SANDBLAST CONTACT' BRIAN GOTZ DRAWING OF L1 .5 K(Lo I NO. DATE RCE NO. LcI?_lN INEER I mt,-r r.,mll t-N_r '000,� CONSTRUCTION SCHEDULE DESCRIPTION DETAIL /MANUFACTURER CENTRAL U3 CURB GUTTER PE12 STREET IMP. PLANS 0� U4 HANDICAP 12AMP PE12 ST12EET IMP. PLANS CQNCRETE PAVING CONSTRUCT PEDESTRIAN DETAIL__2_, SHEET L2,,I_ CONST12UCT VEHICULAR DETAIL___2_, SHEETL2j_ PLANTING TO BE REMOVED PER STREET IMP. PLANS CONCRETE PAVING 12AMP A GATE, WALL PER ARCHITECT'S PLANS 46 A\ PE12 STREET IMP. PLANS Z W.I. FENCE L CONSTRUCT CONT120L JOINT. DETAIL I SHEETJ,� CONST12UCT SITE LIGHT OETAIL:2��Z_ SHEETI 2.2— Q9 0 16 h oh.. IVA PER ELECTRICAL PLANS. AND AS NOTED PER CONST12UCT EXPANSION JOINT. DETAIL I SHEETL2d_ CONST12UCTION PLANS. CONSTRUCT SAWCUT JOINT DETAIL I SHEET_L2j__ CONST12UCT 6" MOWCURB DETAIL SHEET P A R K L2i— RANCHO CUCAMONGA (U9 CONST12UCT FENCE E GATE PER ARCHITECT'S PLANS CONSTRUCT 'GRASSPAVE Z DETAIL SHEET=- Is MOWCU12B BY: INVISIBLE ((go PRECAST CONCRETE- WHEEL STOP SEE APPENDIX A STRUCTURES, INC. PE12 CITY STD. F012 PARKING �1_ CONST12UCT LIMITED ACCESS DETAIL STALL LAYOUT __Z_, SHEET f2-2 CURB 6" HIGH CONCRETE PE12 CIVIL'S PLANS. CURB ONLY Q0j 6" HIGH CONCRETE PER CIVIL'S PLANS. A4 BID ALTERNATIVE: ADD SITE BENCHES . CURBE GUTTER CONCRETE COLOR AND FINISH SCHEDULE UI ACCESSIBLE RAMP PER CIVIL'S PLANS. RJM DESIGN GROUP INC. /0"*.% 31591 CAMINO CAPISTRANO F CRIPTION U2 SERVICE AREA PER CIVIL'S PLANS. SAN JUAN CAPISTRANO,CA 92675 LA 949-493-2600 FAX 949-493-2690 j COLOR: NATURAL GREY WWW.RJMDESIGNGROUP.COM FINISH: NON-SLIP, STEEL TROWEL 4" CU12B PER CIVIL'S PLANS. LBJ COLOR: NATU12AL G12EY CONSULTANT: FINISH: MEDIUM B1200M SOUTHEPN PACIFIC./ AILQOAD 0 QJ4 CONCRETE PER ELECTRICAL PLANS. [f j COLOR: NATURAL G12EY 0 .0014%, 1 ELECT121CAL TRANSFOIZME12 FINISH: MEDIUM SANDBLAST Q5J AC PAVING PE12 CIVIL'S PLANS. LD COL012: 4821 SHADY RED INTEGRAL COL012 CHROMIX PER CIVIL'S PLANS AND ADMIXTU12E BY L.M. SCOFIELD U6 PARKING LOT PAINT 1`0� STRIPING SIGNAGE � STRIPING PLAN 1-11.1 Q7J COURTYA12D WALL, PER ARCHITECT'S PLANS FENCE, AND GATE E COLOR: C-32 (SHADY RED) INTEGRAL COLOR CHROMIX ADMIXTURE BY L.M. SCOFIELD HANDICAP SIGN PER CIVIL'S P�AI�S,__ FINISH: MEDIUM SANDBLAST A A\ PE12 CIVIL'S PLANS E 19 HANDICAP STRIPING PE12 CITY STD. F012 PARKING STALL LAYOUT SUB CONSULTA T: EXISTING CONDITIONS 20 TRASH ENCLOSURE, PER AR HITE 12MCRIEMN NOTE GATES, � WALLS 'EXISTING SIDEWALK P12OTF-CT IN PLACE SERVICE YA12D GATE PE12 ARCHITECT'S PLANS P120TECT IN PLACE QJ2 SERVICE YARD WALL PE12 ARCHITECT'S PLANS EXISTING TREES, TU12F Z PILASTER AND IR121GATION INSTALL Z PROVIDE FLAGPOLE DETAIL--6—, SHEET EXISTING LIGHT POLE P120TECT IN PLACE /A U4 FIRE HYD12ANT PER CIVIL'S PLANS. N/A U5 INSTALL Z PROVIDE CONC12ETE BY QUICKCRETE EXISTING CU12B Z GUTTE12 PROTECT IN PLACE BOLLARD-MODEL **.# QS-513 PRODUCTS CORP. U6 INSTALL Z PROVIDE RMFC-24 STEELSITES SIGN TYPE -SF-r=APPM�,M E OF THE P120ZCT MANUAL FCQ SIGN FABIWATON. METAL BENCH BY: VICT012 STANLEY, INC INSTALL Z PROVIDE 6 - GIVE=-2NY u 5547 WOOD BENCH BY SMITH AND HAWKEN aRIKIM NOTE .0/ 0 U8 INSTALL Z PROVIDE BIKE PACK MODEL u: 2175-8 PROJECT ENTRY ID SIGN SPEC. BOOK, SHEETJQLE 1.02 TYP. COLOR: 12AL 7006 37 7 v"I BY: COLUMBIA CASCADE GENERAL PA12KING SPEC. BOOK, SHEET6,QL Fiesses! 12_ ' 010� Q� uj REGULATION SIGN TYP 3 45 BUS SHELTER PER ARCHITECT'S PLANS < > N, U9 W ..W N ABBREV SHEET AIQ.I PA12KING REGULATION SPEC. BOOK, SHEET= ..........\ TYP. =Mai _T SIGN EJ EXPANSION JOINT UO CONSTRUCT D.G. PATH HEADER DETAIL 5 SHEE -L2.1— <�> TJ TOOLED JOINT 1A. 14� TYP. 6 VEHICULAR' DIRECTIONAL SPEC. BOOK, SHEET 47 V4 SIGN INSTALL Z P12OVIDE DETECTABLE DETAIL—A—, SHEET EP-2 Lu EQUESTRIAN WARNING MATS T12AIL Z: AD AREA ENTRY ID SPEC. BOOK, SHEET QLE 3.02 TYP. TYP. TYP. 06 Awowftm%� 45 U2 CONST12UCT 12" WIDE MOWCURB DETAIL SHEE 40 f___1 X J0`1 N --A- 2 10 %*k* 7 1 1 INSTALL E PROVIDE Z LBJ 3 9 10 F *4 amp PA , I STOP SIGN SPEC. 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PLANS EXISTING CONDTIONS , 1\ �� I I I I .11 - _� I'll I I 11 11 I ', 11� I ,":, �� v "I" I �' I, 1. �I, � o. -4953 1 lovolft4l� llk� I I 11 1, 11 I 'll — I I � 11, I ; I I I I'll I '_ 11 I- --1, Z�1 \ �0 ______I---__ ,'' _"�,:_�_ r, _ , I I I , /11\ I I I I-- 01IIII "_�,____� /1' - /` , "I - I _ - 11 11�I, "I "I'll I I "''Ill 11 , , -:�, "7 � " I I-1111 I '' - - I I -, - ��:,�-"",-, _; �, -. I ,�"I I I :, ,, �' , I" I'' I , I I I I ro � 11 � �,I � I I I I I I I I I 10-1-a.0 26 , 6 L 3 3 TYR. I 00,111% 1225MEMN NOTE I 11 I -1 I -1 I I , `1�� Exp, -) 3 11 -, I , I I �, I I \,_L_, I � I ____ I� I I m Q5) PLANTING TO BE REMOVED PE12 STREET IMP. PLANS /-I I , \0 I E 0 1 1 1 1 KE=-YMAP i�:; 'N ,4 A 11 I (,�-�) EXISTING SIDEWALK PROTECT IN PLACE 'k I , � �I NTS "Is i 7 It-, �Ivl%_ — , I ) , � '1414\ 1, --- ____ -_ 11— ,� b\ owpo� I /__�_\ 00"I,,11:111� � I 1 46 12AMP PE12 ST12EET IMP. PLANS J--% N CAO� I I a �, - REVISIONS FOR CITY USE ONLY I I I "',\�o-""i� i 00/ Mw cm,' '� MM � BMW ___� /1___\/1___.*�/1 �_-,--��, --- - - -- - �-_�_10__�=11-11, (D EXISTING TREES, TU12F P120TECT IN PLACE - � _-,___, --7' 11 I I I EEEEE I MI E27 AIL:f � T-LI � AND 112121GATION DATE DESCRIPTION APPROVED INITIAL DATE IIIIIIII , - I I .Ol I ", . I -- I I - ME - I 1) _Z� , ,1# , , " rr__m * - - ,� I" �:,��,c,''7, I�, " � T TITLE: ''I ", I , _ 11 - I - _,." � � __, :,� _'', ,:" ,",� �, I 1__4v" - 9!!D2' �� . J, 1 47 CONSTRUCT SITE LIGH PE12 ELECT12'ICAL PLANS. 0 % % I I I I z �I/ '�, -,"-,�', I ,: -, C ,"�,, 1� "I I 1'�:I" ,_ �:�" 1, 11 ) 1- I . , - 11 � ,'�,�% I I I B : I- 1 08/04/03 ,& ADDENDUM#1 STREET : _�I— - .111�__77�17�� -----------------— ( - 11 "'' � 7�7 . " '� -1 I a AND AS NOTED PER EXISTING LIGHT POLE PROTECT IN PLACE � I I �, . ��. � . I :-, ", �:,* "*� '�",�, ,�,�,�..._:`�-��,�!� ,:--''" I � � � :, PA PA I I , 1� '.�:,��_,�I .- I , ,':.,._�,I_ '_ '1,1�: -4 "I, � 11 11 I Q CONST12UCTION PLANS. WATER/SEWER 11 .� , �" , '' �� _��.� �: - . � , . , , if) . I'., � " 1, �,�, �,,, _', I S � �*W"%� 0 4 8 16 , :1 - ,:'_.", � ; .: . �, 1�� :,�:, � � . I � a- �': '' '�' ,:.' ' _ - I � — ---T- . . - I i , .1� �, :._,�::".��, I � GRO/DRAIN c I "I , �, ;,: :' �', "', � __ I-. 11 I'�', -1 . I N/A N/A I. ._.-IMMM111111--------------------------------------_j � I - : . �,��_, � �: ,11, I (.1. a . DETAIL _ _ ? w �_ "', "" � -1 ."', _ � __I_, SHEET LI CONSTRUCTION I I : 1� � �11 1, ..,4_'��_,,_": �, I I I I L_ 4 M I 11 I �� T FFI 1; , I`_%--1 :,. �,�,.: �,;_ , - , I I I > , ,, , , �U48 CONSTRUCT SAWCUT JOINT 9 : 1:" � ",- � � . �� :"�',,' I I - I �I ': 1. % -7 %�,". �` �I , ,� I r1___11% -_ --_ I I �, � ., , : �. * �111 I I 0 1 1* , �� ''I�, , 0 b P-I q :_",�',� ,. ,.. .. I r, : � , I�,.,",�,"-I .. I AWML- FINAL CHECK . _" 'A,`:,��I%.%,:, .: I I I "I " /,- I I " .., .:", 1 , �, I � ) I PLAN . , '. "I", ":�.. '' : � � ,.:,:�,� �_�__�, � �_�,:, �' , �1. , L0 11,� 11. ., � . 11 I /�� I I . I � I L :__ CONSTRUCT FENCE E GATE PE12 ARCHITECT'S PLANS ,� /=\ EXISTING CU12B E GUTTER PROTECT IN PLACE 11 . . 1. �.%::'_...� `_ 11 I . 111, I /_�. I I j I B TYR. 0 \I - . 1�_'' t�.:.''�: t"'" __ � �,*`1 .. :, , --I - r lool%%� I -, , _ � 11 . I �.� I,.� ".: 1� IF � . ��_ � . . . � - Ell 1� ;I"- , _ :,""'. �,",,��1� I I , I I j AS CONST. .%,,,",_ " �_ I - I d > �.',,"' .'"�,�": ' , ,,�,,�,�,��,�,�,:".".,%,",--, I I I... � , , , I � _ ,_1. . '. , , �' UJI I- , ��," �: .,". .1 I .: � ( P12ECAST CONC12ETE WHEEL STOP SEE APPENDIX A :"I .1.,�%.% . �.� ._ .:1 1-1''�, :_,�,_� 1111111ir UO ' , � I -, - ��.`� ..., 0 1 PER CITY STD. F012 PA12KING SIGN TYPE -SEE APPENDDIC E OF THE PRO�ECT MANUAL FOR SGN FABRICATON I I - ,",,� :�,�, _�,,:��,,,"' -1 -� �;,� ''4 ,I-��, -0" 74/2" 4'-2- i� I , _____ --- __ ; , - , .. ' ', - I I � �14,:'�"_','��, ,`.� . 4 , I I a _3� f---�� ,,;.'-. -, ,.- - ! __ \� , STALL LAYOUT I It I I,,. 1,I I I " "I"I 1, ,I I/�,� I ,7,71 1,, I''I "I -1 I I \__ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE I= TE � I I � _ - I I " - 1. , I , , _ REVISIONS bA'' ""�� ""'':1, _ , �:, - 1, T I �� -SCRIeIIQN Sea! 11 I " I _ , , I. ..'--"I-P� ,',�-p!_.'1`.— ., : 'wei � INITIAL DATE i 'r . `� - �, I 1111IIIIIIall I )q�� IL I - :'', :' '- ,�1,11, _' ', �,� - __�______1/�_____1____� E NOTE ,:1-- '�2� , - , , , ::� ''� "", 1:z , ", , - I 1_1 - ___� , - , I %, '' 1, � , � , "', ``�" I' � ;oil BOLLA12D LIGHT- � U!� ------� "'I � - 1 .�� ,'�. . , ,. �,,I I _', _�Z' 1, T, � %'. I - 4 PROJECT ENT12Y ID SIGN 1! , I 1, ��,,': :__ '' '' , 1, 1 I TYR. �,� 'N MANUFACTURER'S LIST !�X:Nvl, g_�P_rN_ I , , .�:, , . , , I ,,, ft SPEC. BOOK, SHEETj,QLf 1.02 �',;,�; _f �_, -1 1�� I 11, _:, �'�:�,%I�`� � -11 , � IN DRAWN _�, � Vj)crf,.�� , TYPICAL e �� -5 :-" , . �" �: '..",,I.....".;,,',-�%,�'..* ,_:1: I I I - "4 ., '04 , ,.�,,,05n A , - __ , - - --1-- , 1. - 1. ", Q1 I I , I 12" XI2" AC NT-1 ,_ ', :"� . � �',�. � ,� - ..�:,�."��;',_'�1. 1'.,� 1�: I I � I I'll"-I , ;��,�,\-.�,,��\ 7'7`�-, ��"� ':: ' , :"I �,,' 1. � 7 - I 101iI QR=9 ,,,, .7,,� �-,� �z'� : � I 11 CHECKED . � �C;2 -,x- 1� " I � �A - 1*_.. I�I�� 11� / \ GENERAL PA12KING SPEC. BOOK, SHE7=ET_L,QL ,_11 '-f,"', , I , ", , ,::I / I I I p"I"I'"I"III' Ff - -, -.-"n� I, � a I Q ""I", � z_ ,. , I 1�1�1 1�' I I' ll, , *`' ' 11" ,� %. _/ 111i''i 1, I � "' __ _ � I... , I I I # - �,,�,-,) ,� ,�,:. " 11- --11.".%, :.1 - I" 4 0 PA ,I I TYR. -GULATION SIGN INVISIBLE STRUCTURES, INC. SMITH E HAWKEN 11 � `- I : 1� . . � , I � ,� . 11 LAJ : 1�1 TYPICAL. -, �_, -1 �, '' , .1 "I A4 * BID ALTERNATIVE: ADD SITE BENCHES . RE NAME DATE I I I '�' '� 1: ' ,�' 11 '.,_;�� _. , 1 6 <�> -ARCH RELATIONS 519 SOUTH LAKE AVENUE �A; ' -1, ,�'. � ��, -.;1. i -, ", � ,01"I MAN 1� 1�I'I-,, ,-�,1`11 I-- �,�, ,:* --: � ", ,��_ 0 __ I I �f) 8042 D12IFTWOOD D121VE PASADENA, CA LICENSE NUMBER FILE F ', I � � � I I I � _1,*1 I : _ . ", PA12KING 12EGULATION SPEC. BOOK, SHEET= � ,� �:I;,� �I �1- -, . :.,,: %,� �, ,, I , CONCRETE COL02 AND FINISH SCHEDULE 5�1 n-a� � ,J11 -�_', ; .,�� _,:�:.�� , ,.��. - ":�: -1 1- __ I I HUNTINGTON BEACH, CA 92646 (626) 584-0544 k\ _1-, , : . ", � .1 . ,,;�': �:1, I V-11,1111 - I . . . ",� , � ,�� I - - --- % 11 . �_ I � ' 'I !Z) TYR. <z> SIGN � I , I I - ��',".� � * ':%'' � ;�� ,�"'. (714) 536-3772 WWW.SMITHANDHAWKEN- � 12�\ 1, � i ,- , 11�� 1''. 1; : , .," , . L" I '00I CITY OF RANCHO CUCAMONGA _ I I � � I� -1 ,"':� '. '"' ,�, _'� . � I -:, ��., - RECTIONAL SPEC. BOOK, SHEET QL '� .n.,\11 , � " I I ,�_:: � i. .: I ,_ ,-,, , 1, -,7-:-"-,7-�I I � ,I I :�:,,,,-----7-- 1 1 1, I 1 2 SQRIEIIQN VEHICULA12 DI __2, WWW.INVISIBLEST12UCTURF=S.COM TRADE.COM P;,�,,,o r�;,I .-;, '-1 ,,,,, ''I ''I �� ,, , 11 _1 � �, I I _111__� - : 11111 I / ,-,-- _ � I - 1 I '' I -1 I I 1 - , � I - 1- I I I , I - NATU12AL G12EY -cl , - 1 -, '11� ::I : i I- I N i - COL012 CONTACT- AL LASTUCK ��0/1 -'- fl., , 11c. � ,__�,",_..r,r,fi-_,� I __ — I 17- El - <�> SIGN N�?�'��,, 2_1___, 1 - "`.:,�` �!.,IIIIwIIopaIaIII��,,, . . .�.., I 001. I FINISH. NON-SLIP, STEEL T120WEL PROJECT NAME CENTRALPARK "�� 290-70' , : ,::, , '." ��, � .1 ,_ 1�1 " I — 1 - �',,*�:�,_:,:,;.�.;_� � , AREA ENTRY ID SPEC. BOOK, SWEET JOB NO.: I I � � �I � ., r--n _a,QL E 3.02 1 " '. ". ". - '. "'' *_ '� - I I SENIOR CENTER AND COMMUNITY CENTER . , � , * , I � . -� , I I COLUMBIA CASCADE VICTOR STANLEY, INC. I I I � , I. 1 - I -Y , � �: , .,,, , .��' : �" , , , I ": �,, :41�-�_-_'.,__. -111_-,, ,�% '.," 1� I " LBJ COLOR: NATURAL GRE < > 11200 BASE LINE ROAD I 11-,I I ; ��. �, ' ',�:,�..�"�:,� .:", I - - 0% 1975 S.W. FIFTH AVENUE 2103 B12ICKWOUSE 120AD - --- -,I "", � � - I .. c I I - DRAWN BY: CEH I I, 1 ,._:1-11 . ..":. , � , a = = = = FINISH MEDIUM B1200M I . . I = . � I : I . � 'I'll 1 : ��'. ,I � � MEESE IIIIIIIIIIIIII = = = = = = -- '"a f--" STOP SIGN SPEC. BOOK, SHEE=T-4,QL PORTLAND, 012EGON 97201-5293 DUNKIRK, MARYLAND 20754 SHEET TITLE I M_ m� � M 06M �:-: . . . IIIIIIIIIIIIIIIIIIIIIIIIIIIIII = w I � --w , _: I , , V00- I 1 --4'-6' (503) 223-1157 -2573 IIIIIIIIIIIIIIIIIIII � 90V ., �1,�.� .,:,* 11 . �, . n COL012: NATU12AL GREY <�> (800)368 IIIIp� IP41W � I :� � _*` : I ' ll I . - I - j 1-11,� �, I .,,_,� � ---.1;I- 0 FINISH: MEDIUM SANDBLAST Am, WWW.TIMBE12FO12M.COM WWW.VICT012STANLEY.COM 1/4 � CHECKED BY: LM � 11 — I I I ,,�,� ,- 'I'�,"',_ , '' � .,. , ,:�. , ED LIMIT SIGN I 1 - , ,"', I /� ,,,, 1, . :,-.'1.;,"""�:� , '' , I I r-" SPEE SPEC. BOOK, SHEET - I I I- � � . -, I - 1 5,QL I 1#1 I�]�I 1�-...1.I, .I .1 I � .; . ".;� :",� I 1�1_`__�_�___,/___�� APPROVED "I � I - 1! ,,�.:-'111 , I I 11 LD '; _,�: :�` -% :'';. . ;,. ."- ,: ,��,, , � . -- I , � _�_ I - � � 11 I LIUN N I I , <�> QUI _TE PRODUCTS CORP I I ��"__, `� ,I"��.�1,",,:--_'��%�-,"""��..� Z. � . 1� � B EEN CHLINE SEE SHEET L161 I - Aft. _j COLOR. 4821 SHADY 12ED INTEGRAL COLOR CH120MIX CKCRE J/ DATE: 07-21-03 , 11,1- ,_1� ,,�'.. . ,. , I _LD 731 PA12KI21DGE AVE. / 1 1,,',": __ :,_-, '_�/ - BY L.M. SCOFIE= � 'A.. -C. BOOK, SHEETJLQL_E 11.02 a , —0 I I I I TY ES OF F W. IF- I I — ADMIXTURE SEN1012 & COMMUNITY SPEE I 1 , I I I 11 1, I 11 I "I�,I �p_ I I 1) P.O. BOX 639 - "I I'll%��-_� � I I "I, 01 -1 T"I" kN on III 1") I zilFiNLSW�.��RAD-OM----�-_-,----.-"---"-.,--�l---Iol--.-'I 01_ DATE CCTMMLNfTY SERVICE DIRECTOR I I I 11 11 I I — ,"_,__—1, — 1c, 31- __�N_11__,_�_ -__--__,-,_,----, <�> CENTER ID MONUMENT SIGIII` SHEET NO. - NORCO, CA 92860-0639 1- , * _:, -, -1- " I ,JOI SHEET: , ,::,-,-.:-,-'',, , ,�- 11 1 -6240 - 1 , I - 11 . 11, 1 (909) 737 APPROVED ' " 1, .., "I�_�.� . ' ' ' DISABLE PARKING ID SIGN SPEC. BOOK, SHEET2,QL . - ' -,,-I.-' '' I I - ''. ___] - 1�, �:_ I - 1� " , � - 1 12" X 12" A CEN I T _ * " , "', � - I F= E COL02: C-32 (SHADY RED) INTEG12AL COL012 CH120MIX WWW. GUICKCRETE.COM SHEET/�� O� ? 111 I 11 _ � , ,;, �� 1 _7-��,`,'_ ", "I '�":�:'�'��:�:�� , ' I <�> I * ,,',�,::,.',,.,,��' , .��l , " ,,,,:_�'.,, 111. I 11 'I, I , — DRAW L I SQ JAPF=.q 11 1, �,_1 , _, -�. , - , �._,,_�� ADMIXTU12E BY L.M. SCOFIELD - LANE SIGN SPEC. 19001Z, SPEE7j2,QL I CONTACT; B121AN GOTZ OF— , � , , � _, � ma . 1 . , M �I 11 T I FINISH: MEDIUM SANDBLAST FIRE AND D12AWING SHEET (�10,� 11A �cw/('/jy NO. ING ,,8 I I I < >1 FP-I =012 LQQATIQN5. DATE RICE NO. L � f ZN G'I NiE E R —Tq--��( _____ I �� I : I I I 11 11 I I I I - 1 - 1 � , -1 I I I I I I 'll I I I � 1 ' 'I I , I I I I - - - � � I � - - ,"I , � , - "*' a , , - a - , , "' % a * , , "" � I" " - , .... * '*' , __ , a , I - I , ... , , , . 1 I - ' , - � a , a - , as - , * - ... , � I - -, , I a , a I ' " ' - , . __ � � -'.' � a - � a , a , * � I as , , - � I , , - . , , I , * , - , , - , , , " ,_ , , , , - � 1-1,"" , I I , , , - , "' ,`_ -"' _", " , - , , , - �11\ 400'.� ��""��""I�� ..,2 --a= �� z m IIIIIIIIIIIIIII INEW _�= I 1011 Iv � 11100 I * I ,T., , " -1� -T% ED W-� I I ` ` - � -11 0 I I " , ` - _ E-� I - - I- -4� I--,,I " I � � � " I-__ 1-1 ---,-I(r 11 I I � _" - � I - - � , � � _ , (, , -, - _ :� I I : '? - -�,- " ,"-:, "�-1 I I � 11 -11 11 I I I � I -1 - - 1- 1 , _ ,`-, I --` -,,-- I.-I"' " ,I- I I I - _ ,� _ I � I - - Y � , �, ,,, , � , - � , - I f , " , ' - ' ' � - , � - , - —1- " - - _ , , , , - , , _ ., � , , - , ,-,,,, �j J,1`�.-' 11 I lrppppwl , _ S-- , �_, — '' I ' ' ,IF ," I I , ''I , 1 .`i7 1� - * - I-- - .. - ?4- :14—: � - I 11----j— - - I �1. 11 _- . .. .... ...I - -.a. .. - I ,- . C. . r... . -t . � I . I - I I � � I I � � � I � � I � � � CONSTRUCTION SCHEDULE CURB E GUTTER & PER STREET IMP, PLANS "ENTRAL 00; MATCHLINE SEE SHEET L1 .4 -TAIL /MANUFACTURER DESCRIPTION DE -P ST12EET IMP. PLANS Q4) HANDICAP RAMP PE CONSTRUCT PEDESTRIAN DETAIL__2_, SHEET_L2j_ Map --W- pm_ ____� MIN!, -AM [mom I QQNQ12ETE PAVING q a C NCR 7-1 1. g; a 'a % a -ET IMP. PLANS CONST12UCT VEHICULA12 DE=-TAIL__2__, SHEET12L ONE w a U5 so '0 0 LL PLANTING TO BE 12EMOVED ... e "I" I I` - a PE12 STRE 'b's . , �4 a "OOP .1. % , _T sea 46 0 A, a ETE PAVING 71 46 12AMP PE12 STREET IMP. PLANS PLAN%.,0 IF Nook, GATE, WALL PER ARCHITECT'S I A A CO ANS. 8: AND AS NOTED PE12 NSTRUCTION PL LLLL"1. 3 �j 7 .3 .. . ,-I I!8'1�a a 84.04t,44� ____,-- . I I "31"-B" ,, ',,-", , , :1 -E TY -1 *1 � �- , I j .1% - - I ,I , - CONSTRUCT EXPANSION JOINT. DETAIL SHE=Tj.2L I CAL PLANS. CONSTRUCT CONT120L JOINT. DETAIL SHEET % J _JA,2� 47 CONSTRUCT SITE LIGHT -12 ELECTRI dm E W.I. FENCE -DIVISION,,LIN BETWEEN TWO',- ..TYPES OF,FINIS PEE P. 2 5 -.37e* % :9y� U8 CONST12UCT SAWCUT JOINT DETAIL A 1,1 - z ---------- ............. ....... -.40 1 i - _I... ....... SHEET so logo oil lots 0 30,080008000s 8.0 lose 188sposs loss lips sees Poe ItSIFF19 TO 111s stpe !41 - ------- ..... ...... Lr4m. , 1, .. ,- 1 ',7 , , , . - , , . I Mee ease go I as $losses ofsolso's tm goes slam Its! females _814,818$amm ml sell opkkoss's elsomests$logo sale 14618"8148i Bill 0,8$0 88811174 4411�8182 8418,8401$As$says A R S PLANS �C a 49 CONSTRUCT FENCE Z GATE PER ARCHITECT' RANCHO CUCAMONGA % -71 so lo' % . DETAIL =T .4b .'s CONSTRUCT 'GRASSPAVE E MOWCURB DETAIL SHEET-L2.1- CONSTRUCT 6 SHEF %sOg a 0 PRECAST CONCRETE WHEEL STOP SEE APPENDIX A MOWCURB STRUCTURES, INC. STALL LAYOUT BY: INVISIBLE PER CITY STD. FOR PARKING T a, 0 a- CONSTRUCT LIMITED ACCES DETAIL__2 4 a 's 46 -4p SHEET .0, a c r CU12B 46 ON sp r 4 so 00 Par- NO a ETE Appeases Ar 6" HIGH CONCRE PER CIVIL'S PLANS. CURB ONLY 'Ope/ 17' QOJ 6- HIGH CONC12ETE PE12 CIVIL'S PLANS. 0 mo T'yPi QU12B E GUTIER 12AMP ACCESSIBLE PER CIVIL'S PLANS. 0 RJM DESIG G INC. TYPO 0 31591 CAMINO CAPISTRANO -A 15 SE12VICE ARE PE12 CIVIL'S PLANS. SAN JUAN CAPISTRANO,CA 92675 P 949-493-2600 FAX 949-493-2690 ALIGN c_ 1 Tt ,. WWW.RJMDESIGNGROUP.COM M'PILAST ' 9 4" CU12B PE12 CIVIL'S PLANS. Z lot kkvs sees goal so 00 pages 0 I's 1 0011 .0108 Clas;81111418 TYPO CONSULTANT: Q PA 00 _D _j 7YP., 12 LECT121CAL PLANS. 47 U4 CONCRETE r-011 PA ELECT121CAL TRANSF02ME12 -Z I 1� ___; 1 11 _�111 Q5J AC PAVING PER CIVIL'S PLANS. TYPO .7 "R a S AND 20) .�o > STRIPING SIGNAGE Z ST121PING PLAN L11.1 % 16'-4�, Q6) PA12KING LOT PAINT PE12 CIVIL'S PLAN .00 PER ARCHITECT'S PLANS (L7 COURTYARD WALL, 5v-9Y2" FENCE, AND GATE 7 % 0 0 110 0 0 0 a . s PA 18 HANDICAP SIGN PER CIVIL'S PLA JQ a all ALIGN J A-IGN PER CIVIL'S PLANS Z G PER CITY STD. FOR UP PILASTER 19 HANDICAP STRIPIN PA12KING STALL LAYOUT .41, 97 0.1 20" SO. SUB CONSULTANT: 2 TY 2 T12ASH ENCLOSURE PILASTER PER ARCHITECT'S PLANS GATES, E WALLS As T TY 101- TYPO PER ARCHITECT'S PLANS looloolow" feel 18 SERVICE YARD GATE $V$I Isksol!#884'r 1148711%es.*00 $I'sl_8ljktiio goes mop TYO PA logeoplappeal It PILASTE12 I.AAAA4 to TYP. TYPO TYPO -12VICE YARD WALL -12 ARCHITECT'S PLANS 21 T�,A&� U2 SEE PE % Eaggeoppeal /01"N -TAIL _ET OVIDE FLAGPOLE DE SHE= u cu m INSTALL Z PR _L2J__ 4 A 1 -5" u % m TYRZZ LL 0 agessappal _f27 I PER CIVIL'S PLANS. U4 - HYDRANT .,f. FIRE BY QUICKCRETE INSTALL Z P12OVIDE CONCRETE PR BOLLA12D-MODEL #., QS-5B ODUCTS CORP. U- Lu 8n 101- -LSITES Q6) INSTALL Z P12OVIDE 12MFC-24 STEE Z ' U- 26 , .�13 0 -TAL BENCH Y: VICT012 STANLEY, INC, B G MEE 6" - GIVF-12NY 5547 77 7 _,777 Is ------------ A T (D OVIDE PA co WOOD BENCH BY SMITH AND HAWKEN . ........ J _j z 0 U7 INSTALL E PR A '20" SO. r n_ P Ll INSTALL Z PROVIDE BIKE 12ACK MODEL 2175-8 bo >_ e? U8 NO COL012: 12AL 7006 to OLUMBIA CASCADE LO TYP. io BY: C De PA Ai uj A BUS SHELTER u assigial SHEET NIO.I Q9) PA ET -12 DE_=TAIL__5_ UO CONST12UCT DOG. PATH Z HEADE SHE= _LzL INSTALL E PROVIDE DETECTABLE Ir X 22 i.-F- DF-TAIL--4—, SHEET=- "NIP, A Lu DIVIS N LINE WARNING MAT5 181, VIN _T ffsl TWO 22 BE Q2) CONSTRUCT 12- WIDE MOWCURB DETAIL SHEET 2.1 TYP OF FINISH. TYPO TYPO I X TYP. TYPO 7-U6 77 ANTING 12EA TY 77 INSTALL E PROVIDE am Lu op, 12" X 18" VINE m 4 WASTE 12ECEPTACLE BY QUICKCRETE -777-7-7 12 1:3 LAJ :3 2 7 PLANTING AREA PA PA leeoppeopp- 3/V2" PRE-CAST CONCRETE, SQUARE P120DUCTS CORP. -RIES. TYPO LL —77 26 TYPO TYPO TYPO SE= :: . :1 - 77-11-- r 0 8'_3)/2 8 T MODEL OU-SO2028 W1 94 go-go TYPO LLmj T.— YP. TYP. M I T Is LANDING (MODIFIED WITH TOP OPENING), TYPO FINISH; T-2, C3 LATTE. 7- TYPO % -TE- J,j, PA B ABIWEVATIONS T P, ASH URN BY OUICKCPE= ------- U4 INSTALL Z PROVIDE PRODUCTS CORP. ABBREV/SYMBOL DESCRIPTION P12ECAST CONCRETE, SQUA12E 12" XI8" VINE -PIES. z TYPO, LE 0 -20-6n S E IL G PLANTINGAREA YP, MODEL QA-SQS1424A/ SQUARE B.C.P. BEGINNING OF CU12B RADIUS 7, FINIS H., T-2, C-3 LATTE. 34 7 AiL DIVISION LINE GATE Z 6' HIGH W.I. FENCE PE12 ARCHITECT'S PLANS 40 BETWE ALIGN 11" TYPES OF FINISH, too 11--t. E 11 EN TWO IL q CENTER LINE /00 33 7�, ...... -NED EDGE -E-T TYPO C.O.C. CENTER OF COLUMN DETAIL ;7 Igor CONSTRUCT THICKE _I_, SHE jag� _z, LID A+ le - I C.O.P. CENTE12 OF PILASTER j -7, 7 r U7 CONSTRUCT PAIL FENCE E.O.C. EDGE OF CONC12ETE :I � \:1 DETAIL--a—, SHEET-La- w 0 se% T, I a 1 266 2 1 25 a 4.4 a 1 444 kddsd4!?qd IA�ss;milea- 9 1 t 9 9 9 9 t-2 6 6"4;L z P.0,113. 232 YP. F.O.B. FACE OF BUILDING L -gn CONST12UCT EQUESTRIAN T12AIL DETAIL SHEET1,22- 12" X 18" VINE F.O.F. FACE OF FENCE Y U8 00' Age. BIKE TRAIL CLASS I PE12 CIVIL'S PLANS. PLANTIN AREA F.O. U9 -A PLANTING ARE 12" X 18" VI E F.O.W. FACE OF WALL CENTER JOINT F.O.P. FACE OF PILASTE12 _T_ :% % _R CITYS STREET LIGHT PEE 0 TYPICAL. Cie uppoij C.O.C. IN THE 8 PA PLANTING AREA OP 0_�_ .1� . PLANS , ' ' I ) TYP. P.O.B. POINT OF BEGINNING -4 M a m LANDING 12" X 18" VINE LDJ BUS BAY PER CITY'S PLANS Nftwof U. Iggigiggiggegge :% TYP. TYPICAL 7 `7 1.7 77 z "'N: PLANTING ARE EXPANSION JOINT PA TYPO U2 a Mlist$sell ease sees sea PER STREET IMP. PLANS PUBLIC SIDEWALK SAWCUT JOINT ff in useless! AIL' Figgeoppeas LIGHT PEDESTAL F012 FE TP. 48 "SB" LIGHT TYPE DETAIL 3A 3B, SHEET L2.2 9 lk U.00 j PA OD cl 32 CONCRETE PAD FOR GENMAL NOTE "SC" LIGHT TYPE A DIGITAL FILE WILL BE PROVIDED TO THE CONCT12ACT02 MANUFACTURER'S LIST LIGHT BASE F02 '0 :V' now S_" LIGHT TYPE " E P121OR TO THE START OF CONSTRUCTION TO ASSIST THE DETAIL 2A 2B, SHEET L2.2 CONCT12ACTO12 SURVEYOU12 IN ESTABLISHING HORIZONTAL upeoppeal STRUCTURES, INC. SMITH E HAWKEN CONCRETE PAD F012 V 77 CONT12OLS NECESSA12Y TO FIELD STAKE PAVING, WALKS, INVISIBLE 77 "SG E SH" LIGHT TYPE WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE MAN-ARCH RELATIONS 519 SOUTH LAKE AVENUE 4' _NA, CA '7". 8042 DRIFTWOOD DRIVE PASADE= HUNTINGTON BEACH, CA 92646 (626) 584-0544 2.INSTALL ALL 12121GATION SLEEVING, PIPING, AND CONT20L (714) 536-3772 WWW.SMITHANDHAWKE=-N- LDJ W112E NECESSA12Y F012 FUTURE IRRIGATION SYSTEM SHOWN TYPO ALL CONCRETE EDGE WWW.INVISIBLE=-STRUCTU12ES.COM TRADE.COM w- IN 112RIGATION REFERENCE ONLY SETS. Al2OUND PALMS IN M CONTACT: AL LASTUCK -VENT A THE MAIN E V as z 36 COURTYA12D SHALL HAVE COLUMBIA CASCADE VICTOR STANLEY, INC. EXISTING CONDTIONS _j &T14fij D EDGE. A, 1975 S.W. FIFTH AVENUE 2103 B12ICKHOUSE 120AD IL TYPO PORTLAND, OREGON 97201-5293 DUNKIRK, MARYLAND 20754 o PA z VA NOTE [2F.SMEMN (503) 223-1157 (800)368-2573 EXISTING SIDEWALK P120TECT IN PLACE E d WWW.TIMBE=-12FORM.COM WWW.VICT012STANLEY.COM Illegal KEYMAP -7- 0 w a _j .. .... NTS C, 'I\- ut' C A Ut' CA OL -XISTING TREES, TURF PROTECT IN PLACE QUICKC12ETE PRODUCTS CORP E= 731 PARKPIDGE AVE. wz< FOR CITY USE ONLY REVISIONS A4 AND IR121GATION BID ALTERNATIVE: ADD SITE BENCHES . F- r DATE DESCRIPTION APPROVED INITIAL DATE UJI w>_ j! TITLE: PROTECT IN PLACE P.O. BOX 639 Z 0 a— EXISTING LIGHT POLE NORCO, CA 92860-0639 CONCRETE COLOR AND FINISH SCHEDULE 08/04/03 ADDENDUM#1 STREET (909) 737-6240 OMF- :% WATER/SEWER WWW. QUICKCRETE.COM N/A N/A CONTACT: BRIAN GOTZ :_____7----------- ------- --------------- 71- _17� GRO/DRAIN 71 LAJ COLOR: NATURAL GREY TRAFFIC Ail CONSTRUCTION -SLIP, STEEL TROWEL 'V FINAL CHECK TYP` R/W 'a AS PLAN FINISH: NON -XISTING CURB E GUTTER PROTECT IN PLACE E= PA JB COLOPI NATU12AL GREY 4 FINISH: MEDIUM BROOM CONST. `0 r 'El" 0 SIGN TYPE —SEE APPENDV E OF THE P120-ECT MANUAL FOR SIGN FAERCATION Ej Lk j COLOR, NATURAL G12EY DATE % MEDIUM SANDBLAST FINISH -SQ121PTION NOTE: FOR PRIVATE USE QE= THESE PLANS WERE PREPARED BY: REVISI 4821 SHADY 12ED INTEGRAL C6 PROJECT ENTRY ID SIGN 76(l rA�pp LOP CH120MIX _E 1.02 g COLOR. SPEC. BOOK, SHEET-IDi INITIAL DATE ADMIXTURE BY L.M. SCOFIELD LA F-7-7777— - -77- -------- -7 CENTER JOINT P r I., J 77 7 7 sat too' PA 9 At ct, PA t.8t;11ct 9 A22.1 PA 0-1*s#P6t.ct!pcgt:�4c. PA .9.1448,loolstest.mg 9 04 46.6542a�2... PA t 1W BED IN THE C.O.C. 'lot 4-0�44aodd #lot 44.0 a--a a a�a.04i'a 40 044 DRAWN A GENERAL PARKING SPEC. BOOK, SHEET 7 CHECKED -6,QL TYPO 12EGULATION SIGN NAME DATE C-32 (SHADY RED) INTEGRAL COL012 CHROMIX Ff] COL012 771 s -C. BOOK, SHEET-Z Lj*,:, ADMIXTURE BY L.M. SCOFIELD PARKING 12EGULATION SPEE _QL %; SIGN LICENSE NUMBER FILE FINISH. MEDIUM SANDBLAST VEHICULA12 DIRECTIONAL ----------------- ------------ EXISTING CONDTIONS 7 17 SPEC. BOOK, SHEET 2,QL CITY OF RANCHO CUCAMONGA SIGN FEo 'Pd— �, ' — ft--l.� � - I I— -",- r AREA ENTRY ID SPEC. BOOK, SHE=_ET,1,QLE 3.02 CENTRALPARK `x, NOTE f—I T T I" rN T-7 I" rN T T-T-1-r"rl" PROJECT NAME JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER A MAI UnLINh �ihh �irihh I L 1 . 10% J EXISTING SIDEWALK PROTECT IN PLACE STOP SIGN SPEC. BOOK, SHEET 4,01 11200 BASE LINE ROAD 13 U, Ll 77: DRAWN BY: CEH -A/ —T 1, SHEET TITLE EXISTING TREES, TURF PROTECT IN PLACE SPEED LIMIT SIGN SPEC. BOOK, SHEET-,5,QL )c 77 OA/ AND 112RIGATION <�> APPROVED CHECKED BY: LM EXISTING LIGHT POLE PROTECT IN PLACE SENIOR Z COMMUNITY SPEC. BOOK, SHEETLOLE 11.02 DATE: 07-21-03 <�> CENTER ID MONUMENT SIGN SHEET NO. N/A N/A 01AL DISABLE PA12KING ID SIGN SPEC. BOOK, SHE-E-=TIQL DATE C6+_U N___1_TY__SERVICE DIRECTOR SHEET: <9> 0 4 8 16 APPROVED 4e�` EXISTING CURB Z GUTTER PROTECT IN PLACE FIRE LANE SIGN —SPEC. 1900 A a Is HEET Ifl OFft AND D12AWI G SHEET DRAWING OF <0v> F—E-1 F_QR LQQAIIQNS, IA� NO. L1 ,9 DATE RCE NO. C1Y±GINEER Net* U9 ir-a to j ",N7N7 ABBIZEVLATIONS EXISTING CONDTIONS too _j NOTE hNTRAL IMAM ABBREV/SYMBOL DESCRIPTION CE=-NTE7=P LINE7= MATCHLINE SEE SHEET L1 .9 B.C.R. BEE-GINNING OF CURB RADIUS EXISTING siDr=-WALK PROTECT IN PLACE Qr -7-7 Oak E=-XISTING TREES, TURF PROTECT IN PLACE ALIGN T AND 112121GATION �V2 C.O.C. CENTE12 OF COLUMN EEXISTING LIGHT POLE7= PROTF=CT IN PLACE- AT, , C.O.P. CENTEEER OF PILASTE52 TI OF CONCRE=-TE E.O.C. EDGE= T ....... F.O.B. FACE OF E3UILDING N/A N/A ------- 7------- -7----7------77 -7---7-7---- CENTE52 JOINT - ------ .77,j aa�,daad d144 ease sees ttstascm ;4c 96C466156 a:�ada oggs iofoalsamo tile II odolp;lggg 6 44 9 6 5 4 0.5 4.94 2 0 5 a��ae a a do, 4 sate 4 0 0 4 9 a 1�C,�,I 02 PA PA C I AAW= F.O.F. PA PA PA FACE OF FENCE low a ---�''mw EXISTING CU12B E GUTTER P120TECT IN PLACE BED IN THE C.O.C. 7. F.O.W. FACE=- OF WALL -4 T % 4 1 f -A A R TYP. F.O.P. FACE OF PILASTE= LO P . -Sr =E APPENDDIC E OF THE P120-ECT MANUAL F012 SIGN FAERICATON. SIGN TYPE PLANTING AREE lot T" PA Ej: RANCHO CUCAMONGA % '0 0 1. . , , I , 7. EXPANSION JOINT TYP. PA 1_ TYPICAL ----------------- ------ ------------------- off ;,a= /I\ P120JECT ENTRY ID SIGN SPE5C. BOOK, SHE[-=T1,Qif 1.02 F_ -aQPIPTION P.O.B. POINT OF BEGINNING QE= NOTE J11 SAWCUT JOINT GENERAL PARKING SPEE-C. BOOK, SHEET6,QL ;,,a REH-GULATION SIGN 91 2" X 12" d 0 DIVISION LINE w CCE=-NT L PA12KING REGULATION LL u� u: BETWEEN TWO TYP. YPI LIGHT PEDESTAL FOR SPEC. BOOK, SHEET= 77 DUARES Typ 6" SIGN 4-6" 4'-6" I'T z < > YP. TYPES OF FINISH. "SB" LIGHT TYPEE PICAL. r -TAIL 3A Z 3B, SWEET L2.2 VEHICULA12 DIRECTIONAL SPEC. BOOK, SHF=F=T 5'-3/V2 5- TYP. DEE 3Y2" TYP. TYPI <4*N> ALL CONCRETE EDGE7=1 LD SIGN A4 BID ALTERNATIVE: ADD SITE BENCHES . _JTYP. AROUND PALMS IN POOP 0 z MAIN F-VENT RM DESIGN GROUP INC. _TE PAD FOR CONCREE ARE7=A ENTRY ID SPEC. BOOK, SHEET3QLE 3.02 CONCRETE COLOR AND FINISH SCHEDULE THEE "SC" LIGHT TYPE-E .0000011, 0 I :. I .1 1 COU12TYARD SHALL HJVM m 0 ui E3 LIGHT BASF= FOR PA 31591 CAMINO CAPISTRANO A THICKENFED F-DGr=. DESC121PTION "SE" LIGHT TYPE STOP SIGN SPEC. BOOK, SHEE-=T 4,QL SAN JUAN CAPISTRANO,CA 92675 34 949-493-2600 FAX 949-493-2690 DETAIL 2A Z 213, SHEET L2.2 LAJ COLOR: NATURAL GRF-Y uj Z,() P.0.113 FINISH: NON-SLIP, STEE=-L TROWEL WWW.RJMDESIGNGROUP.COM CONCRETE PAD F012 SPEED LIMIT SIGN SPEC. BOOK, SHEET ?0. 0� "SG E SH" LIGHT TYPE ui>_ COLOR: NATU12AL GI2E7=Y om F_ < CONSULTANT: FINISH: MEDIUM B1200M BY GUICKC12ETE SEN1012 E COMMUNITY SPEC. BOOK, SHEETILQU 11,02 U4 INSTALL E P12OVIDE ASH U12N CENTER ID MONUMENT SIGN SHEF-T NO. COLOR: NATURAL G12EY P12ECAST CONCRETE, SQUA12E PRODUCTS CORP. 77777771, FINISH: MEDIUM SANDBLAST SE=-;21E=-S.DISABLE=- PARKING ID SIGN SPE=-C. BOOK, SHEET QL CONSTRUCTION SCHEDULE MODEL GA-SOS1424A/ SOUA12E 121 ETj2DL 4! -SCRIPTION MANUFACTURER COLOR: 4821 SHADY RED INTEE-GRAL COL012 CHROMIX IT, FINISH: T-2, C-3 LATTr=. DE= DF-TAIL FIRE LANE SIGN ADMIXTU12E BY L.M. SCOFIELD -Typ AND DRAWING SHEE=_T GATE Z 6' HIGH W.I. FENCF= PE=-R ARCHITEEECT'S PLANS -DEE-STRIAN <oe> CONST12UCT PEE DETAIL SHEEET EE-1 EQR LQQAIIQNSS _L2J_ CONC12ETE PAVING GENERAL NOTE PA U6 CONSTRUCT TPICKENEE-D E=-DGE= DETAIL A DIGITAL FILE WILL BE P12OVIDED TO THE CONCTRACT012 LEJ COLOR' C-32 (SHADY 12E=-D) INTEGRAL COL012 CHROMIX __I_, SHEETL2d__ 2 CONSTRUCT Vr=HICULAI2 DETAIL__2_, SHF=ETIaL ADMIXTURE BY L.M. SCOFIELD CONC12ETE PAVING old a -a 0, PRIO12 TO THE START OF CONSTRUCTION TO ASSIST THE-= FINISH.- MEDIUM SANDBLAST U7 CONSTRUCT RAIL FENCE DF=TAIL—B—, SHF=F-T-L2J— CONCTIZACT012 / SURVE=-YOUIZ IN ESTABLISHING H0121ZONTAL GATE, WALL PER ARCHITECT'S PLANS TYP. CONTROLS NECESSA12Y TO FIELD STAKE PAVING, WALKS, ------- 47 E W.I. FF=NCF= S A T: CONSTRUCT EGUF=STRIAN T12AIL DETAIL T 2 SHEE WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE ilor CONSTRUCT CONTROL OINT. DETAIL___I_, SHEETJ,� 77 u 0 BIKE T12AIL CLASS I PER CIVIL'S PLANS. ZINSTALL ALL IR121GATION SLEEVING, PIPING, AND CONT120L 9 49 _T NTF=R JOINT SHEEE L C CONST12UCT EXPANSION JOINT. DETAIL__L_ PA, _L2J_ C.O.C. TYP, WIRE NECESSARY F012 FUTU12E IR121GATION SYSTEM SHOWN , IN HEE PE12 CITY'S PA ENCLE ONLY SETS. STREET LIGHT �'IN IRRIGATION 12F-FF=RE= T ICAL. QO) MOWCURB -ET PLANS Q0) CONSTRUCT 6 DEETAIL SHEE 77t;fP7 BUS BAY PE12 CITY'S PLANS .0. 7 CONSTRUCT 'GRASSPAVE Z DETAIL HET 13 SHF MOWCURB X I VINE U2 PUBLIC SIDEWALK BY- INVISIBLEE PER STREF-T IMP. PLANS PLAN G AREA STRUCTURES, INC. YP., Typ. CURB GUTTF_R PE12 ST12EET IMP. PLANS CU12B CONST12UCT LIMITED ACCESS DETAIL--2—, SHEET ION LINE 12" X 18" VINE DI BE EEN TWO PLANTING AREA Q4) HANDICAP 12AMP PER ST12EET IMP. PLANS ER CIVIL'S PLANS. TY S OF FINISH. 6" HIGH CONCRETE TY F QUIRBQNLY I.OB U5 PLANTING TO BE= REMOVED PEER ST12EET IMP. PLAN S ".I.......... A& CU12B E GUTTE12 DIVISION LI 46 RAMP PE12 STREET IMP. PLANS PER CIVIL'S PLANS. Lr) LB TYPES 0 FINISH. DF=_TAI .2X2' SHEEET -SSIBLE 12AMP BETWEEN WO ACCE= El -12VICE AREA / 47 CONSTRUCT SITE LIGHT Chow 34 TYP PER ELE7=CTRICAL PLANS.r PA PE12 CIVIL'S PLANS. PI STERS!!I SEE AND AS NOTED PE7=2 YP. TYP. PL CONSTRUCTION PLANS. "2" X 18" VINE -9 It 9' Y2 uj m LDj A 4" CURB PF-12 CIVIL'S PLANS. ------------- = It T ANTING AREPI CONST12UCT SAWCUT JOINT DEETAIL SWEETJ.21-- PA _TE 2" X 12" ACCENT Q4) CONCREE PE12 F-LECTRICAL PLANS. CONST12UCT FENCE E GATE PER ARCHITECTS PLANS ELF-CIRICAL TRANSFORMER 9 YPICAL. 2'76 ILAJ :32 Lu TYP. STOP SFEE APPENDIX A Q5) AC PAVING PER CIVIL'S PLANS. 0 PRECAST CONCRF-TF= WHEEL LL LL TYP. PER CITY STD. FOR PARKING PER CIVILS PLANS AND z 6 STALL LAYOUT PARKING LOT PAINT TYP. ------------ PA STRIPING SIGN 5,07= STRIPING PLAN 1_11.1 ;> Q7J COURTYARD WALL, PER ARCHITECT'S PLANS TYP. PA TYP. TYP. TYP. ' TYP. TYP. TYP. FENCE, AND GATE YP. 18 HANDICAP SIGN PE12 CIVIL'S PLANS 47 UJ a4 5 13 1 46 1 2 PER CIVIL'S PLANS Z —6 1:- ��I , , .. 19 12w X 18" VINF_ _R CITY STD. FOR PEE L1_J 20" SO. 4ANDICAP ST121PING TOTAL PA 31 5'-10" PILASTER PARKING STALL LAYOUT PLANTING ARF-A TYP. T ENTRY L ------------- TYP. _CT'S PLANS 20 TRASH ENCL DSUPE=, PE52 ARCHITEE GATEE-S, WALLS ALIG I ------- JL-7 21 -08 SERVICE YARD GATE PE12 ARCHITECT'S PLANS PILASTEE PA �10 ts " '', I �1, % SERVICE YARD WALL PF-12 ARCHITECT'S PLANS Q)2 r r FLAGPOLE-= DETAIL INSTALL Z PROVIDEE SWEETJ.2L Cb E co 17 -,b @0) U4 F112E HYDRANT z PE12 CIVIL'S PLANS. ETE-5" 131-10" 13'-10" 131-100 10, 10, QJ5 INSTALL Z PROVIDF= CONCR BY QUICKC12ETE 10' PA 41 4, PA Age. Q6J INSTALL E PI2OVIDF_ RMFC-24 STEF=LSITES U6 z 4 z METAL BENCH BY., VICTOR STANLF=Y, INC, U7 INSTALL E P12OVIDE 6' - GIVERNY 5547 lememommool TYP, u 48 1 (D '-5 UJ aGo < WOOD BENCH BY SMITH AND HAWKE TY PA BIKE=- 12ACK MODEL 2175-8 INSTALL Z PROVIDEE 2 21 6 8 --------- COL012: 12AL 7006 ..,44 1-80008-OoRisill 481411684 isolis-pill Its 8-1st'voll Lisisoll 0800 L TYP. 20" SO. BY: COLUMBIA CASCADE 20" 50i f r Ui PER ARCHITFECT'S PLANS --TYP. SHEET AIO.I PA PA %VMS) PILASTE12 adPILASTE;? U9 BUS SHELTER TYP. r 0 CONSTRUCT D.G. PATH E HEADE12 DETAIL--5—, SWEET u 71 ALIGN Al IGN aP 0 INSTALL Z PROVIDE DETFECTABLE ILASTER a0 PA WA12NING MATS 2 CONST12UCT 12- VVIDF- MOWCURB DETAIL 20' 16 z 00000' loom,%& uj INSTALL Z PROVIDE WASTE- RECEPTACLE BY OUICKCRETE \0 > aP -CAST CONCRETE, SGUARE PRODUCTS CORP. SERIES. MODEL OU-SO2028 W/ F14 'NING)p z z WOO/ (MODIFIED WITH TOP OPE= -2, C3 LATTE. FINISH: T 0 (D 17 TYP. B JTYP. PA < 24 < 1000,14%,a10 TYP. I(S TYP l Messelsi jails sees fill ties go �pprrws I-Ii V 0 aa000, Nes" TIYP. N0. 24953 PILASTE12 ALIGN a0 19 TYP. 0 4 8 16 E PA xp. TYP. ut: C P. F CA FOR CITY USE ONLY 17' ...... REVISIONS DATE DESCRIPTION APPROVED INITIAL DATE TITLE: a08/04/03 ADDENDUM#1 STRE a4 WATER/SEWER ET taaGRO/DRAIN CONSTRUCTION T TRAFFIC :,TYP YP. oFINAL CHECK 48 4a, PLAN aCONST. s-sloostle's 1;topq 1 0,0 Is i 0101tol skis ease 11438811 sell slo$18,18188S toil $is go logo totteloo also ogle oleo else m* I ssi,488144 oleo ease oleo 011,44481 sell oill'osom '408�iko THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -" I I a a I 'a 10-1 1 hislosMea I Ismal $4 $is as%I -.--a$ 100,0101 18!048�4 orke ease el'ol.A lip also lose logo, selsolossisso % 11i6i'lloses, I boo'l 1'. TE lltll�oe lo,i sale koss)jsd stiletto resc,41%IIpm is sessessilies es 864181841-8 00 as is 4 0 1 saj'jl A 8-11 rl 04 0 80 0 98 0 a 9$1$110,0.0 I's I a is I a 0 $so REVISIO DA INITIAL DATE L: 7 DRAWN 34'-8," 34' L 3.11 L 87' CHECKED aDATE NAME LICENSE NUMBER FILE aab aIL a s-MAN *mob 6m-a -imil t PROJECT NAME CENTRAL PARK ?a JOB NO.: 290-70 A run --I y y SENIOR CENTER AND COMMUNITY CENTER MATk_AiL1Nh z5hES" HEET L1 .2 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH .4tr 601V571z,,Vlc 770&1 1pl(AN CHECKED BY: LM APPROVED DATE: 07-21-03 DATE COMMUNkTY SERVICE DIRECTOR APPROVED SHEET: # SHEET OF NTS DRAWING OF- Li 10 Nq(oq� bQA,n////jj0NO. r DATE RICE NO Clflo,�NGINE�R F7 . � . . . � . . I I ! � I � I I : � ! I � I ! � I i � I i I � I ANNEEM i � wamw i I � i 0 1 __ — 1 amow %b . I .w CONSTRUCTION SCHEDULE i q& - — i I 1 � I iqr -L, .__,:� � ', "'. �� ..:,��`.,..I A i ami __ . SIGN TYPE -SEr=APPIENM E OF THE MOJECT MANUAL r-0;2 sGN FAmcAmN. A4 — I I I ___f__ -_ - -_----_ z"I_v__1 r" i Z - \ i I 1, ,� I I * BIDALTERNATIVE: ADDSITEBENCHES . ABB;MVIATIONS DESCRIPTION DETAIL /MANUFACTURER k I I i III 11 I - I � 11 I � I I I I , I i I I 11 1[.�.�,'..��. I �,A ) A I QMQRIPTIOLI NOTE - 100"""41s, _./hN L i 1, I : ,`,�, ::!, �, '.. `� ;,,* *%I CONCRETE COLOR AND FINISH SCHEDULE ABBREV/SYMBOL r I I i I � ' ' -, ��_: , 10 DESCRIPTION .I , I '':.� ; , I -_ Ir x _T � I I . , ",.'', , ' . I -_ -_ ------ -- k.� CONST12UCT PEDESTRIAN DETAIL-2-, SHEE 12L � " �I .1 1�1_1., I PROJECT ENT12Y ID SIGN SPEC. BOOK, SHEET � �. . ".. ,. ' , , I ,. c , I .__ �� -CONCRETE PAVING I . - ' , � :�.,,�:,,"_.�� I DESC21PIIQN do""I'let, � � .;. :1, � �. , � 11 I — B.C.R. BEGINNING OF CURB 12ADIUS 0 � I I _ �, I --n � - - � " , ,� .. ., r f ,n '% CONST12UCT VEHICULAR _0 � : I ,.� � � � I . I , . � 1,,,�,:,� : 4.. I I -LQLE 1.02 i I `, .�:.: -�,�:,�' ' ', MATCHLINE SEE SHE L1 . 18 <N!o,o> � '_:, �. ,-�: �; " , � I � I �', � - ,. ,._111111 SEEMS � 11MI111111111 m DETAIL 2 , SHEETJ, � I . . . . ^ LA -Y q CENTER LINE 1_1411� .2� mahk � -EL. . -0 ::: Immmiiii g1m m m m m m IIIIIIIIIIIIIIIIIIIN m IIIIIIIIIIIIIIIIII m m m m m /n\ GENERAL PAR _j COLOR: NATURAL G2E --- ; �l! r r/F-- I OIL'_� mmmm_-x11111111111111111 MEEN_jw1NE I ��F4'-6' I KING SPEC. BOOK, SHEETL,QL . I I IIIIIIIIIIIIIIIIIIIIIIIIII __ I , . , ., . , , CONCRETE PAVING � I '. ._�_,:. I "': I - NS6/ REGULATION SIGN � IL I I� � :, :. I '' . i : I �. - r111" I "_� T-1111111" 11� ,' " I ., '' - , " 0 : . I f on 'I , - , � _;1. _7_�,��_ 1 1 _�:-,�' '' . .' ' _�., . 10% i, � ,' ' � ,�� ,_ ..'' 11 I FINISH: NON-SLIP, STEEL TROWEL /- -",IN ALIGN oloo"""OkI, GATE, WALL PER ARCHITECT'S PLANS 'I : I I I "'. " � . 2 Oki � ��, �,�21 :� 11. �1_ :.,. -1 -1 11 1, - NATURAL GREY C.O.C. CENTER OF COLUMN i .:, , � ''I"I :% V� -��1,1�'.1,1''�",,��"",.�",.:..L I ISION LINE I ��N PA12KING REGULATION SPEC. BOOK, SHEETZQL LBJ COLOR- V_0) E W.I. FENCE : :"1_"., :_ ' ' .:, ' .: -, I *-**%, �4�I I I,, �,�- _.-!,-.,: 1� '.1, . .,4.1111111 Y E.,1; nF r-=ir\u am ^ - DETAIL ,IN , I . 11 . I 1; , ! I 11 ." �1:�':,"." 1:_ ;'% I All 11 -:5) SIGN FINISH: MEDIUM B200M I � , I � ,,, � ',' I I B VVEEN TWO I \/ I........" . � 1'� � � I C.O.P. CENTER OF PILASTER ; c 1. .. .. I I .�'. T CONSTRUCT CONT120L JOINT. L I ----------I--..--- I---'44 - -_L_, SHEETJ.2j_ : '' I "I' ll I I I - �I I I �71 , -.-H. ,r- I 1000'"""".., VEHICULA12 DIRECTIO LCJ COLOR: NATU12AL GREY E.O.C. EDGE OF CONC12ETE (�) 11 ' 'I'll 11 I 1, I I . " I ' 11 11 -111, I I I'' , ,�',I— 1 7..:1�n.I I_,-�-11- - T;�P. " I 1,� SIGN EC. BOOK, SHEET 2,QL FINISH- MEDIUM SANDBLAST __ oo,"""'� --L-, SHEETIL2 - m 16 b am.- P'Al , ' ," ' w ; I I- � , 11 %, ',' �� , , E1111--l"I IN ____-11_o_.*� CONSTRUCT EXPANSION JOINT. TAIL .1 �, '",�,'_t:, "';�' . �,": , ('2;) - � I � �`..:-,-:�':.�:_�.�, _ ""',.-,.-_�".,. ::" " I 17- m f-1-9 . I F.O.B. : � � ' '. 1 :32 FACE OF BUILDING J.: , , ''I Ll� �11 :1 ,' I 11 EET HADY RED INTEGRAL COLOR CHROMIX F.O.F. . ., I , , AREA ENTRY ID SPEC. BOOK, SHE I-DJ ' COLOR: 4821 S 1 12" X 12" A CENT-----,.. ., � , I .,- �_ �_.'�,.,;,, I , " .` I '_ . I . - -3,QL E 3.02 , . "I L L, .1 I ;" . '' � : , ''.1 � .": ,: ,--, I JEJ —_ I FACE OF FENCE /0-41% -Tm% � � ,_, , � '��,.�,�,:�:,::�:".��,.��.� I 1, IF—....9 <�> ADMIXTURE BY LIM. SCOFIELD I % � I.;:; 1.0-ft"".. � ,�. 'I., 1 `,� tl,;io�7, a - F.O.W. �2) CONSTRUCT 6- MOWCURB DETAIL : 11 . , ".,� ''.7 7 %,:":."�' ': 'I, 11 ' ' �FjWswl_, AJ OM --a-, SHEETJ.2j_ V A R K � TYPICAL, :1 :, - I Z& -MED 64-3120- --------,___.,,__, FACE OF WALL � I � I ; *,: "" , , I, :,:�,,�,% I'll, r""""""""""""` 0 " (0 TYP. ' STOP SIGN SPEC. BOOK, SHEET I ��__/______, -1 . I ' ' I I" I �,. '_:",�,:-'�1', " .; �� : I I I TYP. I LAJ <�> _4,0j --I I I . ,00"""mik, � I r F.O.P. FACE OF PILASTER r --yl : I I I..11�. .1� 4 .., _17-7 1 __ PA I � - Z -TAIL � � : I 1� , "''' �` , , "' "" , , I LDJ O' : 1 : PA PLANTING AREA �ssI CONSTRUCT 'GRASSPAVE= DEE RANCHO CUCAMONGA � I 11 1� .: ,._� �111 ,*." � A41L AL COLOR CHROMIX : I �.''..� .,�.��,�.,�,,�,� ,!,,' ':,. 1� 1 I I "' LEJ COLOR, C-32 (SHADY RED) INTEEG12 __L_, SHEET EE-2 I �4: _ � � ., - - I : , � I � - -7 - I I 'I,I ":,Z, " I I . , ''.: I Z \ SPEED LIMIT SIGN SPEC. BOOK, SHEET : INVISIBLE -_ I ,I: � �, I �. - MOWCURB � � :."*-:,_,�, �':�'�'� � 1 15,0i ADMIXTURE BY L.M. SCOFIELD ..................,11 I ,�I ..%. %.��:' .� ., , ,�� I `:. , _, '� I I P.O.B. 'I'll �, ._ __ .,.:*.�� '' .,, � I.. I I N/ FINISH: MEDIUM SANDBLAST POINT OF BEGINNING m� , I " " . � 1��: * 11'' � � ' 'I �_ -_ - STRUCTURES, INC. MM A I- " '.1.�..*., ; ,11'� .. �� 1,%':''�1�", i I A00"WINkI, " I , - I ' -r__ --n SENIOR & COMMUNITY SPEC. BOOK, SHEETJjQLE 11.02 _j : -----� 1.I I * :�: :_7.11---- I I Q� TYP. TYPICAL : I . I 11-1 : - /!, , I , , I _,"-l"', 1 11- I �,_'''' '', '__ I I 11 � 1, 00"'s""i4t, r A. J. . -1 "I ''I �, , I"" "'. I I 1 ,I I 'll I I I _NTER -D ACCES -2_, SHEET - k — 7__�_- -."--"�.I_"^-�'�'L�'"��%1.' I 11111 1 8 CE ID MONUMENT SIGN _____ EXPANSION JOINT CONSTRUCT LIMITE S DETAIL -EE__2 � __ -�,.",I,-, _.: - , I 11 I TYP. I 11 TYP, - SHEET NO. (2) : �'',� ,.:::"''� ., '' - . t- ,��-'', 6 ,A, EXISTING CONDTIONS 1000"'.. -CURB , , '.. , � :_.::�:,�-�',,, 111�: I 1.01 x : I I -, I ..'�*,': ., � I . I I LBj - � . :%.' ' , , ' '. : 1 000110IM11000148010118 I - , . , � 4,1.. _�' 11".,: �.. I,'':-��,.�� - 1 I 11 I DISABLE PARKING ID SIGN SPEC. BOOK, SHEET . SAWCUT JOINT , . I ,-_1-:-1 I I'., , 1 6 -2DL (c') 6" HIGH CONCRETE ER CIVIL'S PLANS. I�, � ��%.�",_I...� 11 I .�1 4, -, . 1 , - I I I ��-- E,l;QRIEIIQN NOTE \.�I..,'O" P I - �. ' ' ` ", � �__�,�, I � _ - 3 ONLY I , 11 .1 L- . '.'I,I :''..%�,,,,� �'.., :, _ . 'I ', - -_ CUR -- I � -. , : .-,_.._ "I . � ' 07 b I I FE11 . <�> S C. B K, SPEE — A0"""""`1k, --- — -_ I I , L. :. . � , I H CONCRETE :_� ..:,.�... �4 PER CIVIL'S PLANS. : I ,I�::I I I I . F--T 11 : a ',_�.i +:.,� '"- ", ": FIRE LANE SIGN : 0 0 1 �- :I , ,� ,,'..,_ I AND DRAWING SHEET N PLACE -1 LIGHT PEDESTAL F012 6" HIG �' ' :.��-4'.'`.:�'�''. � i " '' —_ - II- — ----I— I — I VO EXISTING SIDEWALK FIZ @ � I as �, � , �� ,: . � .'..�_�.�,�-,., , . , " F1711 ^ ; � , .,.;��'., I I I i) I T ' 'i`� 7j2,QL , . -_ ,� P .�: I I �0 E= I I I .1 . I :']�"� 'I'��'��";:"�I'l";".:L,-,]�.�.,.:!�,.�,��,'.��,�,.'.. 1,11-1 to I I ..." I FP-I FOR LOCATIQN,9, . J_1_9k "SB" LIGHT TYPE CURBE GUTTER I " I I ..�-: . " �.,.....,. 'I', 401% _ . I 100""""'OkI, : co 11�, � .1,��.�"".,��l'.�'.��,�,,�,:�,�:, , � "I It I � ::'': -:��_,,�.. �I..� . �, ,I I- I MANUFACTURER'S LIST (, DETAIL 3A � 3B, SHEET L2.2 : , ,-. a .�> EXISTING TREES, TURF PROTECT IN PLACE ACCESSIBLE RAMP PER CIVIL'S PLANS. ____ I � � I �, 0", , -;_7 .. 4 �11 - -_ I . I I I : _�.'. : , '. , .. --- ,-, , , t "*�*,.' ,��`,-��::"P `"*,""'i � I I I I I I I I AND 112RIGATION .1 � � I ! ' ' I , , " -Pp � I Q) I ! 11, " .: . I .',!_�.,.-:: _. 1. � ", L__j I V PA - 11 I j9k — _TE PAD FOR I �:_.'��., � :, ";:� , - - I ' .. . I I ':, "':�,-, :_ I 11 - CONCRE ,I0""`m"mk� RJM DESIGN GROUP INC. I -7_�. 1 -111, <,�) EXISTING LIGHT POLE P120TECT IN PLACE "SC" LIGHT TYPE Q2) SE12VICE AREA I I , 't 7 : "I' ll I . ,'I','',��1111 - J I - , PER CIVIL'S PLANS. I '',*,_. . , ` '.':' . AL212RESS.- @ .. a,'�,,��.'. * 1,I_`7�,. ,. - L ,� m Zf) - I n � ,47,,��_'4� "I -, , I . ..�', "-"-__��-----,----o"c I PA INVISIBLE STRUCTURES, INC. SMITH � HAWKEN 31591 CAMINO CAPISTRANO 04 N* ","",,""I'll, ",""I'll,I,I o I 11 - , -,__. — !" I_ "I -1 I MAN-ARCH 12ELATIONS 519 SOUTH LAKE AVENUE 13 LIGHT BASE F012 1000"41%, SAN JUAN CAPISTRANO,CA 92675 ... .... .... , " -111 ! , � " ,� , , I . �I *4�+ "I'll 1, :":,"', ", ,,, I ___ '' , 1, : � r m=r1W2� Im , 949-493-2600 FAX 949-493-2690 � I- --%Pik ;mp - 5FE] "SE" LIGHT TYPE . , I I__�jl'- lu —J.-I-, I -w - m m IBM mom N/A r I'l - , . 11 mi m I a - 1:11__�� I I 1 8042 DRIFTWOOD D121VE PASADENA, CA N/A 13 4" CURB I ; (IN I -1-110 Ec 1� 11� HUNTINGTON BEACH, CA 92646 (626) 584-0544 9 DETAIL 2A E 2B, SHEET L2.2 I PER CIVIL'S PLANS. WWW.RJMDESIGNGROUP.COM i .1 ''I ; , I '40or :3:3 TYP. 1.0-%, i It I I &#-"% -_ 11111, i I 3 , o0o""""""`II� "I �I 1 (714) 536-3772 0 CONCRETE PAD FOR -TE � -P ELECT121CAL PLANS. I i I _:_; I WWW.SMITHANDHAWKE=-N- Q4) CONCREE \0 III,% 10' 4-" �D EXISTING CU12B � GUTTER PROTECT IN PLACE PEE CONSULTANT: � a--- y 2 WWW.INVISIBLESTRUCTUI2ES-COM TRADE.COM "SG E SH" LIGHT TYPE I I ii_ 0 , : i _4 , 11 I ELECTRICAL TRANSFORMER " ! __ b\ 2 I I I E= ! TYR 3 YP. , CONTACT: AL LASTUCK ______ _. ..........IN 1,100""Reb, . 9 i I 0*% I ___� � I I � ,4 T ; . 1, I Q5) AC PAVING i �0 lqt .11 I GENE12AL NOTE PER CIVIL'S PLANS. I -, I - I � COLUMBIA CASCADE -_ . I i PA j i - 1-10 11 I VICTOR STANLEY, INC. _____----__ 00""""isk, -_ - I i I I I J ! 11 __ r r -1- 1975 S.W. FIFTH AVENUE 2103 BRICKHOUSE 120AD 1=111 � I" I. A DIGITAL FILE WILL BE P12OVIDED TO THE CONCTRACT02 U6 PARKING LOT PAINT PER CIVIL'S PLANS AND ! 11 NEEEL__� , I I 1 I I —A-7 11 --Z" — , RIPING PLA 9 ' PORTLAND, OREGON 97201-5293 DUNKIRK, MARYLAND 20754 PRIOR TO THE START OF CONSTRUCTION TO ASSIST THE i ! r 4'0 4' .AJ _�_. m m io ''I' ', Mrr STRIPING SIGNAGE E ST N ! -4 . (503) 223-1157 ----I 1 100,41%, L11.1 ! I " I v (800)368-2573 CONCTRACT012 / SURVEYOUR IN ESTABLISHING H0121ZONTAL QJ7 COU12TYARD WALL, I � I ! � 1 81 1 I- WWW.TIMBERFORM.COM I I I ! WWW.VICTORSTANLEY.COM PER ARCHITECT'S PLANS I I m -17 r. -------I t- - I A I CONT12OLS NECESSARY TO FIELD STAKE PAVING, WALKS, : � 1, � :3 1 " FENCE a AND GATE i 11 m wimmm MINES � � WOMEN - . I WALLS, TRAILS, MOW CURBS, ETC. AS SHOWN ON THE � I m M/ .- QUICKCRETE PRODUCTS CORP I 11 � � 011111111111111 /0"mN ' ' I 18 HANDICAP SIGN PER I : I I ''I'll" I - 1111�1111111 100-"w%. 1 731 PARK12IDGE AVE. YP. I _', , ,,,-��=T40N-IR36ANS-.�--, 9-- _,�___ e CIVIL'S PLANS I � I I M T ' - 1 - :_�e=_c__ 4__e___*�10e___ � I I : &I, ___11 I I � � PER CIVIL'S PLANS � "k NORCO, CA 92860-0639 =�emgr I r___1n I'll , I'll I— MEN ( WIRE NECESSARY FOR FUTURE IRRIGATION SYSTEM SHOWN ZA _� : ' 'I' ll, �EENNN Iff I LBJ P.O. BOX 639 ZINSTALL ALL IRRIGATION SLEEVING, PIPING, AND CONTROL /\ I m 1 19 HANDICAP STRIPING PE-12 CITY STD. 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I 11111m� I . 0 N ,.Mimm 1 , * -------I , - I I 11 I - .1, , , , 1� � I ;��,. . % I 0 Ir . ; .sa,wile 0 0 .1 ..I % III . ..." -,"., , . I .. J , - ", - � 11 1, . . so % I ..a *1, ..O , _mw Vmmw-mmff=mmr�� m a i. - I& IN - mt m � M06 1 1 1: -,- 11 " C . 11 � ft 9 mm, EMML-9-J11IIIIIIIIIIIIIIIIIIIII I MI-EMM -moms. I m IlIiIiiiIiIiiiiIIiiIIIiiiiii ,I 1.�Ill I I �, " I I ^ ii41111111�"" '' - 11 mm � - -1-111 ",-AN I I I I I I I SENIOR CENTER AND COMMUNITY CENTER J 0 B N a,---,,.._�, 290-70 . 1 I I " I I 11 I I I - - .a I I I � - I � , 1-1 1 11200 BASE LINE ROAD . 'I . . .6 . I I - 1, � I I I . I , I I � I . * I I ,I I I 11 I I " $@I. . `!!If I I I - , I I III . 'T MATCHLINE SEE SHEET L 1 .2 1 1 1 : I � Is SHEET TITLE DRAWN BY: CEH , , - - I I I I I I - .lkl_ N I ' ' I , I I - - I I 1� *�,�,1:1- I CfI0/V75g7"`/Z1/4Cjt?0A/ 1PItt" I I 11 " . "t 11 I I � : I - "" I - � i - A ,0' -1 1-1 - I I 11 I I I, I - I a, I I ---77— — CHECKED BY: LM I r w ,a �, : . I I � I APPROVED I / I �: I I I I I I �1�I .a / 11 i/ 1/1' , I I ,�- I 1, / I I - w__1 1, I i - � 11 �' , � I I I I ,,�_'_ I I I, , I I :,,__ ,-k-111111 I I-I I-1 �, " ��_ 3 DATE: 07-21-03 1 - 2 - 11 . I .1 "_ - "': I I 1-1 I 11 I __ � I I 1. f , . - 2 ', I � I - ,- _4�Llp . I I I I Z I I I ,, I "I , DATE ''I � 11 I , , 11 I COMkAUNITY SERVICE DIRECTOR - � I I� I II I ------- - , I � 1 I I I - "I � I - - I I - I 11 � --I- I I- I I 11 I APPROVED SHEET: I ''- " :'', I I I- , I I I / I I I 11 I I I -, , __ I -1 I I . _,", * A SHEET / � 0 F�?4�� L_ KEYMAP 11 (9 yx DRAWING OF Ll , I I NTS I- I Loy �A(o Y/Me.NO. DAI RCE NO. / C(��rNGINEER I - ,12---i 1 — - 7— 1111111011101101111011101 I I - I I I I I 1� I I 1- � I I I I I I I I I , I I I 11 I � I 11 11 I 11 11 � I I I � I I I - - ___ - 11 I I - - - - - � 11 . � � I err 0; /*,_� I r �� I RA 2 �----- I—- zi� I M_4"" C ` TBiyl E-1111--% LAJ 'A, 11 le x I le x I w I 'O"', I 111"00 r 0, I I I. I I __ I I — r_71_� �� 0 _" I +j.!.�W-jm U3 — - y__7 i—G r-11-1-19 � mi I 1 1 :1 I __ 7 , _� Q J2 — r. I a VIN Q �_, 0�,_ '010"""� (t I 1 f I ) kuu _�%� I REA I 111v MM I x 911 ------_--l"110111111 _ Ill -1 � _ Ill ` m —T-1i d - 77- �A v j a��I �1 _',�v 11 I —<D 17 1 � � I . . � . I . . . � � LE QEND: 0 CONCRETE MON5TRIP N/ NOOD If N hN i RAL c;�D FLOAT FINISH ON ALL EXPOSED EDOE5. 1V4 t 2 r= #5 RE5AR, CENTERED, CONTINUOUS 0 1/4" RADIUS EDOE. LEOEND: tu @ PAVIN67 FIN15H SURFACE PER PLAN. 50' HT SEAMLESS TAPERED ALUMINUM 1/2" TOOLED RADIUS AT EXPOSED I . . �< 1'61' ' . 4' FLAO POLE kq/ REVOLVINO TRUCK EDOE5. 4- .4 AND ALUMINUM BALL. z FIN15H 6RAVE JOINT FILLER SHALL BE AN51/A5TM Q:2) BASE COLLAR 01-152 PRE-MOLDED, 5PON&E RJJBBERI ILI 0 0 p'j, A. CONTROL JOINT FULL)O' COMPRE55IVE 1AV RECOVERY COMPACTED 5U56RADE PER 501L RATE OF C15% MIN. 1110 0 61b.- P-A 2" THICK NATERPROOFINO COMPOUND ENOINEER'5 REPORT '00� ( 1 1 f I Q4) BACKER ROD SHALL BE CLOSED CELL Li 2 4 5 POLYETHYLENE. n 51-61 DIA. ADJACENT PAVINIO. j I "OUN-ORAPE" POL*rURETHANE r A R 1v, RANCHO CUCAMONGA HAR.PNOOD NED ISSE51 T-'rP., 4 PLACES 4' SEALER BY: PECORA CORPORATION NOTES: 2 . 4 ' I I V (500) 525 obe;oe�, OR APPROVED INSTALL SCORE JOINT AT 101-oll O.C. 4 EGUAL. (j(o #4 REBAR TIES 0 121, O.C. 4 4 A Af� DRY PACKED SAND 4: Ir '% I COLD JOINTS NITH #4 REBAR, MODEL 4 INSTALL 5/5" EXPANSION JOINT AT 20'- SPEED DONEL AT 24" O.C. AT ALL O.C. MAX. 5PACINO 4 NO. P5D 12 / #4 TS. V41TH PBD / #4 BL. 16-6A. OALV. CORR.U6ATEDSTEEL .4 PROVIDE 45 DEOREE MITERED CONTRC B. EXPANSION JOINT A BASE. PAPER NRAP ONE END 41 <4 TUBE. JOINT AT 1:10 CORNERS. I FE I I I I (aOO) -M5-60155. CONTACT: MIKE �i I 1=1 I I- AVo'%� 0mwL___1 I i I ,i I 1 6 1 2 DAVIS. I] I I E I NELDED STEEL 1^1EDOE5, TYP., CONCRETE TO BE 5:2o-o-:25oo MIN. (6 4 PLACES. fit RJM DESIGN GROUP INC. ww 1/2" THICK NELDEV STEEL PLATE NOTES: I I �__ III I I :� (INSTALL AT ORADE LEVEL AT5NALE a ci- 2 iH, ,E,LI I��, < CONCRETE FOOTINO - TOP OF �4 A LOCATE EXPAN51 ON 10 1 NT5 EVERY 15' O.C. 31591 CAMINO CAPISTRANO I EEd 1 8 0 cy G 4 11 4. 4 UNLE55 OTHERNISE INDICATED ON PLAN. SAN JUAN CAPISTRANO,CA 92675 IL Ui FOOTINO TO BE FLUSH NITH 4. 949-493-2600 FAX 949-493-2690 W Cy WWW.RJMDESIGNGROUP.COM ADJACENT CONCRETE PAVIN5 PER QE)3 LOCATE TOOLED CONI ZOL JOINTS Qb 7 Av"%, PLAN. C. g0l�p JOINT EVERY 51 O.C, UNLESS OTHERNISE CONSULTANT: le-,- < F I N ISH ORADE. NOTED ON PLANS. Ir- U 0 SEALANT COLOR TO MATCH ADJACENT 0 z COMPACTED 5U56RADE PER U- @ E PAVINO. SUBMIT COLORS FOR REVIEN. 50IL5 REPORT 4 STRUCTURAL D ALL EXPAN51ON JOINT SEALANT TO BE -71NEER'5 SPECIFICATIONS 6 ENC 5EEPED NITH 51LICA SAND. IL 8 4'' 4* 4 4 NQ]Mf2: A @ r5 ZDT , aIN6LE BLADE OUT IN PED. AREA r �.DOUBLE BLADE CUT IN VEH. AREA Q�) POLE BY BAARTOL N/BRONZE FINISH D. SAVVCUT JOINT 10 AND N1 INTERNAL HAL*rARDSYSTEM. 5/4" IF PAVINO LF-55 THAN 4" THICK. AVAILABLE: M.H. PONELL 4 CO., INC. I" IF FAVIN5 4" THICK OR IOREATER. SUB CONSULTANT: SCALE SCALE SCALE v FLAC.7two�ULEmom 1/2 _5� ro MLOlIo"�Ncoopumt� I Loo uNco,*K TE J uAow4 I `N`T5`" LE E CONCRETE PAVINI5 REFER TO MECOMPOSEZ) 6,RANITE, PER CONCRETE PAVINO - REFER TO CONSTRUCTION PLAN FOR COLOR AND DETAIL 5, 5HEET L:2.1. CONSTRUCTION PLAN FOR COLOR FIN15H AND FINISH. roll CONCRETE MON CURB, PER #5 RE5AR AT le�" O.C. EACH NAY, E;IETA I L 5, SHEET L2.1. #5 REBAR AT la" O.C. EACH NAY, CENTERED IN BLAB CENTERED IN SLAB. FIN15H ORADE NOTES: FIN15H ORADE. PAVIN6 THICKNESS, BASE -.00 COMPACTED 5U56RADE PER 501L PREPARATION AND REBAR FER CONCRETE PA\/IN6 G COMPACTED 5U55RAVE PER 501L EN61NEER'5 REPORT REINFORCINO ARE 5HONN FOR DETAIL ON TH15 SHEET. LE ISSEND: ENrvINEER'5 REPORT. BID PURPOSES ONLY. VERIt`Y COMPACTED 51JIB-SRADE PER SOILS #5 REBAR CONTINUOUS. 1/4" TOOLED RADIUS. am= uj 1/4" TOOLED RADIUS REGUIREMENT5 OF THE SOILS REPORT. 0 REPORT AND COMPLY. CONCRETE THICKENED ED C5E. CONCRETE MONCUR-5 CONCRETE JOINT5 PER DETAIL I , PROVIDE FIN15H SAMPLE PER, FLANTIN6 AREA. 9 TH15 SHEET. SEE CONSTRUCTION z SPECIFICATIONS. 5 le� COMPACTED 5U5-C-7RADF_ PER PLAN FOR LOCATIONS. < Lu k*2) SOILS EN67INEER REPORT. 001%11� &t Q�) PLANTIN6 AREA -7 1:2 NOTES: 4 TYP, PAVINI5 THICKNESS, BASE 5UILDINO NALL, PER ARCHITECT15 DRANIN05. PLAN VIEN PREPARATION AND REINFORCINO ARE SHONN FOR BID PURPOSES -7 SLAB PER, ARCHITECT15 SIDENALKS ONLY. VERIFY REGUIREMENT5 '4 BUILPINIS 4 4' uj Z. 4 mmmm11Ih 4 d OF THE 50IL5 REPORT AND COMPLY \Q 494.0 21 1 7-, "7 EXPAN5 I ON JO I NT PER DETA I L) 4 , I < 1: '""- \4, 4 4 % 4 4 4 ' I - I , 11� , , I U5 PROVIDE FINISH5AMPLE PER 4 4 4 �4' a 1-1 ON THIS SHEET. SPECIFICATIONS. Z --.o,---o-*--.,e--o' 4 <4' INC 4 4 cri <1 I A . . ' SPEED DOIeNIELI PER DETAIL I 4 4 4 PROVIDE 1/4" MIN. FALL PER 1211 RUN 4 2 4" SHEET L2.1. IL ON ALL PAVINO 4t 4 7 NOTES % 4, S11 1114''. HEM= 4' :3 to So 4 CONSTRUCT 1AEAKENED PLANE r 1 4c 5 JOINTS AT RE67ULAR 4 4 j Ejj�E, ILI I ' 'L '00� I NTERVALB NOT EXCEED I N C-7 10 FEET. ,4 4 ALL EXPOSED CORNERS ON PICIC CURB TO BE POUNDED NITH A 1/2" RADIUS. �o J. til- 117 4 SECTION 4 SECTION 50A UJ SECTION LL ---,O00000r 5CALF-0" P It- 74 Lu r X 4 2 9 >_ "Ilillij omm 400% &'ft #Mm SCALE AIM d000ft wonn% SCALE on on 00%01, 1 om #am%"MR #mm *om% SCALE Cie =oil It ' 'o IN -*vm 0 stm:03 I a -0&mm fo"mm"AN T r171 =7 Foo"LANTERR' (*w'mUTL`.'w*%)'u'T 4 lmdi� T AV (-.;7 1/2 0 8,-Gr O.C. uj 5"XT PVC POST z RAIL ENDS TO BE CENTERED ON POSTS LEO 0 2"X6* PVC RAIL 7 HINC,> (D TEMESCAL ROBE DECOMPOSED ORANITE, -JL- JL_ PRE-MIXED NITH '5TA5ILIZER' OR6ANIIC MOUNTING BRACKET ADDITIVE. BLENDED AT A RA17E OF 12 LBS, PER, TON OF ORANITE FINES. PER 5UPPLIER5 SPECIFICATIONS, AVAILABLE FROM PVC FENCE POST CAP &AIL MATERIALS a 10cl-214-10415 EVERY POST: MOUNT WITH 2 - 10 DIA. X 16 X 1* STAINLESS STEEL SELF TAPPING HEX. HEAD SCREWS PER PLAN 6" CONCRETE MONCUR.5 PER DETAIL REVISIONS FOR CITY USE ONLY 5, SHEET L2.1 Nr 5"X!5� PVC POST DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 10% COMPACTED 5U55RAVE 08/04/03 ADDENDUM#1 STREET PVC RAIL BULLETIN#1 WATER/SEWER 4 FINISH ORADE GRO/DRAIN CONSTRUCTION 2 TRAFFIC FINAL CHECK DETAILS to 4 1_owm%1_1 A NOTES: R/W A� 2% MIN. 2% M N. AS CONST. INSTALL DECOMPOSED ORANITE PER, 4 SPECIFICATIONS. MANUFACTURER./5UPPLIER 4 4 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE �4 TRAIL RAILS SHALL BE MOUNTED ON TRAIL SIDE OF POSTS -III- 1 -1:III / " ,, : �I . " INITIAL DATE CAP,6 �N �A REFER TO 017Y OF RANCHO OUCAMONOA Ll CONCRETE HEADER PER STD. NO. 534. 5TANr,>AR-D PLAN 1002-5 COMMUNITY TRAIL; DRAWN I M E_::I I E:::I I f N I �k FINISH GRADE PARLNAY IZAND STANDARD PLAN 1010-A, CHECKED 7-T-- ci _777� RAIL FENCE AND TRAIL CONSTRUCTION NAME DATE ig NOTES TH15 5HEET. 5 to LICENSE NUMBER FILE enewaill te %0 AD CITY OF RANCHO CUCAMONGA ate 7 OF CA\�0 1 5ECTION ,Tl,zr-.SONOTUBE[ �7(Z. SCALE: 1-1/2 11 PROJECT NAME CENTRALPARK e DECOMPOSED GRANITE FORMED FO I NOTL-,J. SENIOR CENTER AND COMMUNITY CENTER JOB N 290-70 1. EVERY THIRD PVC POST AND ALL PVC 11200 BASE LINE ROAD POSTS LOCATED AT CHANGES OF DIRECTION OR END I DRAWN BY: CEH SHEET TITLE POSTS ARE REOUIRED TO BE FILLED WITH CONCRETE ION 2. CAP ALL POSTS AND ENDS OF EXPOSED RAILS CPAIS I�VC77 CHECKED BY: LM 1 ALL MEMBERS SHALL BE PVC FENCE -v O'k APPROVED J/ J, AVAILABLE FROM COUNTRY ESTATE FENCE -21-03 DATE: 07 OR APPROVED ALTERNATIVE. 4. TRAILS ON CURVES REOUIRE SPECIAL DESIGN. 31 0, DATE COMMUNITY SERVICE DIRECTOR 5. SEE TRAIL NOTES STD. NO. 1001 APPROVED SHEET. OF- SHEET Lo _g, SCALE *NOW% 'Atmbl SCALE - DRAWING L2. 1 I/ ONO. OF RAIL FENOE-5T*L'ool . L.,/ DATE Clif'NO. '"'ETA I L *0"%AT' 4 H""mA*Lo1m1#%1E'oR _,j. ?__ 10 10-A 142 Lo/C-2 tlow ti 1-1/2 1 b", ,�&TY ENGINEER Ranch Cucarl-longo Centrall P,ork 29r,170/29070-Cd '4- g000/ N\4 94 cmt CONSTRUCTION NOTESS CENTRAL 1. CONTRACTOR SHALL VISIT THE SITE PRIO12 TO SUBMITTING BIDS. 2. PROVIDE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR 14 EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. A 44 LEGEND 3. CONTRACTOR SHALL VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. loop, 4 4, TEMESCAL ROSE DECOMPOSED GRANITE, L n .4 0 PRE-MIXED WITH 'STABILIZE12012GANIC 4. VE21FY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE P120CEEDING 4. ,. ,,:., ADDITIVE. BLENDED AT A RATE OF 12 LBS, 'WITH THE WORK. NOTIFY LANDSCAPE Al2CHITECT IMMEDIATELY SHOULD FIELD CONDITIONS 4 4 PER TON OF G12ANITE FINES. PER SUPPLIERS VA12Y FROM THOSE SHOWN ON THE PLANS. SHOULD THE CONTRACTOR DISCOVE12 SPECIFICATIONS, AVAILABLE FROM DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS, SUCH -279-1095 A .4 GAIL MATERIALS o 909 DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT WHO WILL ISSUE CORRECTED DRAWINGS OR INSTRUCTIONS PRIO12 TO THE CONTINUATION OF THIS WORK. RANCHO CUCAMONGA �4 4, it7 4 81, Q 6" CONC12ETE MOWCURB PER DETAIL .4 __;P PER PLAN 3, SHEET L2.1 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY FIELD 0 4 14 j. 2' 2" 1. 2' 2 IV4 COR12ECTIONS DUE TO FAILURE TO 12EPORT KNOWN DISCREPANCIES. 4 90% COMPACTED SUBG12ADE 5. LOCATE ALL EXISTING UTILITIES WHETHE12 SHOWN HE12EON OR NOT AND P120TECT THEM 4 .4 -4 LEGEND: I Q FROM DAMAGE. CONT12ACTOR SHALL NOTIFY OWNE12 IMMEDIATELY IF DAMAGE OCCURS 4 -L RECESS. 45 DEG12EE 1/4" PANE 4 BEEVEL. 2 FINISH GRADE 4 -4 -W X 1/8-D GROOVE LOGO 6. COMPLY WITH ALL P12OVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CUP12ENT .,4" 4� <4 4' 1/8 C0 2 /00� RULES, REGULATIONS AND 012DINANCES GOVERNING THE LOCATION WHERE THE W012K IS 4 low%& 4 4.< 4. TO OCCUR. BUILDING CODE 12EQUI12EMENTS TAKE PRECEDENCE OVER THE D12AWINGS AND : 1 - (�) 1/8-W X 1/8"D GROOVE. 2VTI' 1 2 INSTALL DECOMPOSED GRANITE PE12 4 , IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABO12 OR MATERIALS OR BOTH 4 00 4 MANUFACTURER/SUPPLIER .4 SPECIFICATIONS. TO B12ING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS RJM DESIGN GROUP INC. -MENTS OF THE CODE AND THE DRAWINGS. BETWEEN THE REQUIRE 31591 CAMINO CAPISTRANO 4� 4..,a NOTE: REFER TO CITY OF RANCHO CUCAMONGA SAN JUAN CAPISTRANO,CA 92675 @ 7. LOCATIONS OF N.I.C. CONST12UCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, 949-493-2600 FAX 949-493-2690 4" 4 4 WWW.RJMDESIGNGROUP.COM ,4 ALL GROOVES TO BE PAINTED W1 STANDARD PLAN 1002-B COMMUNITY TRAIL, TRANSFORMERS, ETC., Al2E APPROXIMATE. NOTIFY THE LANDSCAPE Al2CHITECT F-XTER1012 CONCRETE PAINT. COLOR: PARLWAY IZAND STANDARD PLAN 1010-A, PAIL IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFE12E WITH THE P12OPER 4 4.4 ' -R 194 SPECIAL FENCE AND TRAIL CONSTRUCTION NOTES TYP., RAL 8004 (PE= EXECUTION OF WORK. CONSULTANT: THIS SHEET. 4 4� CASPAX-7 POWDER COATINGS). 8. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION D12AWINGS WITH SOIL ENGINEER'S -QUIR-M_NTS. NOTIFY % 4 SQUA12E PANEL REPORT WITH 12EGA12D TO BASE PREPARATION AND FOOTING RE E= E �4, 4 ELEVATION OWNER IMMEDIATELY IF SOILS REPORT RECOMMENDATIONS DIFFER FROM DRAWINGS. THE - z DRAWINGS S ALL 4 SOILS REP012T RECOMMENDATIONS, IF MORE ST12INGENT THAN THE H SCAL5 3" = I' TAKE PRECEDENCE. 44 9. CONTRACT012 SHALL BE 12ESPONSIBLE F02 COORDINATION BETWEEN SUBCONT12ACT012S SQUA12E PANEL F012 PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION SECTION UNDER 012 THROUGH LANDSCAPE ELEMENTS. SCALE., 6" 1' LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATIONS TO BE VERIFIED BY LANDSCAPE ARCHITECT ON SITE. SUB CONSULTANT: P12OVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED 012 STAINED ELEMENT TO THE OWNE12 FOR REVIEW AND APPROVAL P121OR TO APPLYING FINISH. 12EFER TO DETAILS AND SPECIFICATIONS F012 SPECIFIC SUBMITTAL REQUIREMENTS. SCALE PROVIDE A 4' X 4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY OWNER'S 1.100, 1 V A k REPRESENTATIVE FOR 12EVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO UU b 111111< ' TPQ_%01A1L LI'HT t"BOLLAIRCeIL) PAk-111%%. E E" T" AIN INSTALLATION. REFER TO SPECIFICATIONS. r% ^ WHERE=- PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE I" IN TURF AREAS AND Z)ee Landscape Structural L)eta '1' 1,, sheet LZ)10.2. Ak lj%� %00 1-1/2" IN GROUND COVE12 AREAS UNLESS OTHERWISE INDICATED. ED 5 IN TURF AREAS. 15. DO NOT EXCEEE :1 SLOPE ED A SLOPE OF 20:1 (5%) ON PROJECT WALKS UNLESS OTHER 16. DO NOT EXCEE WISE INDICATED. LEGEND: 17, DO NOT EXCEED 3-1 SLOPE IN PLANTED AREAS. 12 CUSTOM COLUMN MOUNT WITH MISSION 0 STYLE T-BAR OVERLAYS, WITH 18. CONST12UCT ALL CURVE TO CU12VE AND CU12VE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. OPALESCENT GLASS (WO) LENSES AND 101, BRONZE FINISH. 19. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI o 28 So. DAYS. P12ECAST CONCRETE BOLLARD MODEL _T 0 UJ NO. QS-3B (MODIFIED) BY 'QUICK CRETE PRODUCTS, CORPORATION. COLOR: C3 LATTE, FINISH: T2 LIGHT SANDBLAST. Z 3: TRAIL CONST12UCTION NOTE& REFER TO ENLARGEMENT ON THIS < 0 CL .9 soft SHEET, FOR SQUARE PANEL. PLACED EY 2" 1. VERTICAL GRADE; The following grades shall be observed. A* W V 0 01,1-70 ON ALL 4 SIDES. 0 . co U U) 7 0.-5% optimum < 4 l-_ 0 10% maximum for distances over 500 feet. -7 >- (D -CTRICAL DRAWINGS. 0 CONDUIT PER ELE < Z r _J 15% maximum for distances limited to 500 feet or less, (DASHED HORIZ./VERT. LINES) LU p \0 A 4 0 < 2'-5"SO. 20% maximum permitted only in extreme cases and for short ly z z 2 t- distances under 100 feet, and only in cases where no vehicle 4 low 12"L X 1/2"DIA. SS BOLT. TZ LL _J 1"4' access is to be expected, CL 3" L 4% 4 < 0 1-6" -------17 t- F IL :D Z 2" DIA. GROUT POCKET. EL 2. CROSS SECTION: 2-4% optimum. 6% maximum in approved location only. 4 z imp z N 2'-5"SO. F. ob 4" DIA. SLEEVE FOR ELECTRICAL 3. DRAINAGE: Where trail gradient exceeds 4%, water bars, splash curbs or other me 0 C4 9 CONDUIT. (DASHED VERTICAL LINES) 11/2"--, 11 11/2" 4 diversionary devices may be required. Location of drainage devices to be reviewed 6: 7;& -_ 4 and approved by the Traits Advisory Committee, k"s) 4, —7— < 8 X 1' 4 4 < V 1% N 4- 1' 6" CONCRETE FOOTING PER STRUCTURAL. EXPOSED FOOTING TO ...... 5:1 max, turf '/ground cover behind rail, Occasional slope & 3:1 max. shrub , 44 RECEIVE STEEL TROWEL FINISH WITH 4 .4 < variations will be considered on a case y case asis and will require approval J I 1— 4 -4 4. 10, 4 1/2" RADIUS TOOLED EDGE. 0 by the City Engineer. 6 UJ J- 5. SURFACING: Trail surface shall be decomposed granite with 4 inch minimum base, FINISH GRADE. 4 4 4 Remove rocks and debris and grade surface smooth. 0 T. 0 UO COMPACTED SUBGRADE, PER SOILS 4 < 6� CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight klej MIN. 4 MIN. z 4 REPORT. distance to be maintained at all intersections and drive approaches. Fence line shall Sh. end 10 feet back of the B.C.R. or E.C.R. in 20 foot easements. In smaller easements, NOIE-5: 11/2" 4 z 4 determination should be made case by case. Fence line shall end 5 feet back from 10 PROVIDE SHOP DRAWINGS PRIOR TO 6" (D the top of the -X" at drive approaches. Adequate access to utilties should be maintained. FABRICATION. 2 114 L* Fence line shall end 2 feet to either side of fire hydrant and I foot to either side of C4 ny street light or utility pole LU 040"% 4 SUBMIT COLOR AND FINISH SAMPLES. LIGHT BOLLA12D 2' < U. (.t) � A N. - 7, FLOOD and DRAINAGE CHANNEL CROSSING. Where trail must c1ross existing or ELEVATION/SECTION proposed drainage channels, the 11 continuity of the trail shall I be maintains by the SCALE: I" I' construction of,an appropriate crossing such as bridges. ramp ways, culvert etc. Wood r 4 finish concrete shall be used to prevent slipping (no metal r -7 — -_ I I — — — I -I � � � I .<4� < or transverse "medium broom 4 . ...... surfaces permitted), Natural streambed crossings should be left as natural as possible. UJ 4 <4 8. TRAIL ENTRANCE, Trail entrances shall be designed to provide for equestrian, NNW/ C4 - I I I I I I >_ %*So) -11 AV%PMOM& hooft,a a ##ON A rmm%Pwm& to 7 pedestrian/hiking use and shall discourage motor vehicle and motorcycle access, except 144e U Local Feeder Trails shall provide one or more me ns of unobstructed vehicular access �ZD Llk:�HT d�JLLA-\ "00`A%'e'MD"N E a 'A for service vehicles, Access locations subject to approval by the Trails Advisory --.. < Com m ittee. Refer to standard drawings for barriers and signs. Where there is no 0 4 barrier, the trail should be posted, 2'-5"SQ. < 10� CONCRETE APRONS. For drive approaches at trail entrances or at drainage 4 �4 crossings, concrete aprons shall be a transverse "medium broom" finish. & 4 4 4 low.. NowiiiiiiiII11IF LU .4 1 .- 11 1 1 1dr 2 11. REDWOOD HEADER /CONCRETE HEADER. Shall be 6 inch concrete header or ELEVATION —I I- a redwood header between the asphalt service road and the equestrian trail Y SCALE: 3/4" =1' Y4, 4 surface. Asphalt must have adequate structural section if built by developer. SECTION 12. SPECIAL NOTES: Most Regional Trails follow existing or planned flood control ESS/ ------------- 4 4 SCALE: 3/4" =1' facilities constructed by the San Bernardino County Flood Control District and E -of-way 4 4 4`4 Army Corps of Engineers, Therefore, any construction within their rights 4.:� �4 requires review and approval by those agencies and is subject to their standards 4 4 policies. .4 No. 24953 4 PRE-MANUFACTURED LIGHT FIXTURE AND Exp._��`, LEGEND: POLE BASE PER ELECTRICAL PLANS, CIVI 4' PINS (BY MFG. OF PRE-CAST CONCRETE BASE). COMPACTED SUBGRADE PER SOILS REPORT. OF C 4 4 -10" DIA. BOLT PATTERN. INSTALL REVISIONS FOR CITY USE ONLY 8" 4" DIA. CONDUIT PER ELECTRICAL ENGINEER'S �44 LIG14T POLE PER MANUFACTURERS DATE DESCRIPTION APPROVED INITIAL DATE PLAN, TITLE: 4 23/4' 23/4' 23/4' 23/4' 08/04/03 STREET 4� A .4" T AD-DENDUM#1 4 ELECT121CAL PLANS F012 ADDITIONAL Y4" Y4 CURRENT SPECIFICATIONS. REFER TO C4 ELECTRICAL CONDUIT PER ELECTRICAL WATER/SEWER INFORMATION. 4 4 IT. 4 0 -NGINEER'S PLANS. 4' E GRO/DRAIN CONSTRUCTION TRAFFIC FOUNDATION PER /7N 18" DIA, LIGHT POLE �4 A -GF CONCRETE FOOTING PER STRUCTU12AL LE END: STRUCTURAL ENGINEER'S PLANS. FINAL CHECK Q2) ENGINEER'S PLAN. NOTES P/W 4" 114" PANEL RECESS. 45 DEGREE -TE LIGHT POLE BASE (D PRE-CAST CONCREE 1001*141 BEVEL. BY 'GUICK CRETE' PRODUCTS CORP. SEE 12" LONG PINS X 1/2" DIA. PER STRUCTURAL AS CONST. 4 4 1001%& d r e�A ENGINEER'S PLANS. 118"W X 1/8"D GROOVE CENTRAL .10 1 1 MANUFACTURERS LIST ON THE A 'Lo 2 li�A 4, 4 �4, PARK LOGO. CONSTRUCTION PLAN. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE NQIUS�-_ N I .00, 1 - ',�D S Cp,j? loom%, INITIAL DATE 118-W X 1/8-D GROOVE. 4 4,1 LOGO PANEL: 12EFER TO DETAIL 3A, THIS ,p "o INSTALL "LOGO PANE=-Lw ON ALL FOUR (4) DRAWN �4_ SHEET. 4 SIDES OF LIGHT POLE BASE. 1' 4 4 CHECKED NOTE. CONCRETE PAD PER ELECT121CAL PLANS. A 44 NAME DATE 4,, EXPOSED CONO2ETE TO 12ECEIVE STEEL ALL GROOVES TO BE PAINTED W1 LICENSE NUMBER FILE A�, ED A T120WEL FINISH WITH 1/2" 12ADIUS TOOLE ERIOR CONCRETE PAINT TO 4, EXTE 0 C�11 EDGE. .4 MATCH MONUMENT SIGN. COLOR: CITY OF RANCHO CUCAMONGA A' I . A - Y,47 4. 4 RAL 8004 (PER 104 SPECIAL REBAR FOR CONCRETE PAD. REFER TO CASPAX-7 POWDER COATINGS). Q) ELECTRICAL PLANS FOR ADDITIONAL PROJECT NAME CENTRAL PARK i-L- 4 4 �4 4 INFORMATION. JOB NO.: 290-70 SQUARE PANEL SENIOR CENTER AND COMMUNITY CENTER SECTION 11200 BASE LINE ROAD SCALE. 6" 1' DRAWN BY: CEH 4 SHEET TITLE 4' 7 CHECKED BY: LM -4 �4 4' .4: LOGO PANEL APPROVED ELEVATION '4* SCALE: 3' 1' DATE: 07-21-03 bee Landscape Structural run%etail, sheet LS10.2. DATE COkMUNITY SERVICE DIRECTOR SHEET: I APPROVED SHEET OF�� 40% DRAWING OF— Uz 62 N 0. 03" A LIGHT LOG(D` :*3B LIQ-�H'T P"%E[O)E`-�--TAL TA E RCE NO. C IJT7JN'GI�EiR L Ranch Cucarnonga Central 111a,rk 29070/29,070-Cal 4 4 —7, 2 III I A F411 J 001� . . � I I I I I � __ , ,- I I I . 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I � � I I - --____________ � 1 04 1 --__-__ - 1 101 1 10-1-T-1 r" ` CIO I MONO %,.�hN i RAL I a I -qqq9 I M to, I 11 3/4" 1 1 1 . / 3 41-1" I Ilk ! I mahko .3 qrp 6� -IV_ ./ � ii/4- I � / W 1 6 1� I I I 4r " ,jj_1 � 1 : 1 I I I I I � I T. X\ 9 9 3 4 21/ ' 1 1 " I I domw I ir \_ z 1 /4 11 " 11 I I 1 000hik 1� � *+ : , � � \... 11 W, \%IN __1' I " 1 _ 1/2" 11 1 2"� I 1, 3/4 V 1 1" -11 1" I .0 I 1 3/4 1 1 i ,& MATCHLINE SEE SHEET L3.4 � " 1 in 0 1 1 1 *4^1 1 " 1" I - I " ' ' I 11 - 1 3/4 1 1 1 � I I I 11 LIREEP'j, I I 0 11/2 1 1 -1 ,,, / I I I I � - ", " 1 1 1 1- , 5 ''I'll, I I - I I M = = I M M Am im ml� M M, M = M = M = = M = � '' I V "" 1 11 I I ''I I I ; I I I +* , 000 I I 11 _� I I I L I I a 141- I 0 0 "I I / - I I I \11 11 " 141" J11' 60 ""�� .--__-0 .000 \ I 1 212 " 11/4" i I I , ** � I 1 21/2 0 - I I I I I � "1117% 11 I I � 0-- " I n" / I / is I : I I I , I - 1 1 2" 11/4" 00 ; I I " 1 I- I � I � no I 'll ' ' I 11/4 1 1 1 1 1A , , 1� 11/4 , 0 1 1 'I" / / , N Y A R K ,9 1 1 1, I I I \\ I I I_", 11 " 1 3 4" -1111 , - I' ll " .?"� 1 111/2 1 1 1, I ^Alk I 1 3/4 , 4 � I " I I I I - � %)\ If I I I I I A& I I �, - #� I P, I I 0 1 1 `1z i I RANCHO CUCAMONGA I I 'Ad' ,�-\ � 10, 11 3 " i N �, ", ?-. - . � - I /Z "I I " - - I " I I 11 I 1� I ' , 1 3/4 1 1 a - I � I I I I i \ / ' I /11 I I mor I"� 1?L-10 , ""I-, I I'll . A , I I 11 I I 1, _�� , 1 3/4, 1 1 1 " 11 I ; I I I 11 +* 1� 1, "� \ " 0 1 1 , " 1 1 i I I I I I ' " 'I I \ I � il-11 -1 I I- -1 J/F* � / 3/ ,� 3 1 -1 I I 1 11/4 " / I I I I I I I '_ ' I-,' I 11 - 11 I I 1-111,111" N , I 11 , 1 \ I " le I I I i I � i I I I I I I I - 4" " r__1 1 3 , I I I ' ll , 11 � 0 ' i 11 �, '11- - , I I I - 3/4 1 . 11 3/4" 3/4 1 1 � - ''I I I - 1 3 1 " I I I 11 ""111 I_ - I I / 1 I I I 11 I I 1 I 11 '' I 11 ''I ** I I I& '', I I I I 1-1 1 0 - ''I 1 111/4 1 1 11 I I I I A� ^ � \1 I ''I'll I 1 11/2 " 11 1,I 11 11 I - 'I', , 11 11 3 4 N 1 ''I - 1 -111111 I I ' ll " in 1 1 1 1 1 71 H22 I I (b, , I - �I - I , 4" 1 1 � 11 - , � I 11 .000 I I I I I I ),- ' 'I "'N I I I I I 11 V_ � 11 � -A I I 1 1 - I A& I I "" .&� - I I I " I I ,__m I I'll, "I' ll -' ' 000 1" X I / I I I , I I 1, I I I N I Az 11 Z I - 3/4 ", , "I'll, I I I I 0-_� "Ill - I I I I 11 I � i ''I ,&. , $" -1 -I � I 11 I I 0 � I I I I � i I I � I , � I I �, -1 " 1" I " I _1 11 I \_L/ I I I I � I " Awl - (Z) It I - 11/4! 1 � I - I I I I I 1�I 11- I I I Ak 11 AW I 1/1 1 11/4 1 - "_ I I - ''I' ll , 11, - I T � I I 11 I I I( "I I I I A I " I I 1 1 � 1 I I I A� , C? 9 1 1 1 � ,/W\# I I i" 11/4 11/2 """ I I " I I c 11W -, �', N I I I I 1 15 11 I I - , I , �t I- "I 11 11 3/4 11 I I ) I 'N�I�,I �I I I I I 0IF I 11 ''I 1 6911 2 1 " I I I 11 I I ''I I I I .�,__ 11410 , - . / I I "I 'll, I I I � I I 11,� 11 I . 11 I , I I I in I I I I I I I I I 11 11 11�1 I � � I I , ._� I I �' I I I I' ll 1 " It I I I I . RJM DESIGN GROUP C. - I I I I +4 11 I , I-, I ''" I I , I ' I 1 4 1 1 " 1/4 1 1 �, I I 1, �, I '' , i�11-116 I I FTI I 'll -, � ''I I 1 11"' 2_1 11 I 1 31591 CAMINO CAPISTRANO I I I I I'll I _- I i I I ' ll "h, , 11 I I_ I _+ I 11 ,I 101 I -1 I I I : i 11 I ,.V I I " 47 J10 I I I I � I I I I � I 11 "I I I 1� I I I , I I IN�_ I I , I 1 3/4 __-____ 1 In 1 1 SAN JUAN CAPISTRANO,CA 92675 1 II , , I I I . I I I I I I I I 11 I 11 I I 1-1 I .#- I . " I "I \ 1.5 1 1 1 949-493-2 F X 949-493-2 9 *+_1 " � I I -1%_.1, . ' 'I I I I I I - 4 I— . I I 1" 11 I I I ,�N I 11 I I I WWW.RJMDESIGNGROUP.COM � 11 .10 11 I � I " 3/4" a 1 15 4- I I I -1 I I I 11 A,-,--,-% I �__W_� I , 11 � 11 I 11 �� 111� I I FOR COURTYARD AREA, .1 ' ' I'' 3/4 1 1 - 11 I - I I I � 11 I � I I *. I �, I I I 1, '' I I "I 1 48 / A 11 (2 I -, I � I 1. I � 1-�, I&'' I I'll , I'# REFER TO SHEET L3.9 "I I - 11/2" 11 I 1, I ' ' I I I I �, I I I 11 CONSULTANT: � I I 11 I I 11 I I 11 I , I , Y§" I ' ' I I I I I I I I I I I 11 I N ''I I I 11 I 1?. "I 4 _� 1 V1.5" /, I I I I ' I', I I I I I I I I ! I I I � I- I& 11 � � %----.-/ " 11 I I I I I 11 . � 2" 1 2 6 1 1 : I I A, I I , /. I I I 11 " ' 'I "I 1A I I 'N I , I I I I I I 11Z4 I I _�. 3/4 I I ,I I A�1 , I'll I I I I I , 0 1 11 L� "I I I I � I N�,I I I 1 vt � ','� 11 I I I - I I I I e '' 1, 1 12 -1, CD 3/4 1 n (1A I 11 I I I 'll,I 11 I " I I 1 15 1 1 1 1 . ,I& I - '' I I I - I I I - I 0 : I I I � I I I I 1 1 1 _1 � I I I I I I I , I , I I I " `* I I " I "I i 1 1 1 , 45, 1 1 1 1 1 1 1 11- 11 r_I�i:0 I I ! I I . I I I I I I '' I I I / I I I I I I I- I I " " 3/4 1 11" I _r J, Q` I � /6 11 I � I I - ) '1�0� I I I " 1/2" " 1 1 4 1 1 � I I �& I'll, � I 1 1 2" 1 1 Z2'1 11/4" 11/4 �) " in I I I "I I i I 'I" I'll, ___�� 1 1 1 ! ,I ". I I 11 I 1 1 - 4" -- 3 " 1 3/4 ,I i ,C*A& I I ,�, I I I I ' ' I 1 3/4" " I I :!� I I I I I 11 I I 1 1 1 � I I 'N �I I I I 1 3/4" I I I I I 11 I I I I I I I I I I 1 12 a I � 4" , � I - I I& � I - I I 1 3/4" I I 11 I 1 4" I I 11 I I I 1 1/4 1 1# I I I I I I I I � I � I /111 11 I 11 I I 11 I I I I ,/. 0 1 , I J 8 59 i I I I I ." 12,, 1 SUB CONSULTANT: 11 '' I � " I - 1 I'll I I I I I "Ill ii/ Z_ 3/4 1 1 1 FOR COURTYARD AREA, I I I j- A I I I � " /11 2 -_ I I I I I I 11 I � 11 I I 11 11 I � I ; I I I � I I I I I � I 1 4 REFER TO SHEET L3.10 " I I I 11 I I I I I 11 I I I I I I --1 11 1, I I'll I I I I I I I - I � I I I I 11 I I 1� I 10 6 11 11 I I I I : I'll I I I FOR REFERENCE ONLY, EXCEPT FOR I I % I 11 I I 1 I I � I I I I � I ' I' ll, - � I / I I I I I I I I'll , , I . I I * Ah� I I I -,-* , " I , I : : I I 11 I ' 'I I 11 I I I " I 'll- 11 I ,_ ,� ... Q �P, 11 I ''I-, , I 11 I - I I I � I I I 11 " - I I I 4-1. �11 I 11, I - I I - - � i - ' � � " 11 " I 11 - I is - I I ,� 3 4 '' - , "I . " IRRIGATION SLEEVING. *+ - I 11 I 111,� 'I ', I 11 � ' 'I 11 I ' ll ' I I I 1_11_�'. I'll, I'll, �, I I ,I, I'll ''I 11 I I 111, I I ! I 11 & � - I,- I,I Ak� �*N 0 -'_,/9 I I I I'll /�p I ' 'I I I I,- " 3 4 11 - I 11 I A, 11 I 11 I � J I I I i I �/� \ I _', �, � I I I I 11 I 1, I - I- 11 1 - N', I ' 'I I- ", In � I I I I � 1, � I I A. rrigation sleeving shall be included under - -1 11 I I I I I I � I Me . 111* 1 4 �' "I -1 :11 ,� I 11. I I 11 / I " I I 11.1 I I ''i " I I I � I I I I , I I�+11%#- ,I � I I I I I I contract. See notes, details, and el - I I � 9 I I I " I ase t5 I I I 1 �"1� I- --.R,,,,. - ,, _0'' �, 1 3 1 " 1�_ � I -1 31A I - I, - �, I I -11,' I - I--3/4" j/ 11/4 1 1 / I I id � - I I " ie, - I-- I I 11 I I I, 11 3/4" '_- _- , - I " I I I ; I I I - "I I I I I � I I � SO* 1� � I - _ I I I'll I 11�I-1 I , I - i�, , "Ill 1 V 0 11 I IAN-- I I 11 1� I I I I I I specifications for,addifional information. I , J-1-11-1% - It -\ � � I 11"' ,� I - - "I 1/2 3/'t I I I I I I'll I 1 � I I I -I I - '' "I %; _T I - I I I 11 ,� I " - I � 4& 1 " I a 11 I - I I � - , --",-,-,, I I - / I -1 3 I'll i 1, I "I 1 3/4 � I I I I I I � 11, I " " 11 1 3 4 1 1 1 ; I / I I 11 I -- 11 I I - I I ! , I I I I - " 1 1 63 - � - ' 'I I - 1 3/4 AA , ." I I 1� _. 1 3 , ,, I , 11/2" J17 12 ,I I 11 I I 0 1 1 1 'I I I :,-:-1-1"' - , I " 3/4 2 ------- I I - ''I / - � I I — ' -11, -I,- " I I I I I - I I I I I I " 'IV I F / I . - " 11 " - " I ,�, 1 N 1" � I A" I I I i 1� I I I I I I " " I 11 , '4- , ,- 1-11, 11 B. Iri-Irlation point of connection, lateral service, � I - - I I 1 % , "I I I � ' 'I I I I' ll 1- \ - I I I I I "" , , 1 1 L I ! � I , I - � I " , -1 I : I ", I * 'e, I I I * �_, I _, 11 , 3/4 -_ I I - I ,_ ,� - 11- I 1 1 11 4 - ��j , 1; I / 11 : I I an8 stub out shall be provided as part of the /- A�, " -''- , I " in ' 'I 1,1,1 11� 11� ,- -I ) I n I I a) � I I � I � � � i I I i I I I I%& ",,_I- ,�11 1" 40 11 - - I I LI)L_ " 11/4 �' : , I I I � I -, I A, / " 1-1111-111 I 1_ - I I 1 3 - -1 1'� - I 1 91/2 , 70 1 1 1 1 . I I / .AW _', " 11 11 I I I I -1 1� 3 4" 1 J16 I I ngs. I I I * I 1W_1 I __ I "", I ' 'I I I 1" in I—- 111 1- 1, 11�� I �, , - I , 11 I : / , I I I base bid. See civil engineer's draw* h. 19 - \\-- I 'f-f. C=) 1, 11 11 I 11- - -1 -.1- I'll� I-1-11, I I - 1� 11 I- NVI I � " I I I I I � I I I � , I I I I I I " I I I M I i 1 1 1 1 1 - I I I - I I I " I I I I]/ I I I I - , 1 3 4 14 1 1 1 4.� 11 - I I \ n � /_I/z " 11 I C. Electrical service to irrigation controller - - I I / I 0 1 1 1 1 C.Ow ^_ 'I, I— 11 I I I I \\\ 4 - i I 1 21/2 " � I/ I � I I I I I I I I I � I : : I I � I I , , I I I I I " 11 I ,I I - I - 11/4 : I I locations shall be included as part of the 1 '� I I " I I "I- , - " 11� , 11/4" ' , ,---E - - -3/47 111�' - " i I / I I I De i , , I I � 1/4 1 1 1 1 , I - ____ I -1 / I I � I X 11/4 1 11 " I I " I I I '' 1 I " I " I _e1A � I � I I 1101, I 1 2 1 - I I 11 _.d I I I 11 , 1 I , I I"" I - 3/4 ' I,- " 1- � , - � \\- I - In I / 11 11 I � I / P \ 40 3/4 1 , I I I " 21/2 In I I I / base bid. See electrical engineer's drawings. % I I I 11 1, J18 1 - I I I I I I � I - I I I I I -, I I I 4 I \) "I I - I I I I " I I I I I � - I I I I 1 12 1 1" I I I I _��11, I - I , I I I � �, 1.5" " I I U) " / I r,,I 1`11 1" I / 11 I I i < 11 I " 11 I I 1, I I 1 3/4 , - _"*__��,_ �� ; / I � I I I I I I I I : I I I - 1 1 11 I I ; I" 1 " � I " I I 1 I I Cie I I - I I I%Dr I -11 I I I : I , . -11 -, I I �, I 1 11/4 " I I - I I 11 3/4 A I � I I I I I CL I I I I I I -_ 11 11 -1 1-I"I � I I -, 11 � � I W, X I � � I I I I I I � 3/4 I I I I I � I 0 3 , �I I - I I " 11 ,_ ''I-,, I - -1 I 11 11 11 11 -1 N I -_ 1� 1� ' ' : I� 11 I I - il I I For the Irrigation Legend, Refer to Sheet L3.17 i � \ 11, Go H 1 3/4" :1 \ 11/4 1 1 1 ""I'll , I 11 11, I ' 'I - 3/4 19 I 11 11�, I- I C51 I - �1 I I I I I � I I N I �_ � *___ I I " � I I " I I I I I I I "I� -I I I I � - I 11 I I I I I � 11 �I r___1 I I I � I I I I ===j I 11 1 /4 1 1 1 1 " 11/4 1 , I I 11 "I " I 1 3 1 1 :� I I I I 1�1 I I I I I I I 11 For the Irrigation Water Calculation, _A0 I ;�# .11 I 1 11/4 " , I I I I �'.1 I to I I- � � 11 I I I I z � " ill I I I " � I I ,I � " 1" 3/4" 1 1 - 1 - 11 I I I I 11 I 1 1 1 14 1 : I I LIJ I I , �, : Refer to Sheet L3.18. I , I I - 1 4P N-1 1 1� in 3/4 1 1- 11 I I I I I -1 ' n ,. I �, - / � �, " - -, 3/4 1 '_ �_ I � I I I I I 1 4q, < ,LU 11 , - I I I - I I I - -, \� , \� "I I - I "I- 1 11/4 1 " 3/4 N I '' I I __j ff Is I 11 I I ` - I I I � � � - _', I " 45 E30 48 1 �IE31 '11/2 1 3 4 1 11 I- I I I '' I \ " 3/4 ". - I I I D 11 I I I � 1111111111111111111111F 2 rA \1 n 3/4 : - 11 11 " I I— I - 11/4 1 / 11/2 �� I : I I I De (f) %kj I - I I 11 11 : I I : .)IV ,�I '' 11 14" " A" - -, -I I 'll 10 \ I 11 I -- j.........% I � - j z I 3: a ,a,, -1- 11", I—, " I I - I -11 11/4 1 1 1 i I I I I I E WI'— 11 " 11 I �-, I \ 1.5 \ 1.5 1 1 1 1 1 1 ", I I "I'll I I I " - I" 4 I 11 ,�,i I I I I I I I I . 40 _11 1- " , I " I I'll 11 " I I 11 " I J19\ 26 - � : I I 1 ! 1 1 LU I : I NOTE: 1�� --r >. . ' i ... , " I I ; I I I " I -0 /4 .5 , I I ", I I I 4 - 1 3___-1-1 N I I --- I I - 1 Ab �� I I 1 � I I �, �w I I,', 1 1 --a7- ---� �t " / 11/4 A �� : � > I 410 �& � - 1 I � - .000 11 - 3 it I I I I I I I IdNEV - � " I I 1, I " _1� - I I 1, " WL_ F I'- I I I � I � I I I MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO �01 Z. ___ � I I I I I 101 --" I I I I I 11 11 I i I , I I 11 I I I I I Aox% r � � -" 1, I I , " 1-11,, 11-_11 1-1- I 1___W � 11/4 1 "I / 1.5 � , , BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. � , ,10EW , 11/4" 1 , I I - , � � I I I " 11 �_ "I -,- I � 11 _' 11 11 I 11 >_,�' I '__ 16/4 ''�, - -1 I � < I �� 11-- , ' 1 2 1 1 , �' " 6 1 1 , I I 11 I I I � "I I " -11 , __1 1 1/2 1 - I 1- � - � " I � I : I I I I I - � - I " " I - I I - [ O _, 3/4 1 ,- .. I -I _,_, I I I I � I I 11 I—— Z/ I I 1 3/4' 1 � I "I - I : I 3 " ''I I "ftft ___ I'll .1100 1� I � 1/� 11 I I I — , I I I I �� 1 33 ''I I I I I I I MENNOW I I I I _- I , " I - J20 I i I 1, I I ftftft I'll , 11-1 1, , I 1_1 / " - I A I , I I I � I 0, 32 /E29 �I I � I ftft I � 1-0, '' , I , , I \N I I I z I I I I * I I I , - I I ,, ' 'I' ' , I I .111.1-_,._1 I - I - I I/ 3 N 3/4 1, , I � X Al I 0 1 - I I I I I I A I �LU I " I I LU ."00 ,&#. - I I '_," - - _-1- I , I�� " I I I � I I I I I -%%.- I'll I I , I 1, i I "I, -1-1 � 4 , 1" - " " I I I I , % - f 2$ __11 " ;; ":, I—, 11 11 / q( 11 I/ , I I -, " 1 1 1 - I 11-1 � I I I 11 : I I I I I EROSION& go 1.5 _111__ " I 9 I 11 I � - I � NOTE: I 1% I I �I-11 " I " I I / 11 I I 11 I � I I 11 I -, I 1� I "I I ''I 3/4"i 1/ 3/4, ; I -z I" " : ,� 11 I I I I -94 I 11 I I I C?V I 1 3/4 " "I 3/4 N ' 'I I " I I 11, E32 27_ -, I I � ,`- - , 1 1 1 11 I I IV I I . � CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL k, _..0 .J I I I I ": ) 0 01 / 34 � I � I I I � - I .j " I I / r1*j ! I : OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT,POLES, FIRE .00000 I 11 /4 1 / . � I , I <1% "%&I- - 1 -1 I , I I / , " � : I Mp S MW I ''I 1 -11, ,� I I I - 1411( it / I - 3 ��J21 I I - a; ra I \ �, 11...� I 'll, I I I I 1 1.5 3 4 9 _j 11 � z I -� I I � I I I� ,, 0 1 1 I ' / '5" I 1: I � I �, "I i HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED 4 411, I I I'll I I I I I : � 1 3/4 1 1 1 _j I ._a I 1 5 4r /go I I , I C -1 " I I I � - " It 11 I ''I N 11/4 � I _IM7 , ,,,,,, 1 1 1 , :� :, � U 4c:z� dc so I I : 6 � I � I I I -I I I I I I , " - 33 40 1 1 1 -1 � I I I 11- � I � I I I REPRESENTATIVE PRIOR TO COMMENCING WORK. . - aw I : 11/2 , - ,4" E33 n I ''I , / -1 I I � I I 1 11/2" 1 � , I .00000 11 � - I 1 , � I '' 11 - I - �5 , " I � � -%%I- I � I ....... I I - 1 -,- I / , I , I I - 3 � I I � , wmffiww� -=� -umm I :_ I I � I � I � , I I I I 4: 11 I '' I 11 I I I I I I I I I I " � '0000,00110 , _ I : ......"I,`---"...-... 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I I I I i � � () ,I I 11 ", 11 I � I " 11 - -1 1 /4" " 14 1 1 --11 -1 11 I __ - 1�, N ,�, I I 1 3 1 1 1 1 1 � � , I I I BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, �Wj ;i � I 1 /4 3/4 11/4 N I "_ I 1, --1-1 - , � � I I - I I "- ,_ I 1� , I'll, 11 � I � I " : I I - I - I I I I � I I - r A � < I I I ,1 6 ''I'll" - I 1, " I 1 /4 1 1/4 1 11/4 I- I I ''I I I I I � I ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES Uj I zz 3 4 1 1 ''Ill "I'll" 11 I I ''I'll I - I I , � �: f�l 3 9 I 11 I J22 48 I,- I I I I I �: I I I I I : I 11 - 0,01% %9 % I I 1 - 1 I—,� I 11 � 34 9 11 I " N I ,**% I-,- 1 I I � I I � I I I u %�..j � � - 11/4" ' 11 I I I - 11 I I 11, "I __1111 I I : I I I I I I AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 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I �1-1� -1 � IRRIGATION � 11 � I ,:-""",''-, � � I I I I 'll, - �'_,_ '___ _:_ __ I I - I , I �111_1-11 I I 1 -111, _ � " , _ "I I' ll I 11 I ' ' I 11 ''I 'll -11 - i -,,,,I� 'q . �-, I 11 11 I "I ''I 1-1- I I I I � � 1� I I - I I -11 � I I I " � I � I I 11 I I I 1� - " TRAFFIC 1, I I � �v I I I I I -1 I N I j--% I I � 11 I I �, I 1� I I 'I-,:- I- - n - - , I 11 - I I I- /Vl L , 1-11 I I I � -.1 I I - I ""I I I - I - "ftft I -11,11, - : � - - - I I I I P I I "" I I ' 'I "I' ll-1 -- I 'll, __111111 _,� I I I' ll, I -11111111 I'll 11 I 1 1 1 3/4!! 3/4 �- FINAL CHECK _G-___ - 3 - I � I I 11-1 I -1 I " I - - 11 -1 I "I I I I - 1 -11, " I' ll'' 11 -11 - "WIM _ �, : nt "I ''I I '' I 0 � IIII- 11-- l- - I I 1-111-111--�1-11-1�- "I 'I', 1-11, 1111-11, I",',,�I -,"''I'll 11 , I - � "I 1-13 4- - - ,,-- I - ....... , , I J1 ,\ -:131 I I 1'� I -11, I 1-11 " " I I I - I I I 11 -1 I � I I - w LIV LAN I 11 I " 1-1 � � li.11 llft`%-,��L , I'll � i I- I� _�, I �' I I , 1 2" 310 3 1 3/4 , 1 L) 1,�-..111111.......i� "I'll, -11 11 , -1 , , "I ' I I I I , I CA R/W 1 11�11 1 1 1 1 1 41 4) I , I � I I I I ',,,,,,,,,,,,, -1 I 1-1 -11�11-11- -_ I "I - 11 I I 11 I 1111-I I " 11, I I / I I - 1-111, 1_ 11 I I'll 11 " I I- � I - 1.5", -I _"I 11 11- 1 I "I I I'll, I I I 1-1-11, - 1 1-111-1111 I 11 il 11 -,,,,,I 1-111-1111 11- - I'll, I $1 11 , - - ,�� I , I I I I I I I %ftft eftift, IN-M "I'll",11�..�"'�,I- ''I � - I , I I I I I I I I I / AS CONST. I - �38 ' --'-'-" I 11,1111 I I— I -_______- .0� - " I I I " -, , - I _� I 11 I 11�11 "I I'll , I 11 -11 I I 11 -11 I'll - -11 'I', � I I � 1��' I I - I am!m .w.mam.0-NOWNW-OFAM � - 1 I - .M� _____ I ' ll 11 I I I—, 4 1 1 / I � mm" I -I 111-1 I � I " sammomp -1 11 I "I I'll, I "I I 1 ----777777�0 11 "I'll- _44�i) ' , " _ I " " "" ,- " "" -- " ,---,- " "' - , , _- I- I I� - I'll I"I I I I I I I I I I 1- I'll "I - I I I I I I I OWN=---� '10� IMM- I , - I I , , - ,-'__ , , , - I - , I I-11 I I 1, 1, "I - I I � I I , / I 11 ,, ,,, ,,,,,,,�-,-- ,,,, -, '''', � 7__, ''77,_ '' , , __ , "- - I I '' __1_1 1-1 -_ _-11, I -, I _r,_ , � I I : 11/4-1 1 ..�� - ��_ ' 'I � - ' 'I , I I � 11 '' I I'll, I I �1 .1 I I I , I I I I I -111, I 'll, 11 , �� " I 11 I I I I 1 1 1 , I "I, I I FOR PRIVATE USE 11 4" -1 - "I � 11 - I I'll, I I 11 I - I __j - 1-1 THESE PLANS WERE PREPARED BY: I-,,, ,- 11 I I -11 I'll, 11 I I I I I , , F _7 I REVISIONS DATE I I 1 4"11 I I � -11-__I I- I'll -1-11 I,- � 14 -1 I I , wow , 11 I � I I -11 11 I I I'll ,I 1-1 I I "I 11 11'' "I 11 -11 I I 11 14%,�,I I I "I'll I I I�I'll,11 � I'll, I I - : , I %I I I I ._� DSC z I I I 11 I - - -, I I I I -- 11 I- � I 11 lU,,."..........��.,.,.,=,,'1111111,111�0.....2111111� , 11 I -1 11 I I I I INITIAL DATE 4. 1 1 1"I I—-__ --I 11 ,, 1- I I I I 'll 11 -111,111, I — ' 'I' ll'' 11-11-1-1 -_,' '"I'll' ' I I ' 'I . ..........I " - , '' \,�, 1, I , OWNW, I 11 11 R . ___401_��1 _- = , � I -I - - I -I-I a 0 0 mlm� a a -8,� ==Bonn 8, a a 001-� , , , '11NMENEW a 8 a 191MONNIM N a "MIM0111" " " I 11 I I I - ING L/ .W=0Wff=__=W==W � I -_ a a I a onwm� 0 a a 40MMMUM a a a "EMMMM a a 8 M a a 40MEMOND , - , 11 I I I 11 , 11 I , 11 "I", I I I 11 ' ' - - - - - - - - - - � - - -1� � C_ � - .M� I fw� -1 I I - , - � , � 11 11 I— _ - - 111-111-11-11" - -11 1-1111 11 -,, I ,, :,,,,,1_:�:1111,1111 -- 11''': _,_; LIMIT 'OF WOPK I I I ''I I DRAWN - I "I I I .... � � _1111-1''I --,-- -11,11 , ��,- 11 1-1-1 ,I- - - - 11 I I- - , 11 .Nommmo-MOMMM, .Mmm �_ I 11-_______, �11_1,� _11,�:11- 11 ... 11 I 11 ''I I I I .1-1 - " - 11-1 ''I 11-1 1-1111-1 I 11 I 1-11-11-1-1- - �,-11-11 -,�_�- , ", , -1- I 11 I I 11 I I ��_ I - I-- I" _ � I I "I I I I I I CHECKED 11 I 11 1-1-111,1/_____,� - I— I 11 I I - ,', ,- 11 I -1 ''I , I , 11 ''I I I I I ril - 11 I I 1-1 - 11 88 1 1 11 I I 11 I / I 11, I � / D19 LIMIT OF' VVOPK " I I 1� 11 11 I'll , I I 11 11 11 I I 11 � -1 I I I I I I I I 11 I I I I " I I"''I, 11 ''I I 11 I . I ix 5 31 20 5___ 1 2 11 11 11 I I I I I I I LICENSE NUMBER FILE Re te I 11 I I I I I � 11 I I I I I - I I I (10 11z* I I I 11 I I I I- -1 I 11 I 11`1 1 89 D20 , - , - I— I I i I, I I I I I 11 I 11 I' ll � I � CITY OF RANCHO CUCAMONGA />1 Date C,) \ is I I 11 I -1 I - I 11 1. ' ' I I I I \� 2 / I I I I I I I I of, C N'�_ � I I I I %----I - I I I I I I I 1-11 I I I I I I I I PROJECT NAME CENTRALPARK � I '' I I 11 JOB NO.: 290-70 1 BASE LINE QOAD , I SENIOR CENTER AND COMMUNITY CENTER , � -, I I I I I-, ' ' _ - , , � '' ''" - , _ , '' _ , ''' ' - , - - , '' , , - , __ '' _ - _ '', , '' , - - 11 I I I �' 11 - - I 11 ' ' I - - 11 I I - , I I I I 1-1 I, I I I , I 1 11200 BASE LINE ROAD I I I I I I I I ''I , - I 11 I '' I I 11 I I I � I I SHEET TITLE DRAWN BY: CEH I I I 11 I I 1-1 I I I 11 ''I I 11 I 11 I I 11 I I I I I P -1 I I I I I I � I I I -, � " I \11 I I I I I 11 I ' 'I I I Wo"214A/ I 11 11 - ''I - "I I I I 11 - : 0 x /I CHECKED BY: M � I ' ' I'll "I 11 I I I I I I � I I I 11 I I I I �I I I A77V E D I I I I I I I I I I I 11 11 11 I I'll I I I I ' 'I I I - ''I 11 1 1 11 I I 11 I I '' I I I I � I - I I I t DATE: 07-21-03 1 1 Y42 ___ I . - I __� I I DAT COMMUNITY*RVICE DIRECTOR I ' 'I - �40` i I 11 "I I - "I 11 11 1-11 I I'll, 11 I I 11 I I -11,11-11 I 11 I I 11 APPROVED . SHEET M'? OF SHEET: As i r% � I I � -7 DRAWING L%3 a I �, �?_�CXU�' NO. 6 1 RCE NO. t7f EN�GI_NEER 2- - I __ . ___ 0 1 1 - I � FZcinch Cucamonco Cent,al 'Park 29070/29070-C-d 1 � I - I 1__1_______-_-11_11--1____11_1---1111-111111-11----I'll__ 1-1--- 11 - - - I I � - I r I . I I ti� T M11'"I 1-1\ \ pr & \ � I . � I � � � � I � � � � . . . . I . . 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I I .1 t ! I I I I I I ! � i ________________ - * � � I f i 1 1:1 11 I I_�- I �, � I I � 1- ', I,, I ��,/ 'A" I I I %" '. " I I i I , -10 'I :: ,_�W_ - I / ""'01-1--�/ I I ,,, "I N N ____ - S::�� - i "1---ft.ift _______1 / , � t � - _Ci1__===============y=zz__ -i I ,/ I,---- Z-1 ,", 11,�, I ',\�, S I � I �� _��,"-I __,______; -1 I i �- ... ,I i = ------\ I I ,�� N I i _ r- L_ , -_ � �_ - -------��j a ,� __L - -ft.1 I 1 , 11"-, --r-11017 _�Z� I "" ',�� I 11 ,11,, y I 1 . . I I .. � /I . - \ t- I I � I f I I � 1 -_ V _____� - K I 1, � I I ��,,,� It , -Nomt, _.�.,!. .,. -�;-.�--�---,�,- �- 0�7 , ,� tj.� _N4/__ J / 0 /\ I 1� \ ,1 I I I 1\ / 1\ �'____,_ - � ^ -- � ,:�', 7 -, " � \ - " q� 'RA' 0 Ca , _11,/ , ,_1, 0 1 '"N' , ___ 4 �� t 1" _N , � \�t- "� C 1 5 - � 11, I �"c I N 1'�, i Ili i I \ / ------_-_ IN�-�,, ,,,,,",c � "N " / oe I i i I _T11 1 3 4 . / I I 1< " �_ ,___ � �11 11, I \1 '��,,,,, " I '�!, " I \ , I 11 NOTE: I I 11 Y, \,''� , � '\'�,, �,,,, � MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO I 1 �dm - I � 1, L\,�" N r I . - \ � � , _\,�, , of -------- - I/ I I 'I'll z \ i J/-t \'IF 4" jk %_/X- I____- go , I an = on an// __ / 11� I N "I I i ", "" ,It '. � I 1\ I'll, ',',�,,,,�, Z_�� 11 "I BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. I �, I �1� / . I `1_'1\1 " '% e I I I "I'll" / , - i 3/4" i / I , �`,�� _11"V -E ___� � , �'�____ "1. 1- I 1 1 -4 11 CA '_� �1_ �_�_ L-j 1" L-j 11/4"' _', f �LAN 50d 00 ww__=�__ _ �_ I I -I' 11 \1 11 j ____ AML 1 _', 00 4411ii� 11%"..",.,.,%, I zz, __�_11:, "I I � 11 ___ �, \ , �� I I I I N �,11,, /I ___--,- - __ _-----�77 I �:�___, ",,,, , � I lk,\\\-_ 4mm) - rf ____/ ,� I \,� \ ��- - �, x 111101111" ___ - 11 ;i ,,,z,�, /1, Q -1- " , -, � I \11 \ -�,T ,1,-_ / �'tt;_�i_,__, ___ I - t M � 10 ------ , I , - -11, �1� - - " I _�___ " _____ ,"'-,,' ��,��, I f/ /�`;�j ", �,, -41 1�, "z,_ ______,__,__,,_ _,____,______-�, , _�___ I ; ��-_,�,, -_--__ __------- 00 --7 40* __,_ ,� I 1�', ft __ ___� ,1_1, _.�, /* 14 -�, I ,v, I, , - , � ,_��, 11 ------ / I, - �:>� - k 1/4 0000 go_----- /I __ -, I 1-1 "All��_- ', Z - �, , �, -I--,' 000hik ^ til " Ah� __ t\ _-1 _____ -_ � ____ 1,NNM1W, .. M 1111111111111111`-, so I � �,,�,imm M M = M___M M 111111110 I _____ �___- I/ _� I �_ "', " " ,", � 1, I - \11 - Pft__"41� aft we AN,,, � / 1, I , ;�_K�I --iiiIII1111111- � ,,115t, , 11`:",;"�-" "", , , � / �, -1 -11/2 am � *a- --- le, =� I ;�,_�- ,_':";, j, "", """', ,.-__`- <,I , \,, , NOTE: Am go ::�� --, I'll " 1_- 1�" I',' , " 1� 11 I _� 11� �o' ,3 ,, I , , I -1 - 11 ;___ - / ,,��I � ,�, ____nl� 1�1, ",� "I / Z, -, I % - � " 11,1__'\ L "" I "It", /' X, I // ,loop, I , r I - '11�� _� 1 _______77,00 - 411111it--nn-aw vm� �_ ____1 - - 1�1 ye '1-11", ", I � !�,-, ""', 1 "-, " I I _�, I 'I, , , I CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL I I , "-, - ,:� _-, , -1 -_" ______� - ,,�= = No E068 __,__ / / _,�, , \, 1`1��. j ,_ ,�, / :�',., _�, I'll L ., _� I i-1 ___ - - -------- 77----- /4,";/ 'I,"\ __J� 1 ----7- -;I-_ _____, - ___!' -- , \_'�e , OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE -0 � -,--IN -11 __1' / "/" -,, -`� �L-7,_" F ,,I �--== 1 �], " � " - , - I , ------- __1 1 As / / - '�,, �-,I ,�, ," I,- , , �,�� 1, `, I, I -11, - , - " I ,,,,, ,,, , `f I _'� I I I _-�Z; -1 I "I 1_1� I I ,�Z, I I - --, I I - \�, /� �� "t� � 1z HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED I 1::�Zzz:� " - - �"T - _1�11 " � 11��:�� I - Z-: , �- f ,�_:_ 3 4 - I / 1-1 'le, , N 1� - - _� - � in "N," .1 i ", ,,�,,,, e -. ',I', ______ 1, _7_1_��'�_ ,_ � - - - Z I ,/ \ /,111 ,�',/ , / I I I , "I " REPRESENTATIVE PRIOR TO COMMENCING WORK. 9 " I 11 �\ 1'� ,�X 1� M/ %J It F,,,�,_ ',,',�, 11/��,-` ____� �, I '- I f ____� " - , �11, I/ I \,\" '/� 14 10 " I,--- I __//��' \ \ _`1 � I * , \"" ,,,, `1 . � i , i ______ ^A�, � I __�', " 1�1 !e7 I I � - * An 1, \ 0 %�,11, I 0 66.- P-A ; ____ - "_ / / 11 11 "I I/ I � �,"",, I f ; 11 4ft ; I - q "I" / I /,,� :: "', " �� '0 I Nlz�,\ ,;k 4�_, , J? ........ 2" , " I , 4, � � I ,� � Ile ___----_----__,____,,, _11 1!1 ='=== I I " 1 __,41 "",I ,, I I ""',� - � 1, __ _4 _',_,,-," / , - �_ /N � '�_, , 'W,-,T - , I , � I ,, �4,,I , , - �, -1 " I - I I - - - 4 \ �,,,,j" I 1 " , � i� IN, ,� //, " ,,,��,�",", I . / " -,,,,' �/>�\-��7 li�,,k-�N -, I I � 11 / ,I , , It / - '1� �A ,___1 , I,,\ llt� � �, T` K 1\ 11 `st�,, / "' i , .It/ ,,I\ _� -1 , " " , I -- I ,III', _,�/ I'll I _�, /\1 � NN \x 1� , \ I 1','��_ i N'�, _____ - I � / I) -1 __ , I ,� '11"1`1�1 NOTE: \\ / 1��_,\\ ________, \ " - 1 "I ,,,,,, ,, - i ; -,�,,, / \ _,", " -_ ,, ,- / A IN%- /' ',�,�, - X,>1_- ` / , ", � , I - . I , I I / / 0" _, , ,e I I ,� " __,__ " I .000 ___1' __1 I I - � ,,,,��....�, 'N , - I 111�1 ,, \ " � 11� ,4_5�1_zl',"�' V N 11 \ \ -0m...mmm-aft I _"1`1`1� IN, ." \ '\�', - 11 f 4- ___��-- -" - I ,--,-\, Y1 - I 11, I 0 1 1�1 - -I - V�, -,,, \:,�17 NN �r I .\N 1`1', I I., ?, /,�� I,N/ 11 - �,,,,,�, " 11 I__77;�,�) / BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, , , '� - , L_ 11 , I I " /_\ Ik , / - - / I t" I I 14-11 � I ,,,,, I i -11 � %44. 1"', 11, /'/ �1'11 "" I, 11 ",41',c � -0--- `�\ I \ I 'r-;-1 �, _____,,-,, ,,,,"� �, " __11�1 / / _� '\ N111 I �___ " '\_,� �,,�� ,��, ,N 1, / ��- e, . I I __< ,Rkb� /,// t� �21 ", 'I ==�=-. "' I I "e, " _____�' ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES RANCHO CUCAMONGA I -'%' _L," e" I� I - " - � I" \ i "r ,/ 1�-;�-!H�- j ,�� 1��__/ -�\-,,, "' 1`1 ,,�5P, 1� \ / \ / ". , - � '13 - , ,� - 1� �,," 11 \ ." - ____ 1% i�- I - 1�_\_11_ 11 - I / 11 N, - I' I ��, IN ,�_ "�\. go 3 1 A. / - 1\ ,,,, -----" / \ �11 - "',� / 1-\\\, .1 IN I f___ '3/4-, ____ - � - � � /4 ve 3 - ,, �_N\�� , - - 3/4 ___ ,�;--� -, \.�#- \1 qlftft 3 11/2 h; N:�, \, Nl?�, __,,, , 1?�O, - r/!,,, I - I I " \ 2" , _ t, 0".11 , �e 9 \ 1�� 29 � i xt�� \ , z - �� X,�', ,,, # \ I I ", �' - 11 __�_, - " - N " i� I t, I N,:, ,,,��,,Z �/ � "", AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT � /� , """, ) A ' 'I I �I "'k, \ ;,,�- .7, 'I"4 /,:,� ,��/ � I 1,1 /,-----, I .,O \\ \ I.0 " / I I " � .\- N ", ","111 . tb "I 1'�,,��', --_1 'N"', 't,I"1� _�'� I I I ,- _11,,, , , , / \\ - -\... \ 'i ", "I , , - ,- 11 -'I, �, N, - \\ - I go / � \ �, �1 / �� 0 1�1 '1� , 4V "I , �,* V, --__ , I `1� "I 1� � -i"e, , � I W., ____�,,� " I I /,��, 11 � \ IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. I It .. 0 ", , I __1 , ,f I ,�, �, , / 1_� �1, , - "Ill 2.:�.j , //`,,� 1��,,� I 1� 'j IN / " 0 �'17,,'�;-' i" I I � . '11, // 1�v\--,, ,,11_�,' I "19� I/ �\ !1__�V_11! � t \\ 1.5 �, 1, I ,� S I , '11\111<1 I I \ , / �I I . 2 / :::::1 -ED 1/2 3/4'� 1 /, if/ , /4" 1,\ fla� \\ "I, - 11 I I- I � 2 ,o D - � ___,� -7 It N)\,000- ,�\ \\, '_ ___ - �, / i'� I \"I/ IN�-,,�` "'. 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I , k �t-;;o ,\ _', / � , �,-., , I � I , 4" I\,- - -1 'K -�\ , ,I, " 11 \ N / I I j 1.0 \11 1 , I�\ 0 1 I/ \ \klp� �, " "', I ,,, I,___ - I � " �- ,., \: \ `_ �, - _______ I - / I I ," /N I 1. , , // -1 I I 11� 0 I � \ _<�� \ -1 I 11 � I ,� _____ I %,,1,x wN\�,\ ;;,�, Ir ,� - / I - \�� \�\ 1" I I 1�1' N ,�",,, \ I ,/ -'I--- _1�1 _t � -.I\\ 1 .,.�7\ _�_� r- __________"____�� \N-----_4 // , ,,� 11 N I I / -11, I I I ,,�� , �, 11, I /I \�N�>lzlly", I I I �,,,,,�,,- / ------- an8 stub out shall be provided as part of the CONSULTANT: � , i � , , \0�� \."; , , i / � \ "I I", ,/I N, , � / , I \ t I 11 - I - 9 '\\ -n \� - /-,, /,_ \\ I I- -1 V I /� I i I 11111 I � \ ,11� ,� , I I // ______1 _____L -I- �1 k\ / %7 I - � I \b -_ -_ 1\ " I 1 J-. � / "�,_ / I 11 / \, I I I i %X�I % k, K-\I -- \ / , �_ / " I'll I , " I / \ z___1 i " k , \" -_ ___� -_ - // N, \ ;;�� I � ',� ,51 1 I, \ r, N "I , � :� / base bid. See civil eng*neer's drawings. � \ 1-1- '\ I I----- x 1, V "I __14 ) �\\ I I- \ � ,�', I N / ,\ , ",�,'\�' I � ,t,� "', I _____ 1`\ I �, x \ \t:01W _\ � N, - ,,�, � " I M / �/, 1i I /,;;__� ,-- 0 \\ ..- , -N-1 �Z_�_ <x I,/\ � \,, - z / \ / / "I 0 / 19 11r \ \ '��', / \ � , \ I , / , -, / 1� 1: \ - __j___- \ - I I 11� �,_,_,/ P -,�, , "I / I I 11\1, �i� _;/V,/Z _/ I _--,�, � �, z � i � I / - -L'-,, ' ,,�400` �,� ,,,, " "/ � -]" t " ------- �\ \ --\\, \ i " --,,-, ,\�/ �s - " II I I t 1;11 �/ � 000 7/ \ 7 1 N I � Y4" I \ j '1� 1 _01 ! _f ___1�11 \11 �, 1 1 ."\ i, F P ,% z \�\ 1'\ \",`t- I /,,'1� I - I I 11 11 I I ?,-.-,�� 11\1 11 \ 1 I ,,;�,,�, I \ z - =;z--�/, _� . � , F,_q1 11 ,---\�,,, - '%, I '1�1 tt� _� I / �' , ,_', I 11' ,"-"/ 11 ", o irriga 'on con /1__,�-&- / /_ I ( \ -1 <�,_�_, - � / \I z \\ I 1� �11� I �, ____\ �, 1 -7-- LL�7�_ ,--, I 111 I � \ 2'' 1 \� <\ \\/ \ , \-�, I\> \ N 1, /___ � x ,,t, � 11, .1 \_�, C. Electrical service t * * t troller , i / ___Y71-, I �, . 11 ",!� \1\ \\1 X\-\, \\\ 1/4" \ I 1� / I ;�:::�_ - , I 11 I "", I\ %r 1111;i�l _-�� ,__� I 9' I '_1 ! / ( 1 '5��-\\ \ I I 4 11 I ", / e \ I I 11 / �1, - I .:�,� I � 1� 11�,,' � / I 1 I i \N" \I \�� - ,\\\ '\\ I . ' \� I ��Ifl� N, I % ,,,, I 11 -I,--,' �" I I I - � / '� ! , � I I i 1i �'k)� 40�70* t - N <N - ,,,, / � \ V 71�1_1,, I" �? , I ,< I i 11 I 9- \\ ��\�,� / � ," I ," I, 11 _____� 11 i .00-11, , \ - 11 % / x Y, \ � I ' "'I, � �,, r' , ,� I locations shall be included as part of the � I , I I 11 i "' 1 "\ \\ \\ \�_ ' 3/4 / ,\ , I dall Y/ , I I It I 11 ; 11 1� \ 'ZI i \ I I/ \\ I 's, I I I / � 1 il ! I '��3/4" \ \\ ,�"I 1 33 E15 -\ N. N 1",,I / / I ,,� ,X I / , _/_�& � 11 N \ -, , � ,-, " ,/ , / i i I I � I - I ,, ", � - , ", /I , gineer wings. 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I � � -- I - z N" / I/ - - z i , 1, 1i �-- I --I-- 11 ,� � I i 1,91 �p � / �i' 1 11 1" 3 Ili \ "N' i N, I I , I I / �, / j /4 " C "\ �" , � i . "Y', NOTE A: z / z I I I I k i -2 1 -----------�- W I I � , z 1z / / / 111/1 if) fl i 11 I -, j "I , � I / I \ I A, - i - ,, � -2�12�" � I / ---, ,C -� I I i '1� _�, , I �,� ,-11,� / , I. ,,\ ---�l/�:- I , \ � 1/ _� 'k I -"- POINT OF CONNECTION SHALL BE A 6"DOMESTIC(FUTURE RECLAIMED)TURBO WATER 11-z �-L I ____ � -, ,- " ,- ;=: ::�:;: � --mW�-=rz - i I 1 19. .- " 1 ,7 ,,:-� 7q;:::�=== -, ----�, ---,- - / I . I - 7 7- 7-- -I- 1i --�t��H;� -I-- --z�---, ---- ---,- - I 'e-1-11, -,IN -,-- ---ZL----- ---�-71/ / / I 1/1 / / z - - - --I -\ =7�= '-11 I I, -"'? -- � I .. i i / I I -- METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER / % - 1 730 4�6 --i" 9 ----------- / -----------+ / 0 _m IJ 0100 --1-,`� / -- -4--- 1 - I / "-� I I 1" I I r_- I -1 I " I PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION __-- -/ / 11 - - - - ----,I I / / -t-11, i/4 - i 1-z --------- � / / I � I If / -1" 11 * 41 '-� KEYMAP 1-� / I / /- - 1-1-1---=-- \ I I 1- 'I- � - V SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC / / / I tl 7 7z-, 1 9 � I - 'Y - ------------------------ I Offs) 1 5 1 1 � ,,,, I / I I I ", I� I � / 1 " 4" 4i I , " I I- � I I INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE / / / 21 If I 1" I I I i / 11 / 11 ------ I " I tl L4 � -�7 11 \ / - / -1--,----"-i-, 3/4" 1 / -1 / 11/4 ----I- tl� Ill 4 1 --- \ - - \ - " -,� --------�-- FOR CITY USE ONLY ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY 14 - j-; I . A / / 3/4- �1` --_ I 0 1 3" / - � 1j I -� I I - / / / 11/2" 1 i I \ ' \ 11/4-- - --- - I / I------- / / I REVISIONS \ " - I " - I -----�-,, I / I - � 11 11 ,/2" 1 LJ7-1-71 - THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME / / so 11//4" 1 " �! " - - ---111111111-z-� ---- 2--4f/4 I � - I N� I - / 1 1 - 4 �I \ 41' \ i SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I k I d---� 1 1 J/� ir- - - DATE DESCRIPTION APPROVED INITIAL DATE IV / I \1 / I ----------� - I I �I - TITLE: - - I I - I . . �--4-- k - im I ! il I � \ / N 11/4 11 I STREET - k I - \ - / / I -3" i I I I � - � -� - I ---,- -------------X� -�- / I .(I I -3L- --4' 1� 'I'M J/-t - ER TO NOTE "C"AT LEFT --------. w W STATIC WATER PRESSURE 113 PSI ---� z � I �i I - - - - - I 1 3/4' WATER/SEWER * I --- - 'i --------f- " - 1, � .. ::_- R ERTONOTE 'DC,A,T I I I � � POISON In 11 2" 1%, - _ LEFT I 1-1......�� I DESIGN WATER PRESSURE 90 PSI / �-----11 - I " -I_ 11 -1 -- � �� I I I " - 7 \ / 3/14 ----L I I 3 T/2 -----%- � -1� -- GRO/DRAIN i No 1000 GPM --�� 11 -/2"-- -- : -----Aj=�-----:-2-- -- I � -1 ;: m MAXIMUM SYSTEM DEMAND --- 9 -��--- - - 1/ I I --- ,up - - - 1" It TRAFFIC I R R I(3"'AT I 0 N -------4-0 - -----N��-_ -T --- --/- 4" "" I i 11 4 1 1" 3/4 , , ---z- I i" ,\ b- 1 /4" I " 01 Il/ " 0 -\I ii/ . " I \ 11/4" 3" e - 1 6 FINAL CHECK � 14 -1- I � 3/4 (5- - N��- PLAN � 9 -� � I ". - I � V4 - " I " . 1 2" " ; I 1-W � 0 - �- I NOTE B: 11/2" 11/4" 9 3/4 1 a � 3 4 - �\ � z I " I - 3 Rv I 1---1 1z -1 3/4 21/2 " I . CONTROLLER'A' SHALL BE A CALSENSE MOD.# I I I -----� -- --- - -/-T;2- -N- 1-1 3 1 1 AS CONST. -- " /-t � � I 'k -----A-j-h,-- :��=, I � �---- m -- ET2000-32-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL --- ---- 11-__---------- -:�A 9 - --- - 3 4 - , --- \ A- --,- - 10)E ---, -� ----M"Ivr- - - - - I ----------1.-- -- ___u ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE - -------- -4 - - �--A, 3 4 1 ---- n 11 � ,---- N 11 ... � -- I - - - 'I - - - - -- ==�- / , ---�t-1 - �;;;;;2�1- `= :---I REVISIONS DATE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING �� - I -ij, - - - - '.3-21-I-1 - Z4� THESE PLANS WERE PREPARED BY: FOR PRIVATE USE /-1, I z------ ::7 m CA)= I 5)--------------(- =' ' - 3 1 WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER " -IT --- -.-- - -- -�� -- - CA P,F - ��- � , "ir,- -- � - -- - -- - --- ---� i - -1 1/4- - - - 1--r,- --..Rzm��,,!r - ---=:=� - ....� -- �� -,- 11 - -�� - __=;;�� INITIAL DATE 'D',VERIFY LOCATION IN FIELD. I 11 =37 i I % M----.m = I- \iw L -, - I 11 / - \ ---- - '0-1 DRAWN -�/ : il 9 I - - ii, -- I I - 0'07-, 1>1 0 ---a- -3- 0-0 -------17- z- - - I --�,- A--*-------7==:::D- ---�7- C, -I"-I - -,=-0 0 --O 0 0 �, 0 0 1 1-0 0 0 0 -:"� d -(,N--7'----77- ". ,.�\ I o - I I I 11 --40- 0 0 0 0 ,:-----i I y -- '� , ,,--------_-� - ------- ----------------/I - 1 16, i NOTE C: ----, - --- 13 1 ----(1-9j-)��--, 77��\-- -I Qi;�� CHECKED - ----- ----. it. I - - - 11 -' VIH�,�, - � -- , �3--j 1 -- ---\ I r-� " ,i---% ,7 �-N 11 �� ,--,-I /�(-r� I �- - I r 0 --� ---i I - 0 il-I --4�lFr 1,/ j !�, I,- /-,\ � --, � - I ---a, CONTROLLER'B'S HALL BE A CALSENSE MOD.# 11 0 -) r ,I) 1�-' �, I') C � LIMIT OF VVOQ 98 /D r',�:�-- NAME DATE I 0 ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED INA STAINLESS STEEL - ! j 1-1 e --.�'a- - - - - , �- I e f --N- ( �-� - - - - - 4 ,- - ) �- --------- (- � - � - - . -�x 5 23i'l n;10 5 * �� t �-, n -1 (;--Nmo*�� Z , i i,I -1 'P� � '-- LICENSE NUMBER FILE R Date ,- � I -- = 1-1 --� -- ---m ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE '--� ki-1"1-/ , \ /11 � k .N j \ 2" ,/`-- 11-� �7 ,R;C. I CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING I/- N/ ,,,., `,i--%� 1 11 - 11-1 WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER \ / ---I I BASE LINE Q ON A D F(".0 Nj R 'REFER E N C",E %`�.)J IkN'LY . EA`r C E rr%T FUrN R --------------- CITY OF RANCHO CUCAMONGA \, ,�- Date , , - , m1__ --- 1-1:�0 -- r-%r-% ------- OF- C � \� -1 - --- - - ,<1-1 I - - Q - - - - - -- - - - - -- I ,o(�) 7L:= - 'D',VERIFY LOCATION IN FIELD. - \ -- ---- --- -- - - I K K I G'%AT I(D"N kN` b0'%1EE1tV11hN` A G" . I - -----� WOTE- I . - Er- NOTED: NOTE: - -- - - ----V'MASTER-MAINLINE-S-TUB;--OUT-FOR-CONNE-la-flON -- A. Irrigation sleeving shall be included under ,-- ---- --- _ __, ,_ _,- 1101ECT NAME CENTRALPARK JOB NO.: 290-70 g CONTROLLER'D' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL TO FUTURE PHASE CONSTRUCTION. 11 SENIOR CENTER AND COMMUNITY CENTER , Base Bid contract. See notes, details, and 11200 BASE LINE ROAD ET2000-24-ML-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE -1'1-1�- -Z�, U i SHEET TITLE DRAWN BY: CEH I - ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED ----------- 1-1 specifications for additional information. - 1- I %F I -- - CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REPRESENTATIVE PRIOR TO COMMENCING WORK. I - - -',z111/`- ----- --- --- - I--- ------- I IWIMP01 / m WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM ,1 B. Irrigation point of i , lateral service, �w AP "- �" CHECKED BY: LM LERS 'A',&'B',VERIFY LOCATION IN FIELD. NOTE: - BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, an stub out shall be provided as part of the For the Irrigation Legend Refer to Sheet L3.17 I 0'?7(;/,,3 �� DATE: 07-21-03 1 1 NOTE: ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES base bid. See civil engineer's drawings. / .DATE e I COMMUNkY SERVICE DIRECTOR I, MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT For the Irrigation Water Calculation, SHEET: , BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. C. Electrical service to irrigation controller APPROVED SHEET *�A,�,/ OF ��Iq,60 ;1 . I Refer to Sheet L3.18. 0 JP% ^ . locations shall be included as part of the P I DRAWING I 'll�illij!'�;111�i�illili'llil!�lll!!� I r);: Lj*%5 ------ ----��!i�iiiiiii! 11 I - --� 602 �,�,A f'�It�&� ----11--�- 111i i I 111!:Iillillllllilllllli T-- .NO. " - --#- base bid. See electrical enqlneer's drawinqs. -if I ?,-( �,,1�_ I ----- � . RCE NO. (C Y ENGINEER I I- -j - -- I 1 1 1 Ranch Cucamonaa '-entral Park 29070/290-7 0- d I - I I I I I I - . - - - � - � I � I X -11 1 /4 L 21/2n 3 I t '�'� Z, A � I/ If r = I IN � " I t, 4 4 i I V-4 V@ " �,__ I I I (T)< ---I,- " � /I �;T /V I � f L/ W / I � IFF I � �--, / / \ � / � I - 17 1 � . 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Z 1/2 1 11 i "ll I r o -dd) 10 Z' 1 13 52 \ 113/4 31591 CAMINO CAPISTRANO 201 11/21 2 SAN JUAN CAPISTRANO,CA 92675 4"" 11/4� 14 H N 949-493-2600 FAX 949-493-2690 11/2" WWW.RJMDESIGNGROUP.COM 4" 4 3/4" IT 2 3 CONSULTANT: 1/4" 11/2" 9 IT If 1/4 Z 11/2 --/J29 \ 51 11/2 111L \% if f 3/4' ---------- 6lwwwd 1/4 11/4- it 56 H 1 5\/ ikk k t\ 128 Z, 'N N, q 1 6 61 in 14 /4 IT 11/4 20 X 1/4" N 4" Ff %1'% 'El-EmEl" ' All Ok NL%f E%'FCEPT FOON" 7 20 �3/4" 3 3/4 IKKIuATIU SLEE IN4U. '99 3/4' 9 3 4 N\i --, % I A. Irrigation sleeving shall be included under 3/4x 47 3 4 N, J X SUB CONSULTANT: Base Bid contract. See notes, details, and N `P� 38 15 1/4 11/4' 26 �11 6 1, specifications for additional information. 3 4-k", /4" 11/4 4" 4 B. Irri,--ation point of connection, lateral service, 3 1/7 an� stub out shall be provided as part of the 11/2"/ 12 /4 3/4 base bid. See civil eng*neer's drawings. 3/4 'N' /4 N� 3/ 3/4 /4" C. 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VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. z :D now NOTE: X H17 i�4 Uj FOR COURTYARD AREA, \ 11 4" 'DEFER TO SHEET L3.8 4" BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, 15" \77 ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES 21 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 0 46 1.5 is 3 4 11 IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11/2"1 11 A 1 f 2" 15" 41L -1 114 14 9 2 11/4"" t Sweeney & Associates, Inc. Irriogaticln Maelsan <:�,loneultlno 1114s" 3/4 —7 Cb 3AOON%k /41 3 4" 41 3/4 1 4" N\ Lj 1.5" X 38730 Sky Canyon Drive, Suite C A 0 A 1231 Murrieta, CA 92583 1. 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C(IY/ENGI NEER Ranch Cucamonga ("--entral Padk 2_9070/29070-Cd k LJ Q-1 (T 6 2 04A 0 FOR REFERENCE ONLY, EXCEPT FOR CA IRRIGATION SLEEVING. CENTRAL .00, -00 lb 'A \1z, A. Irrigation sleeving shall be included under N l 1.41 iw� - r---%l /`, \\ Base Bid contract. See notes, details, and Oak 49 39 C G j/27 G14 6 1 1 1 1 1 1 specifications for additional information. 100 -.0-0 �7 13 50\1/ 2 15" B. Irm-lation point of connection, lateral service, 1.5" Nii AM MATCHLINE SEE SHEET NONE MATCHLINE SEE SHEET L31 an IN z 9 'stub out shall be provided as part of the 4 ME Noe m E�m m m m mmmm mmmm m m base bid. See civil engineer's drawings. C5 /1\-1,\ 99 C. Electrical service to irrigation controller 2 locations shall be included as part of the P A R K h base bid. See electrical engineer's drawings. RANCHO CUCAMONGA V For the Irrigation Legend, Refer to Sheet, L3.17 12 -02 L 12 9 14 For the Irrigation Water Calculation, 1 7 '77 Refer to Sheet L3.18. �e 43 4 ft 43 43 A 43 7 8 If I F z IN J p, A V C4A `v� RJM DESIGN GROUP INC. 4 N 1% 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 C15 99 IN If 949-493-2600 FAX 949-493-2690 12 WWW.RJMDESIGNGROUP.COM Z CONSULTANT: F19 Z Nb z A 1.5" L 5 46 G11 Z 9 1.5" F </ 50 G10 k loop MONO 1.5 7 �11 X, ;j- -N If if 2" 12 SUB CONSULTANT: 54 G611\ 12 2 00 9 X > 43 4 48 11 5" \/ 39 G6 if 12 9 39 G5 9 If 1.5 G4 A 52 Z� 7 4 4 12 4 12 rFT(Q_\ 46 1.5 LU In 711 F21 49 F16 55 12 �1 10 —1-fj - 41 1 N\/ n U I - 49 2 6 1.5" LU 12 qj X 6 5" F23 41 j o A-- 1.5" I G2 % 4 Pe 10 Iff \Woof 'A 39 11 / Gj U=i Z. UI 49:ozol -doo 100 12 A .10000 F1 5\1 30 1.5 AL It amp F14 38 A 1.5" IL N 12 Z F13 I 1 '-1 1 4 1.5" U---7\ 7-1 =MEOW if Nll. ot FOR COURTYARD AREA, it ( REFER TO SHEET L3.8 12 Cie Uj 12 12 U. F--m X 4 1 43 LU 12 O;P- 12 12 X Cie 12 12 'b z� ==NEW ID2 12 PAC19CRALROAD V Uj I L 12 12 1.5" 82 F6 \N/! 34 29 F7 12 F5 46 1.5" 0 1.5 /6 F8 2 AQ� 4 KEYMAP F10 15 44 F9 NTS) '4 if 71� REVISIONS FOR CITY USE ONLY It FOR COURTYARD AREA, DATE DESCRIPTION APPROVED INITIAL DATE REFER TO SWEET L3.11 TITLE: STREET 7* 7 No. 24953, WATER/SEWER GRO/DRAIN Exp. 77777777-= TRAFFIC IRRIGATION FINAL CHECK PLAN CIVI N R/W .... ......... 777� 00 AS CONST. elf" Amw THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE 4r INITIAL DATE ODSCAPe DRAWN mr CHECKED NAME DATE 9 5 1 LICENSE NUMBER FILE Date CITY OF RANCHO CUCAMONGA 9:�4) N&E: NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, PROJECT NAME CENTRALPARK MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT SENIOR CENTER AND COMMUNITY CENTER 7 11200 BASE LINE ROAD IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. JL SHEET TITLE DRAWN BY: CEH 0 10 20 40 D2 I NOTE: If"-T-1 7-1 rN 1.5 CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL CHECKED BY: LM If Sweeney & Associates!, Inc. MATkr--1.HL1Nh NEE 5 11 E E T L 3% .3 OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE IrrIo4at1cm M4salGin 8L C.:;monaultlno DATE: 07-21-03 HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 401- DATE COMMU NIT SERVICE DIRECTOR 38730 Sky Canyon Drive, Suite C SHEET: Murrieta, CA 92563 APPROVED z OF Ph.909-461-e83O Fax. 909-4ei-emo cer"fW SHEET E-malb Isweeneyloearthlink.not 0 1 1 DRAWING OF_ L3*5 I NO. rDAfE- RCE NO. G I N E E R Ranch Cucamonga Central Park 29070/29070-Cd lb n4 1 a5! 1.5" C5 f 2 03 ENTRAL FOR REFERENCE ONLY EXCEPT FOR IRRIGATION SLEEVING. 0 A. Irrigation sleeving shall be included under P, Base Bid contract. � See notes, details, and ffications for additional information. speci I I B. Irr' ation point of connection, lateral service, ang stub out shall be provided as part of the base bid. See civil engineer's drawings. P A R K C. Electrical service to 'Irrigation controller FukNCHO CUCAMONGA locations shall be included as part of the base bid. See electrical engineer's drawings. For the Irrigation Legend, Refer to Sheet L3.17 Forthe Irrigation Water Calculation, Refer to Sheet L3.18. n F" D INC. R 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 NOTE A: 949-493-2600 FAX 949-493-2690 CONTROLLE R'C' SHALL BE A CALSENSE MOD.# WWW.RJMDESIGNGROUP.COM i4 ET2000-24-MLR-RR/TPl/TP1 1 0/1-R-DOME-RR, INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONSULTANT: 1�7 SOUTHEQN PACIFAak"fl-A OAD FAILQ CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'H,VERIFY LOCATION IN FIELD. ------------- NOTE B: CONTROLLER'G'SHALL BE A CALSENSE MOD.# 13 75 -L2- ------ ET2000-24-MLR-RR/TPl/TP1 1 0/1-R-DOME-RR, INSTALLED IN A STAINLESS STEEL ------ ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE ------- CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'H,VERIFY LOCATION IN FIELD. NOTE C: SUB CONSULTANT: —---------------- CONTROLLER'H'S HALL BE A CALSENSE MOD.# ET2000-32-ML-RR/TP1/TP1 10/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLERS 'C,'G',&T, VERIFY LOCATION IN FIELD. NOTE D: CONTROLLE RTS HALL BE A CALSENSE MOD.# �\A 11,0 ET2000-32-MLR-RR/TPl/TPI 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL —1 ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE 1 3 71 4 E, I J CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING f\ WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'H',VERIFY LOCATION IN FIELD. 8 3/49 )f) V4 14 8 /4 0 + NOTE: X MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO 11/4" 6 3/411 4 �/-3 4 % BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. j C 9 Q 3/4 4 C- IL NOTE: Uj N, T, CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL 3 4 Z OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE X, F--= 0 15 HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED IN- REPRESENTATIVE PRIOR TO COMMENCING WORK. 'Ni U.J �T VIN 14 < N!, k k 21/2- NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, t� z ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES ;> 14 15 3/419 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 11/4- 14 1/4" IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 9 2 IAN I k" I A 0, 11 14" i � 1 A` 3��14- UJI 2" Vs /4" V 13'� 11 4 If 112 5 J /I i - -1, t 11/2" Yll, V1 I 11/2 0 7 C10\ /65 X\ Ado 2 Z 15 21/2 3/4 f AUL AOL Aft /20 IN, IN, how% 14 641 12 15 Sweeney & Associates, Inc. IrrIG;mt1con Meialjjn 8L <:;conaultino 2 7" 34" Ro 2 4 �8 C 14, 38730 Sky Canyon Drive, Suite C z �v 1 0 3/4" 20 3/4" C13 I I I Murrieta,CA 92503 0 z rortffkd 0000 14 1�- 6d Ph 909-4ei-6830 Fax.909-461-6850 C j E-mail, Isweensylosarthlink.nat 14 ir 0 mw 314"/w 1" woo* T moo, // r n 2" 3 4 C1 52 11/2- 314"Aft at /At 3/4 21 AM 1W MW (V-I k 30 1 14 3/4" AL AIL LL. 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AS 2" 21/2' A 'j If H2 52 12 2 'Ie� t THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE Hl(), 5�\ X- N INITIAL DATE 1.5 IT CAPe I Id \W,, L/ 12 2" 3/4 31 DRAWN H1 41 4" 12 Ni, CHECKED H 11\� 36 'IN 1.5" 2 11/2" 1/4" 2 3/4'1 natu, 3/4 1 V4 1K NAME DATE 1.5 2 5 12 n ----ti L LICENSE NUMBER FILE Re te 1" N1- 12 V 11/4 n if Data 3/4 12 CITY OF RANCHO CUCAMONGA 12 3/4 b/4" - of- Ck\,\ \13 4" if Y i j 12 PROJECT NAME -N, 14v! it �--� I CENTRAL PARK X \ i I 1 7 3/ % 'i j 290-70 JOB NO.: SENIOR CENTER AND COMMUNITY CENTER 11/4 1 1 11200 BASE LINE ROAD mom m IIIIIIIIIIII -JI1111111 M m M -EM M m m`i"M m ast M iIIIIIIIi pm, E M -m m imm 0 111111 mmw� SHEET TITLE DRAWN BY: CEH 7 J 4 A" 1-1 T CHECKED BY: LM MATUHLINE z5-th z5nhh L APP N DATE: 07-21-03 Z COMMUNITY S ERVICE DIRECTOR DATE SHEET: A APPROVED N\ 11/4" :U SHEET Z040P OF;�W DRAWING Lie & U-ac-XI'loika I NO. MT; RCE NO. 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Nth tihEl 11 4' FOR CITY USE ONLY REVISIONS DESCRIPTION APPROVED INITIAL DATE oni TITLE: DATE STREET WATER/SEWER GRO/DRAIN IRRIGATION NOTE: No. 2495"' TRAFFIC NOTE A: AO"W& r% rallk 'C'SHALL BE A CALSENSE MOD.# MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO FUK KEFErREN(C",E 0" Ni' EA%/CERIJ'%T F00"ik FINAL CHECK PLAN CONTROLLER Exp. INSTALLED IN A STAINLESS STEEL BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. A*"% ET2000-24-M LR-RRITP 1 ITP 11 011-R-DOM E-RR, N R/W ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE I RK"R I U"A T I(n D" `N' "b0'*LEE'v`1NU. nivi AS CONST. p, CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING A a Irrigation sleeving shall be included under WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER NOTE: 'H',VERIFY LOCATION IN FIELD. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL 'Base Bid contract. See notes, details, and THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE DATE OBSTRUCTIONS THAT MAY specifications for additional information. INITIAL \1413 L/ ORIZED HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTH NOTE B: DRAWN `Z) REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTROLLER'G' SHALL BE A CALSENSE MOD.It B. Irrig---ation point of connection, lateral service, CHECKED �A ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL 0 10 20 40 sign e an stub out shall be provided as part of the 1!1!1 1 1 1 1 DATE ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE 1 1 1 i 11 11 i NAME 5/3 2 5 NOTE: ORIZED REPRESENTATIVE PRIOR TO COMMENCING base bid. See civil engineer's drawings. CONFIRMED WITH OWNERS AUTH BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, LICENSE NUMBER FILE IS, WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES "H1,VERIFY LOCATION IN FIELD. CONFIRM ALL LAYOUT C. Electrical service to irrigation controller CITY OF RANCHO CUCAMONGA AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. OF N\,o') C G WORK. ncluded as part of the IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCIN locations shall be 1 CENTRALPARK , PROJECT NAME NOTE C: ase bid. See electrical engineer's drawings. -70 290 b JOB NO.: CONTROLLE R'H' SHALL BE A CALSENSE MOD. SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD ET2000-32-ML-RRfTP1/TP1 10/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL < CEH DRAWN BY: A CATION OF CONTROLLER AND ELECTRICAL POC SHALL BE SHEET TITLE ENCLOSURE. FINAL LO Sweeney & Associates, Inc. CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING Refer to Sheet L3.17 irriogitill MoBal �11& c5alnauitil For the Irrigation Legend, A/ CHECKED BY: LM WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM AP CONTROLLERS 'C,'G,&'I, VERIFY LOCATION IN FIELD. 'b"11 Ili For the Irrigation Water Calculation, 38730 Sky Canyon Drive, Suite C -21-03 DATE: 07 2", Refer to Sheet L3.18. Murrill CA 92563 NOTE D: Ph.909-461-6830 Fax. 909-461-8850 A,11 COMMUNITY S15RVICE DIRECTOR DATE -mail, Isweene ---—----- CONTROLLERTS HALL BE A CALSENSE MOD.# E yloearthlink.not SHEET: APPROVED ET2000-32-MLR-RR/TP1/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL �Pr :M(4OP ET OF SHE ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE Kll MAP CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING NTS) DRAWING L30 t NO. RCE NO. C�fY ENGINEER WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'H',VERIFY LOCATION IN FIELD. ark 29070�'29070-Cd Ranch G.Jcarnonga Cenirall P eat 90 A r T"Y"N r 1"R A L 0 V--) A Wawa NOTE: MATCHLINE SEE SHEET L3.4 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER MOM OBSTACLES TYP. Millis 'Romp" NOTE: N c�l , 0/ CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY N�\ VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO AkAft LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: RANCHO CUCAMONGA BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Sweeney & Assoclaters, Inc. IrrICjAntlaon M4aelon 4=coneu1t1nGj 2"1 RJM DESIGN GROUP INC. 38730 Sky Canyon Drive, Suite C 31591 CAMINO CAPISTRANO Murriets, CA 92563 SAN JUAN CAPISTRANO,CA 92675 3/4" 0 3/ cornflw 949-493-2600 FAX 949-493-2690 Ph. 909-461-181830 Fax. 909-461-6860 --JOE— WWW.RJMDESIGNGROUP.COM E-mail- Isweeneyleearthlink.not 11/4" jp CONSULTANT: 122 15 123 42 3/4 1.5 3/ A SUB CONSULTANT: .................. A A ' A A -A A 4% 4% `4 21 39 1.5 FOR REFERENCE ONLY EXCEPT FOR 3/4 --AIR RIGATION SLEEVING. A:�' 'A IR Ak V rri ation s eeving s a e inc u e un er Base Bid contract. See notes, details, and 3/4 Ink specifications for additional information. -AMR- N Ce .low LLJ B. Irrit-lation point of connection, lateral service, El, - V, ang stub out shall be provided as part of the base bid. See civil engineer's drawings. I Alk Uj C. Ele' trical service to irrigation controller 45 At � kall be included as part of the 124 locations s U base bid. See electrical eng*neer's drawings. 1.5 V/95 I�Z#161'7A77,01\1 ID 56V 6e6-?C-7VP t, 5-12- For the Irrigation Legend, Refer to Sheet L3.17 Uj AF 's A For the Irrigation Water Calculation, Refer to Sheet 1-3.18. Aij 6�01 A. -A A- lift -ANN=- 3 lAll U.J F 12' 5 51 Uj 46 A-j q6 0 4 8 16 AL FOR CITY USE ONLY REVISIONS DATE DESCRIPTION APPROVED INITIAL DATE t TITLE: '],A A A A -T I -d A 'A % A A STREET 11 \ -T- L—j WATEPUSEWER GRO/DRAIN NO. 24953 I RRI GATION TRAFFIC Exp. FINAL CHECK PLAN R/W F OV11- AS CONST. CALI� 77 M, FOR PRIVATE USE THESE PLANS WERE PREPARED BY: REVISIONS DATE CAoe INITIAL DATE b", L/ DRAWN L L--li CHECKED L-j DATE NAME LICENSE NUMBER FILE KEYMAP CITY OF RANCHO CUCAMONGA D te NTS Or PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH N A/ CHECKED BY: LM APPROYED MATCHLINE SEE SHEET L3. 11 DATE: 07-21-03 DATE COMMUNITY SER��E DIRECTOR ow SHEET: APPROVED SHEET OF 14 F1 r% -3p 7DRAWING Lj 6 11'e,14 NO. - '-401 "DAf E RCE NO. crryVGINEER Ranch Cucannongo C-entral Park 29070/29070-Cd 4 111421 N\ V A R K F I r2 . . . . � I � I I I � . . I - I . 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I B I z -� Y1.11 I I � -_ i - I I I � - - - - - , -7- 11 I I OBSTACLES TYP. - - - - / A I I I - - - I i f I V�� I I 9 _/ - -Zill, & . / I I i i z / - , /- - _ _ 4�_ �1 � - - . I I I "I �/ -7 � I i a- _��_' � 1 i - - __E__ - Y A R I i I- , II I I -___z_ - - - - - ---I- - I � I I � / - - - - --t- i I z E �_ --l- - ___�_�� i /1111 I / - ____+-IN- I I � - __--jol- - _4--j I I i �/ /i ,�`_� I � NOTE: , 17 1 1 1 1 i i 2 i RANCHO CUCAMONGA � 9 I � i � I i � TO ACCOMODATE ANY I t- - __ I I i / i I ,___�� 2 REQUIRED . //I 1 I � - I I � � /I � I I I i / I I ,I z i I OCCUR, INCLUDING BUT NOT LIMITED TO I I I I "I I / t TIONS THAT MAY ________ i / I I I I V I I I / 1 1 11 I I § / t I I I/ I i / � I/ I / � I I �' I I I 1 i � �, I i I / 11 I LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S i I I- i . I 11 I � / I I i I I i I I I I I I / � t 11 I I/ I I I I ,z I ESENTATIVE PRIOR TO COMMENCING WORK. - I I I I � I i � I 1� i '11_1� � AUTHORIZED REPR � � i // ! I I / � ! 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Irrigation sleeving shall b i 11 - - // � I I 11 I I I ;�� I 11 I I 1-11 )/ 1 -Av ___i__ _,�L_ I 11 fit I - I i ,--\ // �/ i 1 i A� � 4& 1 I I � I I i I 1 ; I 9 I I ! - Z4 I I f I W I � / I 1/r i 1 77 - I AM, 3 1 / � A I I I � I - � i - I 7 � 11 I . I I I � � I I -- / /11 , 11 \�� ,/ I r i � � I j / -1 I I W Base Bid contract. See notes, details, and � I "I " 1,it I/ � I . /i i i I I --- I - I I U / � 3/ I / __��I�_ I I/ I I I I I 1 3/4 � 11/2:1 � on. I f � I � .001 \ 1z I �_ - - I I I I I I I / I . __�' - 3/4 1 A 1 / i I s I 10 N "I AU I / � I A I � I /i I 9 "I i I specifications for additional *nformat* I E-i I / i k, � I/ I � im� I - I �iiiIiiiiiiiiiiiii ..A I I I z 1,j-j ! I. I S 1 1 / I 1 11! - \ I --I, - lip:711,11, lil -1_1' I 1 � . 9 i I I I � I I 1 a I / 9 I --I- : I ; I i I I I � � i / I I CA * � 41!:� / I - - 11 I - I I I i � I i _T � .A I I I i I I / . � I I 11 I i . 11 J� I i I I I I I I on 1111i / i i - � 11 10,�iiiiii0iiiiiiiiiiiiiiiiiiiii� -i I __-_AW 4% / � I 9 I I I ,, lateral service, - if I rili I 11 11/4 1 114% I I 14 I 1 A I B. Ir *,-qation point of connecti i -1 " � I il � I i �11 I I � I I il / I 1 4 000 - / I . I I i i I . . 1 1 1 1, W a I I . � ol 1 1 1 1 - -//- - - - - _______i 1 1 I I i 1 1 Z I I I li I i -1 - - - - 1 2 1 I I li I rovided as i I - � / i i I L_L_j I I 1/1 I I A I na stub out shall be p pa rt ot - t I I I I I- � I __�"__� \, I 4� _U/47____iJ1 - I 1 4" W a r the � I it , ! i � li, /I I 7L . 1 ,--k __- I I t -I- / I i I I I I /_ 1 - \ 1 i i I I I I I �z __ ___11 I I I 'A I / i I ingS. - - - -\ Ill I I If � I I 9 1 I � I i -4-/ . I I 3 i - 11 I i I C/) -1 / S base bid. See civil engineer's draw* S � I � 11 I � ( 11 I / I I i � I I I I 11 ___ I A if I . I � i / 1 I I dol 3/4 1 1 1 11 I I IV! I - \ " 1 4 . i I i I I i -��--/ ; /1 / I I 1 is I __ I low -1 I 11, I . \ I 1\" r I "Wo 3 i � .1 i - I 1 I I � I it \1 i I I W De I Aq i �� __.i�liiiiiii�,P I I / � i � / - � i / I I A I -- I 1 = C. Electrical service to *rrigation controller � I % i i - - . I I � - - 4 � . lo..-Iiiiiiiiiiiiiiiiiiiii� k I M I I I I 1 4� I i- - - I I I I i _iiiiiii1_ ,\ / i I I I I / I i - �r�__ � ..Ww woo rt 9 V \ i I A A I i / � _____ _�_ I 1 �� / I / I -, jtl� I: f 1 1 � I � W 1 41% "i I I I � I r- .11. iiiiiiiiiiiiii, I " I / ___ 1 / __� �- locations shall be included as part of the i -7=`1 \ � � - 1 / 11 - I rz� - - , 1 1 __ "I I— -- 9 : - � �� I I I / I I - -----i " 1___1 i - I . � i � 11 I - I __ I / � I i I - 11 t � . - 6 I � I � - ; " I __ i I i ___ Ti � = I , 'I- I I I / I r 11 I ings. I I_ . / i j I,-4 base bid. See electrical eng*neer's draw* QM04 I . I ! A / - I _ I N I I I / I I i i,--:",/\ I � 3/4 1 I / I ----i / I � �iiiiiiiiiiiiiiiiiiiii . I 11 / i If I i I I �_, I I I i ", � I � 11/4" 1 1 i I- ____ I 11 . 1 1� � I \ / I I // I - I X I I 1 aiiiiiiiiiiiiiin , i / - i , I � i i I , i � -- ______ i 1 1 1 1 - .. illlllll� - I i i I , i 11 ___L_ 1/1 4- " I I C\ __� 11 _'/ ir-�, _��,-_ _- � 1 1 1 __- i \\[/ 1 I i I i IL-A i LU ___� / il 11 I I 11 I __i� I i I I i i I / � i I I 11 I 1 3/4 1 1 __-- i - Li I i V I / I . I U I 1_�` I I I ----, 'i I / I IA /4 1 1 - - lij I I 11 il-lillill- � ,I---- I I I / i I I - __r I�,- I - -! � ,I ------I i I A A /--, ' =NJ NMMW , ____ -- ____ W-1-_ � I / I - �- _1-=f4- __�_-7-- ��_�==,�, - ',--,JA -1 3 1 - ,='� I --1 I I / 1 4% Z,- : � " I I I I 11 -,- - ,I-=-- I l ��=�=� . 11 - j F_j For the Irrigation Legend, Refer to Sheet L3.17 r i I I - L, _10-IIIIIIIIIIIII I I 1 r:::D Y 7" _40 j I A = ? zz' 3/4" I I i / -i-- z if I I I " " -j I ,1 � I I . i 1 - 4 I - i I -1-M lqm r_j __-----, U F I 11, I , 1, orm"M : l7a/4 .1i ___1 Ailloo I I I I / � L I i I/ �__�__, ----r_T___ __--- i � � I uj i 4< � � I I � � I ---' 1P �,q / 1 i I FT I ion, � � Al A F _ _ I , , 'i V�� dW1&A776A1 H / I -i I i I I � - I I I For the Irrigation Water Calculat" <3*4 � Ill 4 I I H i I I i I t I I i ON i / � I F Is ; I I I I i 'k = 11 j)i I I _____j I / j P li> 2 1 k I I I / I � � � _,�11/ � y I � // ME I I It I I I I j I I i IV77A(6 I () I I I / `t;�� Refer to Sheet L3.18. � ,%M) i 1 lill.- \ 1111110 6tFF-t-F 70 PM I/ I � Ck.00 (D MIN --I- , I I i H / I - 1'/ i (41 ` i 11 ; I El�-, ' �__ 11 \ I ,�� ', 4VIll 5C-F tiF667-i'lli 1,13./?, � i I I 1 i I // I I -\\l 1/,4 1 1 g I � A 1___� 11 � 2 1 ! 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I � %&\ Is, � s I _�_ 11 I 11 ,/ � ) 1 I I I 4:��_ I 9 � I \ / __� � Z, I / I � I / I / " i --- 1 � I I I I INITIAL DATE __ "I I I 1-1 z a 1 3/4_1�1 - - ..\ I I L\1 i ; I I \1 � i_ _______ ll, i i I/ I - I I I I I I I a I � ti ,/n I I I I I \\ i � � --- - -1 li _/1" ,_---jj--__ I I - - --..?- - I � -1 ,� I i z I I _�_ \ I I -----------t a � ,_� i � / - 7�Z_ I I I . 111__�_ -1 i--------I� I ,�, � I I.-__ I 1� . k=__ ��, ,// \-i I I I 1 I DRAWN . - I'll 1/ �,,�_, 'j, � - , I � I ii, F_ - � -t__ I � / I - -I�1 _ 1 1 ___:��, � A Ill --A "/ i0i i L i- i: - -1 -, - - � I I - I ,ei`iiiiiiiiiiiiiiiiiiii`t, I � i T- I / -----7 '-- I I I ! I , CHECKED T'n I / ,�� 1Z ---------:iL------_____� ------- I �\ - _t - I 77 I � - S " / I I i S / I � i I I S � I i I i � 2 i I I _,_ / ------r / I I - / i ',�' I i I I I - �; : - I 'I N I � � � / 1 �4 � ,�_ I r \ I , ,11 - / i � , f I Z j�-, �1%,- I I I I I . I _--i-, / 1 1 1 � . I I � '. 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I � I I � - ; i L_ / I � i i I � , ` I I / SENIOR CENTER AND COMMUNITY CENTER i i i i I 1 I I � -i - 1--t - I ;� 11,10' I / I h T I 1 , i % , 11/'\ I 1_1 -1 I I t I - I 1 1 1 1�, i . I i � i i I . I I I i � I i / I 1 ! E I . I . i I I /\ __j . 1 I � I 1 J, � � / I I I i I I U h NEE �) I i i 1 1 11200 BASE LINE ROAD � � I 11 I I 11 I 1 I /I i I 1 � I I '� I � � - i � I I I I ; I �_ - I i I I I i � � I "I 1� I I , ___ I i-I-- _____--�_� I I-_��,,,.l I CEH I -T-1 "'r-1 `H""Er' L31, 15 - , 1V MAr'"O"HLIN I ---------I - � if - - *L__j I i � I I I i /X__-r�,!�! DRAWN BY: 1 7 - - - - _L i I / I " `�' i rj_1 I - �__ , � I I F 1 ----4 -, ,f � �--� �--i ,---------1 'ri'l -I , I i I 11 'I- I . � ! i I i I j SHEET TITLE r . I � �� ________t_j------j I-----------i I L_J__________1 F------' ., T / i 11 I ,-------I L_� / . I i I i I E I / 1'__1 I r-L r I I i � I � I I I - \ I I I ` I I I T ) 1 i I I I � I , I , I � I , I I I i _L_�� ! I li L= I -I?-- j, i ,� � i � 1 1 1 i � i I .. i I I � i / � � I I / - I I I - � 11 I � I ..� � I I/ F, I I I , , , .,4 __ � .� 1 1 I 1 /��, lrf�mrolv I � -1 I i 1, Y, _1�1 // I i i � i /��\, 1� � I ,A�_\ I pmrv, A /",7 i - I CHECKED BY: LM I I I I , I I I - 11 Ill --- - - I __ 763 DATE: 07-21-03 DATE COMMUNITY RVICE DIRECTOR iiiiiiiIiiiiiiiIiiiiiM III moomm - SHEET: 0 4 8 16 APPROVED SHEET�007 OF'l�l` r% ^ I � � DRAWING Ljoill , I Iiiiiiii0iiiiiiiiiill"""""""""� - - - - - OF � I ' ' � � � � � DTT E ' RCE NO. (Ol"iNGIII11EER __ I � � _TT�r liiiliiill I I --////,I Ar_�F L Lkl��ll INO. "l""""""""""""""""" " I I I ,,,-,,, ! . I I - . 1 1 1 � � I � � a Ranch Cucamonga (-entral Pa,rk, 9-9070/2907(0-C-ci � C I _______ - - I i I � � � � I : I - - I -- I - � � � 1 -7i 1 \\1 `1-1 T \\1 \ FC I /i7i�, --P)------ 7�4 - .\1\_1___ -7 0), wff=007700177�� ` --"'- - =_ � �� \'_Ii�_ """""`F��i rzl[-NN=1�0��*�!IiiiiiiiiiiiI�� I . � , """"""`""""""` i , ___ I " I - __ �� I � i i � � I I � 17 ___ , , � - - - - - - - 44 i , 7 7-, __ ) X1 ____ ) K ��-�---�7�:::::�� , ,_�, I - � � �N�`�� A- 1! / ) // / �/ , , \W _/ , ILI____4 - I 'y __t��_ / � I /, I , `6 I `�\ " &'t"" "' \ W #/�77_ ------- - _� �� I �� F - :�� I rill 7 � I � . I . t I � . � � hN RAL MAT"HUNE, SEE SHEET L3.9 U- -111111111111111—L A-- T- 3 L V-k T— t 1 ------------- LN 0 0 F.,j 3/4 -71 1-7— > U I — ------ 01 A R K RANCHO CUCAMONGA -------------2-1-1 T- ('——77, 3/4 1V Oil i 4 �77 RJM DESIGN GROUP INC. /NOTE A: 31591 CAMINO CAPISTRANO CONTROLLER'E' SHALL BE A CALSENSE MOD.# SAN JUAN CAPISTRANO,CA 92675 Z 949-493-2600 FAX 949-493-2690 ET2000-40-ML-RR/TPl/TP1 10/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL WWW.RJMDESIGNGROUP.COM ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING CONSULTANT: WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLERS 'F'&'J'VERIFY LOCATION IN FIELD. NOTE B: CONTROL LE R'F' SHALL BE A CALSENSE MOD.# If ET2000-32-MLR-RPJTPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL if ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOWTO COMMENCING A -CA-- WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION BLE FROM CONTROLLER P, 'E',VERIFY LOCATION IN FIELD. m 4" NOTE C: M T CONTROLLERJ' SHALL BE A CALSENSE MOD.# SUB CONSULTANT: 3/4 ET2000-32-MLR-RR/TPl/TP110/LR-DOME-RR, INST LLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZEDFC EPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONNEP-I'TC) COMMUNICATION CABLE FROM CONTROLLER 'E,VERIFY LOCATION IN FIELD. jA FU K KE F E R E kNe C E 000"' Ns L%Y&, EXC E mr T F(0 R" It=----------------- NOTE: I RRI""ATI "LEF 11 3/14 U UIN b V NUG MAINLINE SHOWN WITHIN PAV)NG FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO \-J11 BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. A. Irrigation sleeving shall be included under Base Bid contract. See notes,, details, and 3/4 &oil All L-4-c t, - / / I A ifications for additional information.,-, A speci I I I NOTE: Er A CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL so OBSTRUCTIONS THAT MAYOCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE B. IrriNation point of connection., lateral service, 3/4 11 HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED ang stub out shall be provided as part of the b REPRESENTATIVE PRIOR TO COMMENCING WORK. ase id ee civil engineer's drawings. E10 3 01' 4D C. Electrical service to Irrigation controller 4-- NOTE: locations shall be included as part of the 01 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES ACTUAL LOCATION TO BE base bid. See electrical engineer's drawings. A A -AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT ND Lb-WLT-H THORIZED REPRESENTATIVE PRIOR TO COMMENCING WOR IN FIE 3/4 11/4 4 For the Irrigation Legend, Refer to Sheet L3.17 r 25 20 For the Irrigation Water Calculation, __j A 11/4 Refer to Sheet L3.18. 3/4 1 A III, 3/4 F f L -A 1164 / 1 11-11, 11% 1 1 26 49 F- 1.5 LELMA ?14VV1Ve 1AAq67A-r1V1V C& 566FIA6F 7Z) jr 1% /4 r Sweeney & Associates, Inc. fA An 41 1 -zt i 3/4 U ]MI I F 3/4 14 Irri%aaktiain M49align C�c�nmultln%a Aw < 38730 Sky Canyon Drive, Suite C 3 11/4 Murrieta, CA 926e3 /4 1 ce Ph. 909-401-0830 Fax.909-461-6850 A A A E-mail- Isweeneylosarthilink.net IAAAAAAA�I 2 3/4 4% 0 All 2 E L E C. Li 2 3/4 VEHICLE k4j P A zZ-I- �A G-- y y y r 2 11/4 / (��l A, ----------- Y17— TE--=I 111*4 1 000' ---------- Joe. 11/2 4% Aft A% 7 \ !"L-� 4(j) —J— N1, Uj L 1A 3/4 4 LL i I 1A11 1 5)1 REFE Tj9-PJq ,0C"�" BOVE RIGHT IN,X, I I \T , I -.- M 1 40, E28 if \, REFE E RIGHT (.2";E N Y T 2,AS 1-1 1/2 13TOr REFE BOV! E RIGHT A 'A OD 4T Uj I AAININ R M A 1 LI T T � c N\ A L 6=AAJ N r 4 11/4 1" 3/4 1 �/4 1 11 /14 A A A C 1A001 U 6mmmJ 4" 3/4 OeL-EJ— -4— !;F ' T 11/4 -01 IAII 0 2" 2 14/2 11Z4 11/4" 3/4- 3/4 0 3/4" P@ 211 0 mono < I I-, I NNW 6=mmd 111111111004- P—- - - 1 --4-- LU 91 4 4 13 KEYMAP NTS 11/4 3/4 3/4 z N 3/4 34 IN DO </ IAV- 3/41 -4- 3/4 z-N "N' 3/4" 3/4" 1 1 Aft I i 1W X\ 0 0 4 8 16 N�N 3/4 11/4 /4 3 3/4 ---------- -------------------- 3/4" XK (1,-/- N�X D 0 Z N REVISIONS FOR CITY USE ONLY 11/4 N�, N IN N� J DATE DESCRIPTION APPROVED INITIAL DATE 9 T 0; 71 TITLE: fA" ESS/ STREET 2 JOSE WATER/SEWER G RO/DRAIN IRRIGATION TRAFFIC No. 24953 V, FINAL CHECK PLAN Exp. /IT R/W AS CONST. Civ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE X INITIAL DATE 11 CAP,6 �A I\NIG L/ DRAWN V CHECKED Adlhk C") NAME DATE LICENSE NUMBER FILE te V V 1�y\ Date CITY OF RANCHO CUCAMONGA C r-N CENTRALPARK PROJECT NAME rTn d-4 JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER MA -1 UHLINE1 SEE SHE`Erl" L.3.22' Z 11200 BASE LINE ROAD N�\ SHEET TITLE DRAWN BY: CEH L Q— CHECKED BY: LM APPR DATE: 07-21-03 DATE COMMUNITY SERVICE DIRECTOR 0, APPROVED SHEET SHEET: j U, DRAWING OF_ L A, I N 0- EMr I DATE RCE NO. ENGIi�EER q2 Ranch IC-ucarnonga Central Park 29070,'29070-Cd Eu cla d=OP "N"RAL CA awl NONE Ct IION ON ISO 1111111 11111111 1110 11111111 1110 11111111 11011 111111 MEMO z IT NOR Z/ 14.__�iRkER TO NOTE $$A$' BELO IGH�l YA R K RANCHO CUCAMONGA NOTE A: V -XX-XX INSTALLED IN CONTROLLER SHALL BE CALSENSE MOD. # ET2000 -A 10 F2 A STAINLESS STEEL METERED ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH AtNN CITYS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. VVII Lp f C71—__7 NOTE: P, --u MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO A ------A NOTE: SAN JUAN CAPISTRANO,CA 92675 —A A— 949-493-2600 FAX 949-493-2690 " N CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL WWW.RJMDESIGNGROUP.COM OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE T_ HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED CONSULTANT: _0 REPRESENTATIVE PRIOR TO COMMENCING WORK. ir 0 NOTE: If BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, M ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES if If AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT (D" AN IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 11!11111! MINIMUM I t y Sweeney & Associates, Inc. Irriaektill Deball C:'conaultil SUB CONSULTANT: r 38780 Sky Canyon Drive, Suite C z Murrieta, CA 92683 Cafffliod Ph.909-401-6830 Fax. 909-461-6850 4 E-mail-Isweeneyloearthlink.not Ua &D I 0 01 V L rim On A AN_ A-i r% X'r C E mr T F 0 r E FU KREFER" ENCE 'rNNL*T K ri I 10"ill A K Irl UA U V U. T I "' N S L E F "I N A. Irrigation sleevinc hall be included under —1 L /4" Jim i I - i s V if I Base Bid contract. See notes, details,, and IAJI _T specifications for additional information. Ak AM On On -LT-TFI-_ A 1 A A I A B. Irri ation point of connection, lateral service, Cie an stub out shall be provided as part of the CL Uj base bid. See civil engineer's drawings. ----------- 0 1_1T1 FT C. Electrical service to irrigation controller locations shall be included as part of the tn Uj 11/4 1 1 09 Z base bid. See electrical eng*neer's drawings. A -7 P. Aim For the Irrigation Legend, Refer to Sheet L3.17 1A 12 E24 -4- 0 For the Irrigation Water Calculation, F 3/4 TREES Uj z 6ol Refer to Sheet L3.18. moo E23 4r \!41 liiI,.) 4< Goo 1 3/4" 1 -00000 1Z A all, If A Al I LAM 3/4 lf 11/4 3/4 All U 10 /r I 1\\ I A. r-i coop 7—i 11/4 Ir 'I fill F-1 q&0000 rill 3 61 7 1, 1 — - 1 2 00i Z 3/4 All 4� Aill Uj A A 11/4" 44 --- I 52 1 6==d <1 U. F4 Ile NEEMWAhk E] Is Ir 4 3/4 Con 1.5 E22\ 15 Uj ,L-A A A NNW/ -Nil 4 Coon 3/4" 77' Awl 11/4, A A A vo� 6--d 0 0 0 k" 0 0 0 3/4 U Uj KEYMAP 11/4" NTS Ar VMS* fit J4 MW Z 3/4 AMh -7 NN N,\ 3/4" 0 4 8 16 </ X, 1 - V// NIN X-1 f 1, V f 0 N FOR CITY USE ONLY REVISIONS NN ILI N, 0 DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET X 'zo 3/�p 11/4 "N WATER/SEWER N� GRO/DRAIN If L IRRIGATION /4- NO. 24953 TRAFFIC 2 Exp, FINAL CHECK PLAN .d AS CONST. X THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE D CA PP INITIAL DATE L/ DRAWN V A I \X CHECKED C) E DATE 19 tu C NAM' 5/3,/,'0 5 7— LICENSE NUMBER FILE Ren wal D e 7— VIM bob.-Am 7 CITY OF RANCHO CUCAMONGA /;11 Date OF C \\Y\ PROJECT NAME CENTRALPARK J7 MEN= 1101 mm:f — 1 B NO.: 290-70 IN NIB/= 11111 ON NOSE Imn 0 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD A T T SHEET TITI F DRAWN BY: CEH Un Zzl_ M T LINE SEE t;5MEET1 L3.2% 00o. VAI 1112 Y A A fN CHECKED BY: LM APPRC)WED 7—/( DATE: 07-21-03 DATE COMMUNITY Sl DIRECTOR -I I APPROVED SHEET 0 Fj SHEET: DRAWING OF U3, 11 NO. L DATE RCE NO. (C,7�EN INEER Pol mi Ranch Cucamonga Centirod Park 29070/290710-Cd -A C.Lill.dL IRRIGATION NOTES IRRIGATION MATERIAL LEGEND CA SYMBOL FCENTRAL ' A 1 ALL LOCAL MUNICIPAL 1`1 /A LAW LES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF Q T H F MANUFACT. MODEL NO. DESCRIPTION GPM PSI RADIUS DETAIL e6 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. mahko 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES AND SERVICES BEFORE E_ Jd2L _1±_ RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES .10, .13, .20 30 5 FT A wombik COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE 7 NF RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD 10-Q/T/H/F NOZZLES .39, .52, .79, 1.57 30 10 FT A ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY'S REPRESENTATIVE. LIREEP, 0 0 E] + RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD U-12-Q/T/H/F NOZZLES .65, .87, 1.3, 2.60 30 12 FT A 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 0 16 Rka. F-A E9 [I N RAIN BIRD 1806-SAM-PRS POP-UP TURF HEAD W/ RAIN BIRD U-15-Q/T/H/F NOZZLES .93, 1.23, 1.85,3.70 30 15 FT A 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN VA R BEFORE BEGINNING WORK. E LA RAIN BIRD 1806-SAM-PRS-1 5-EST/1 5-SST POP-UP TURF HEAD .61, 1.21 30 4XI 5 FT A 4X30 FT RANCHO CUCAMONGA 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE 6- RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 5-Q/T/H NOZZLES .10, .13, .20 30 5 FT B INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE (3 RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD 10-Q/T/H/F NOZZLES .39, .52, .79, 1.57 30 10 FT B FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED.ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITYS REPRESENTATIVE PRIOR TO ANY WORK OR THE �3 RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD U-12-Q/T/H/F NOZZLES .65, .87, 1.3, 2.60 30 12 FT B IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY. 0 0 0 + RAIN BIRD 1812-SAM-PRS POP-UP SHRUB HEAD W/ RAIN BIRD U-15-Q/T/H/F NOZZLES .93, 1.23, 1.85,3.70 30 15 FT B 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. d) 004 RAIN BIRD 1812-SAM-PRS-15-EST/15-SST POP-UP SHRUB HEAD .61, 1.21 30 4XI 5 FT B 4X30 FT RJM DESIGN GROUP INC. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE V RAIN BIRD 1806-SAM-PRS POP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST NOZZLES, USE .40 30 3 FT A 31591 CAMINO CAPISTRANO DETERMINED IN THE FIELD BY THE CITY'S AUTHORIZED REPRESENTATIVE. I SAN JUAN CAPISTRANO,CA 92675 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2 , USE 5CST-13 NOZZLES FOR 949-493-2600 FAX 949-493-2690 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO PLANTERS LESS THAN 21/2' WWW.RJMDESIGNGROUP.COM THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 17 RAIN BIRD 1401 .25 GPM DEEP WELL BUBBLER HEAD, EACH SYMBOL REPRESENTS .25 (1.0) 30 N/A C CONSULTANT: TWO-FOUR BUBBLERS PER TREE, SEE DEEP WELL BUBBLER DETAIL. PLACE 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE.ADJUST PER UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES ROOTBALL SIZE TYPICAL. TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.0/1.5/3.0 HI-POP SHRUB ROTOR HEAD 0.7, 1.6, 2.7 50 25 FT D 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 1811 OF (2) HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.0/2.0/4.0 HI-POP SHRUB ROTOR HEAD 1.2, 2.0, 4.2 50 30 FT D HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.5/3.0/6.0 HI-POP SHRUB ROTOR HEAD 1.6, 2.7, 5.5 50 35 FT D ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT HUNTER 1-20-HP-ADS/36S W/ NOZZLES 2.0/3.5/8.0 HI-POP SHRUB ROTOR HEAD 2.0, 3.4, 7.6 50 40 FT D SUB CONSULTANT: OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.0/1.5/3.0 HI-POP SHRUB ROTOR HEAD (FOR TEMPORARY AREAS) 0.7, 1.6, 2.7 50 25 FT D 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.0/2.0/4.0 HI-POP SHRUB ROTOR HEAD (FOR TEMPORARY AREAS) 1.2, 2.0, 4.2 50 30 FT D GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. HUNTER 1-20-HP-ADS/36S W/ NOZZLES 1.5/3.0/6.0 HI-POP SHRUB ROTOR HEAD (FOR TEMPORARY AREAS) 1.6, 2.7, 5.5 50 35 FT D ADDITIONAL IRRIGATION NOTES HUNTER 1-20-HP-ADS/36S W/ NOZZLES 2.0/3.5/8.0 HI-POP SHRUB ROTOR HEAD (FOR TEMPORARY AREAS) 2.0, 3.4, 7.6 50 40 FT D 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION.THE CONTRACTOR F2 0 HUNTER 1-20-6P-ADS/36S W/ NOZZLES 1.0/1.5/3.0 POP-UP TURF ROTOR HEAD 1.2, 11.6, 27 50 25 FT D SHALL MAKE ARRANGMENTS AN PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER, INCLUDING HOT TAP AND -1 F-1 HUNTER 1-20-6P-ADS/36S W/ NOZZLES 1.0/2.0/4.0 POP-UP TURF ROTOR HEAD 1.2, 2.0, 4.2 50 30 FT D SERVICE LINE. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. F-41 FS 6 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY PRESSURE REGULATOR (IF REQUIRED), 1z H F-91 HUNTER 1-20-6P-ADS/36S W/ NOZZLES 1.5/3.0/6.0 POP-UP TURF ROTOR HEAD 1.6, 2.7, 5.5 50 35 FT D FOLLOWED BY BACKIFLOW PREVENTION DEVICE, FOLLOWED BY A MASTER VALVE, FOLLOWED BY A FLOW METER.ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS,MANUFACTURERS D-01 01�1 H HUNTER 1-20-6P-ADS/36S W/ NOZZLES 2.0/3.5/8.0 POP-UP TURF ROTOR HEAD 2.0, 3.4, 6.8 50 40 FT D RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE THE CITY. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX SBBC-WALHP ALUMINUM ENCLOSURE,AND SHALL HUNTER 1-40-ADS/36S W/ NOZZLE 43 POP-UP TURF ROTOR HEAD 14.2 50 58 FT D BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. Uj 4. THIS DESIGN IS DIAGRAMATIC, ALL PIPING,VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY NOTE: AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS TO NOT EXACTLY CORRESPOND TO THE HUNTER NOZZLE NUMBERS. WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT,AND ARCHITECHTURAL FEATURES. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE z 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSHIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT LEGEND. Uj OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. NO SYMBOL HUNTER HC-75F-75M SERIES CHECK VALVES INSTALLED BELOW ALL ROTORS W/ELEVATION CHANGE GREATER THAN 10 FEET FROM N/A 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES,AND SHALL HIGHEST HEAD IN ZONE TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST FOR THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. P.O.C. 6-1 DOMESTIC (FUTURE RECLAIMED) IRRIGATION TURBO WATER METER WITH A 611 SERVICE LINE,VERIFY SIZE, LOCATION,AND STATIC WATER PRESSURE IN FIELD N/A z Z 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM CONVERAGE WITH MINIMAL 0 FEBCO 880V MASTER SERIES, 6-1 R/P BACKIFLOW PREVENTION ASSEMBLY W/MODEL 611 VALVE SETTER ASSEMBLY E 0 OVERSPRAY ONTO WALKS, STREETS,WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE W COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. NO SYMBOL V.I.T. ff STRONG BOX SBBC-40WALHP ALUMINUM BACKFLOW DEVICE ENCLOSURE E 8. (TREES ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE NO SYMBOL PARKSIDE PROD. PBRI 9-XX-28-G "POLAR BEARIER" INSULATED BACKFLOW DEVICE COVER, LENGTH TO BE DETERMINED BY CONTRACTOR N/A SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. IN THE FIELD. FOR INFORMATION CONTACT GENTILE MURRAY ASSOCIATES (909) 461-0942 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL HAYWARD MODEL#72 BASKET STRAINER 6" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER ELEMENT F If *a I VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. SUPERIOR 3100 SERIES 2" MASTER VALVE NORMALLY OPEN ELECTRIC DIAPHRAGM GLOBE VALVE G 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK [E] CALSENSE FM-1.5, 1 1/211 FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER (GROUNDCOVER/SH RUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 AM ONLY H ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 01 CALSENSE FM-1.25B, 1 1/411 BRASS FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER H 11. THE SYSTEM, IS DESIGNED FOR THE MINIMUM OPERATIING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION.THE MAXIMUM DEMAND OF GALLONS PER MINUTE AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER Z PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE 0".41111 WATTS FB-3-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL,STEM AND HANDLE I,w CITY. FOR USE ON ALL VALVE MANIFOLDS AND MAINLINES UP TO 311, (SIZE PER LINE SIZE) 12. AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-XX (STATIONS) - LR (LOCAL RADIO) W/TP1,TP1 10 AND LR DOME INSTALLED No" MATCO B-4 BUTTERFLY VALVE WITH B4-LTCH LATCH NUT AND 134-IND INDEX PLATE, FOR 611 MASTER MAINLINE WITHIN A STRONGBOX (SB) CONTROLLER ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE. MOUNT THE MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE.ACTUAL LOCATION OF THE RAIN BIRD 33 DNP QUICK COUPLER VALVE, INSTALLED AT 150 FEET ON CENTER FOR ENTIRE LENGTH OF MAINLINE K,LVW It m ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. u. Foom RAIN BIRD EFB-CP-PRS-D (1 11/211, 211) SERIES PRESSURE REGULATING BRASS REMOTE CONTROL VALVE,SIZE AS SHOWN M,VW 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER z HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED 0 CALSENSE ET2000-XX-LR-RRw/TP1,TPIO AND LR-DOME CONTROLLER, SIZE AS SHOWN, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE (SEE BELOW FOR TYPE) f A Uj AND PAID FOR BY THE DEVELOPER. N,C) 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE TO VERIFY RECEPTION, CITY MUST APPROVE LOCATION IN ADVANCE F%jK KIEFER"'E NICE 0"' IND` EM..E PT F 00N R DESIGNATED ON THE PLANS. NO SYMBOL V.I.T. SB-24DSS STRONGBOX STAINLESS STEEL BACK-TO-BACK CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS, N r%r-% 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4" ABOVE THE AND QP-24D (FOR CONTROLLERS C & G, H & 1, E & F, B& D) "N AT I L E F `I IKKIUO UN b V I'N FINISHED GRADE. SB-24SS STRONGBOX STAINLESS STEEL CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS,AND QP-24D (FOR CONTROLLERS A AND J) A. Irrigation sleeving shall be included under 2 W.C.S. RAIN SENSOR, RG-DCC, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER N Base Bid contract. See notes, details, and [E] N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD specitications for additional information. if A N/A Uj IRRIGATION MAINLINE AS APPROVED PURPLE RECLAIMED PVC PIPE 3/4" - 3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE P B. Irri ation point of connection, lateral service, SCH. 80 PVC TEE, SxSxT AS APPROVED PURPLE RECLAIMED PVC PIPE 3" - 4" CL. 200 BELL AND GASKET AS MAINLINES 24" BELOW GRADE,SIZE PER PLAN P'S an'3 stub out shall be provided as part of the z MAINLINE X MANIFOLD SIZE AS APPROVED PURPLE RECLAIMED PVC PIPE 6" CL. 200 BELL AND GASKET AS MAINLINES 24" BELOW GRADE P,T base bid. See civil engineer's drawings. C. Electrical service to irrigation controller BALL TYPE ISOLATION VALVE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED Q location ' shall be included as part of the C L010 SCH 80 PVC UNION PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY CITY'S AUTHORIZED REPRESENTATIVE. I S . I MINIMUM 12" SEPARATION BETWEEN NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L.APPROVED) P,Q,R,U base bid. See electrical engineer"s drawings. ALL VALVE BOXES NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS R NO SYMBOL AS APPROVED ALL 3" MAINLINE TO RECIEVE CONCRETE THRUST BLOCKS PER DETAIL S REVISIONS FOR CITY USE ONLY REMOTE CONTROL VALVE NO SYMBOL AS APPROVED ALL FITTINGS USED WITH RING TITE PIPE SHALL BE LEEMCO "DEEP BELL" DUCTILE IRON FITTINGS. USE LEEMCO JOINT RESTRAINTS T TSS/op DATE DESCRIPTION APPROVED TITLE: ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE JOINT RESTRAINTS ON ALL INITIAL DATE SCH 80 PVC UNION EQUIPMENT INSTALLED ON RING TITE PIPE. TIS/_�11 ,0,12 r-_,0-0 S E STREET 0 WATER/SEWER 4 NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, I DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS N/A vn GRO/DRAIN No. 24953' IRRIGATION TRAFFIC NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, N/A 4L Exp. ;46 FINAL CHECK LEGEND IRRIGATION SUB-MAINLINE WHEN RCV IS HIGHER THAN THE SPRINKLERS LATERAL LINE TO SPRINKLERS CIVI AS CONST. CONTROLLER/ OF CA I V LVE NUMBER THESE PLANS WERE PREPARED BY� FOR PRIVATE USE REVISIONS DATE A20 25 _____G.P.M. INITIAL DATE HARDSCAPE EDGE 11111M, L INSTALL MAINLINE 18" OFF 1.5" DRAWN OF HARDSCAPE EDGE CHECKED -VALVE SIZE NAME DATE a ure I LICENSE NUMBER /20 BALL TYPE ISOLATION VALVE FILE _Rend*2,1.Dbte IN, SCH 80 PVC UNION CITY OF RANCHO CUCAMONGA -Date Of- CA�_O QUICK COUPLER SWING JOINT PROJECTNAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD QUICK COUPLER VALVE IN A SHEET TITLE DRAWN BY: CEH ROUND VALVE BOX Sweeney & Associates, Inc. 1q,9Y&MCA) W QUICK COUPLER MANIFOLD TO BE Irrioaticon Desion & acionsumnj;I CHECKED BY: LM SEPARATE FROM RCV MANIFOLD A ED DATE: 38730 Sky Canyon Drive, Suite C 07-21-03 Murrieta, CA 92563 DATE COMMUNITY RVICE DIRECTOR Ph.909-461-6830 Fax 909-461-6850 APPROVED OFI�� SHEET: E-mail-Isweeneyloearthlink.net I/D q- SHEET 4�1 1, A SCALE 'A DRAWING OF L 3. 1 W RtMONTE (`..`.`0N`TR0L VALVE MANIFOLD N.T.S. jnwA_,.ej_,f1 IINO. —OF ENGINEER [�IDAT/E RCE NO. Rarich Cucamonaa Central Park 29070/29070-c'd C#1 domm Controller: A IRRIGATION CONTROLLER RUN TIMES Controller: H IRRIGATION CONTROLLER RUN TIMES -E 1 N'T R A L III PLANT TYPE I SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME Aff Days Per Week: 5 7.3 (HOURS) (HOURS) Days Per Week: 5 7.3 (HOURS) (HOURS) 0j Shrub and Ground Covers: Shrub and Ground Covers: WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS Spray Heads 7.30 0.40 1.74 0.70 0.11 0 0.00 Spray Heads 7.30 0.40 1.74 0.70 0.11 7 0.78 WATER METER NUMBER 1 WATER METER SIZE 611 WATER METER NUMBER 1 WATER METER SIZE 611 Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 Rotor Heads 7.30 0.40 0.50 0.80 0.34 6 2.04 HYDRAULIC GRADE LINE - WATER METER ELEVATION - HYDRAULIC GRADE LINE - WATER METER ELEVATION - Temporary Rotor 7.30 0.30 0.50 0.80 0.26 31 7.92 Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 1 1z Ix ELEVATION DIFFERENCE STATIC PRESSURE(PSI) 1 ELEVATION DIFFERENCE STATIC PRESSURE(PSIj 113 Turf Grass: Turf Grass: REMOTE CONTROL VALVE# C11 REMOTE CONTROL VALVE SIZE 211 REMOTE CONTROL VALVE# G9 REMOTE CONTROL VALVE SIZE 211 Spray Heads 7.30 0.90 1.74 0.70 0.25 0 0.00 Spray Heads 7.30 0.90 1.74 0.70 0.25 3 0.67 R.C.V. DEMAND(GPM) 99 TOTAL DEMAND(GE!�) 1000 R.C.V. DEMAND(GPM) 76 TOTAL DEMAND(GPM) 1000 Rotor Heads 7.30 0.90 0.50 0.80 0.77 0 0.00 Rotor Heads 7.30 0.90 0.50 0.80 0.77 6 4.09 R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 SIZE DESCRIPTION PSI LOSS SIZE DESCRIPTION PSI LOSS 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 611 SERVICE LINE 1000 GPM 1 1.1 PSI 611 SERVICE LINE 1000 GPM 1 1.1 PSI 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 611 TURBO WATER METER fl 1000 GPM 2 1.8 -PSI 611 TURBO WATER METER fl 1000 GPM 2 1.8 PSI T�7' 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 611 BACKFLOW PREVENTER 2 1000 GPM 3 5.0 PSI 611 BACKFLOW PREVENTER P, 1 )00 GPM 3 5.0 PSI P A 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 211 MASTER CONTROL VALVE P, 100 GPM 4 3.2 PSI --- 211 MASTER CONTROL VALVE @ 100 GPM 4 2.1 PSI 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 671 WYE STRAINER/FILTRATION P, 1000 GPM 5 1.0 PSI 611 WYE STRAINER/FILTRATION 2 1000 GPM 5 1.0 PSI RANCHO CUCAMONGA Trees: Trees: 311 BUTTERFLY VALVES 6 0.5 PSI 311 BUTTERFLY VALVES 6 0.5 PSI Bubbler Heads 7.30 0.80 3.00 0.90 0.10 0 0.00 Bubbler Heads 7.30 0.80 3.00 0.90 0.10 1 0.10 311 488 FEET OF MAINLINE: TYPE CL 200 7 3.8 PSI 311 206 FEET OF MAINLINE:TYPE CL 200 7 1.0 PSI CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 31 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 23 611 1293 FEET OF MASTER MAINLINE:TYPE CL 200 8 6.9 PSI 611 1226 FEET OF MASTER MAINLINE: TYPE CL 200 8 6.7 PSI TOTAL RUN TIME IN HOURS: 7.92 TOTAL RUN TIME IN HOURS: 7.69 211 REMOTE CONTROL VALVE 9 3.6 PSI 211 REMOTE CONTROL VALVE 9 2.7 PSI 10% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL LINE LOSS 10 5.0 PSI 10% FITTING LOSS 11 2.9 PSI 10% FITTING LOSS 11 2.5 PSI 0 ELEVATION CHANGE(P.O.C. TO HIGHEST HEAD) 12 0.0 PSI 0 ELEVATION CHANGE ff).O.C.TO HIGHEST HEAD) 12 0.0 PSI Controller: B IRRIGATION CONTROLLER RUN TIMES Controller: I IRRIGATION CONTROLLER RUN TIMES I 1 1 1 1 1 PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 34.8 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 29.4 PSI Days Per Week: 5 7.3 (HOURS) (HOURS) Days Per Week: 5 7.3 (HOURS) (HOURS) PRESSURE REQUIRED AT HEAD 14 50.0 PSI PRESSURE REQUIRED AT HEAD 14 50.0 PSI 1 TOTAL PRESSURE REQUIRED(SUM OF#13 AND# 14) 15 84.8 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND# 14) 15 79.4 PSI Shrub and Ground Covers: Shrub and Ground Covers: STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI RM DESIGN GROUP INC. Spray Heads 7.30 0.40 1.74 0.70 0.11 0 0.00 Spray Heads 7.30 0.40 1.74 0.70 0.11 19 2.13 Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 RESIDUAL PRESSURE(SUBTRACT# 15 FROM# 16) 17 28.2 PSI RESIDUAL PRESSURE(SU 3TRACT# 15 FROM# 16) 17 33.6 PSI 31591 CAMINO CAPISTRANO Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI SET PRV OR MCV AT(#15 PLUS 10 PSI) 18 - PSI SAN JUAN CAPISTRANO,CA 92675 PRESSURE BOOST, IF REQUIRED�#1 5416+20 PS11 19 PSI PRESSURE BOOST, IF REQUIRED�#1 5416+20 PSIJ 191 PSI 949-493-2600 FAX 949-493-2690 Turf Grass: Turf Grass: WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS WWW.RJMDESIGNGROUP.COM Spray Heads 7.30 0.90 1.74 0.70 0.25 0 0.00 Spray Heads 7.30 0.90 1.74 0.70 0.25 1 0.22 WATER METER NUMBER I WATER METER SIZE 611 WATER METER NUMBER 1 WATER METER SIZE 6VI CONSULTANT: Rotor Heads 7.30 0.90 0.50 0.80 0.77 0 0.00 Rotor Heads 7.30 0.90 0.50 0.80 0.77 2 1.36 HYDRAULIC GRADE LINE WATER METER ELEVATION - HYDRAULIC GRADE LINE - WATER METER ELEVATION - 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 ELEVATION DIFFERENCE STATIC PRESS JRE(PSI) 113 ELEVATION DIFFERENCE STATIC PRESSURE(PSI) 113 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 REMOTE CONTROL VALVE# D4 REMOTE CONTROL VALVE SIZE 21f REMOTE CONTROL VALVE# H22 REMOTE CONTROL VALVE SIZE 211 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 R.C.V. DEMAND(GP 4) 93 TOTAL DEMAND(GPM) 1000 R.C.V. DEMAND(GPM) 71 TOTAL DEMAND(GPM) 1000 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 1 0.17 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 8 2.69 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 7 4.71 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 SIZE DESCRIPTION PSI LOSS SIZE DESCRIPTION PSI LOSS 6 SERVICE LINE @ 1000 GPM 1 1.1 PSI 6 SERVICE LINE 1000 GPM 1 1.1 PSI Trees: Trees: 6 TURBO WATER METER P, 1000 GPM 2 1.8 PSI 6 TURBO WATER METER @ 1000 GPM 2 1.8 PSI if if Bubbler Heads 7.30 0.80 3.00 0.90 0.10 0 0.00 Bubbler Heads 7.30 0.80 3.00 0.90 0.10 8 0.81 6 BACKFLOW PREVENTER 0- 1000 GPM 3 5.0 PSI 6 BACKFLOW PREVENTER 2 1000 GPM 3 5.0 PSI CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 16 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 30 211 MASTER CONTROL VALVE P, 100 GPM 4 3.2 PSI 211 MASTER CONTROL VA IE A 100 GPM 4 1.8 PSI TOTAL RUN TIME IN HOURS: 7.56 TOTAL RUN TIME IN HOURS: 4.52 611 WYE STRAINER/FILTRATION @ 1000 GPM 5 1.0 PSI 611 WYE STRAINER/FILTRATION @ 1000 GPM 5 1.0 PSI 311 BUTTERFLY VALVES 6! 0.5 PSI 311 BUTTERFLY VALVES 6 0.5 PSI 311 535 FEET OF MAINLINE: TYPE CL 200 7 3.9 PSI 311 1002 FEET OF MAINLINE: TYPE CL 200 7 4.6 PSI SUB CONSULTANT: Controller: C' IRRIGATION CONTROLLER RUN TIMES Controller: i IRRIGATION CONTROLLER RUN TIMES 611 25 FEET OF MASTER MAINLINE:TYPE CL 200 8 0.5 PSI 611 1626 FEET OF MASTER MAINLINE:TYPE CL 200 8 8.5 PSI PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME 211 REMOTE CONTROL VALVE 9 3.6 PSI 211 REMOTE CONTROL VALVE 9 2.7 PSI Days Per Week: 5 7.3 (HOURS) (HOURS) Days Per Week: 5 7.3 (HOURS) (HOURS) 10% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL LINE LOSS 10 5.0 PSI Shrub and Ground Covers: Shrub and Ground Covers: 10% FITTING LOSS 11 2.2 PSI 10% FITTING LOSS 11 3.0 PSI Spray Heads 7.30 0.40 1.74 0.70 0.11 3 0.34 Spray Heads 7.30 0.40 1.74 0.70 0.11 12 1.34 1 0 ELEVATION CHANGE(P.O.C. TO HIGHEST HEAD) 12 0.0 0 ELEVATION CHANGE(P.O.C. TO HIGHEST HEAD) 12, 0.0 Rotor Heads 7.30 0.40 0.50 0.80 0.34 3 1.02 Rotor Heads 7.30 0.40 0.50 0.80 0.34 1 0.34 TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 27.8 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 35.1 PSI Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 PRESSURE REQUIRED AT HEAD 14 50.0 PSI PRESSURE REQUIRED AT HEAD 14 50.0 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 77.8 PSI TOTAL PRESSURE REQUIRED(SU I OF#13 AND#14) 15 85.1 PSI Turf Grass: T u rf G rass: STATIC WATER PRESSURE(FROM ABOVE) 16' 113.0 PSI STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI Spray Heads 7.30 0.90 1.74 0.70 0.25 1 0.22 Spray Heads 7.30 0.90 1.74 0.70 0.25 5 1.12 RESIDUAL PRESSURE(SU 3TRACT#15 FROM#16) 17 35.2 PSI RESIDUAL PRESSURE(SUBTRACT#15 FROM#16) 17 27.9 PSI Rotor Heads 7.30 0.90 0.50 0.80 0.77 3 2.04 Rotor Heads 7.30 0.90 0.50 0.80 0.77 4 2.73 SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 1 PRESSURE BOOST, IF REQUIRED�#1 5416 +20 PSI) 19 PSI PRESSURE BOOST, IF REQUIRED�#1 5416 +20 PSI) 191 PSI 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 WATER METER NUMBER 1 WATER METER SIZE 611 WATER METER NUMBER 1 WATER METER SIZE 611 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 HYDRAULIC GRADE LINE - WATER METER ELEVATION - HYDRAULIC GRADE LINE - WATER METER ELEVATION - 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 3 1.01 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 1 ELEVATION DIFFERENCE STATIC PRESSURE(PSI) 113 ELEVATION DIFFERENCE - STATIC PRESSURE(PSI) I 11 3_____j 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 2 1.34 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 if REMOTE CONTROL VALVE# E36 REMOTE CONTROL VALVE SIZE 2" REMOTE CONTROL VALVE# 110 REMOTE CONTROL VALVE SIZE 2 Trees: Trees: R.C.V. DEMAND��. 60 TOTAL DEMAND(GP jj_ 1000 R.C.V. DEMAND(GPM) 25 TOTAL DEMAND(GPM) 1000 Bubbler Heads 7.30 0.80 3.00 0.90 0.10 0 0.00 Bubbler Heads 7.30 0.80 3.00 0.90 0.10 2 0.20 R.C.V. ELEVATION STATIC PRESSURE AT R.C.V. - R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 15 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 24 SIZE DESCRIPTION PSI LOSS SIZE DESCRIPTION PSI LOSS TOTAL RUN TIME IN HOURS: 5.98 TOTAL RUN TIME IN HOURS: 5.73 if it Uj 6 SERVICE LINE 1000 GPM 1 1.1 PSI 6 SERVICE LINE 1000 GPM 1 1.1 PSI If it 0 6 TURBO WATER METER 0 1000 GPM 2 1.8 PSI 6 TURBO WATER METER P, 1000 GPM 2 1.8 PSI IIII- It it CNI 111111111111W 6 BACKFLOW PREVENTER P, 1000 GPM 3 5.0 PSI 6 BACKFLOW PREVENTER 2 1000 GPM 3 5.0 Pal Z. Controller: D IRRIGATION CONTROLLER RUN TIMES WATER PRESSURE CALCULATIONS 2 MASTER CONTROL VALVE @ 100 GPM 4 1.2 PSI 2 MASTER CONTROL VALVE @ 100 GPM 4 1.0 PSI PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME WATER METER NUMBER 1 WATER METER SIZE 611 6 WYE STRAINER/FILTRATION 0- 1000 GPM 5 1.0 PSI 6 WYE STRAINER/FILTRATION P, 1000 GPM 5 1.0 PSI < LU it If Q1 x Days Per Week: 5 7.3 (HOURS) (HOURS) - 3 BUTTERFLY VALVES 6 0.5 PSI 3 BUTTERFLY VALVES 6 0.5 a. HYDRAULIC GRADE LINE WATER METER ELEVATION - Shrub and Ground Covers: ELEVATION DIFFERENCE STATIC PRESSURE(PSI) 113 311 613 FEET OF MAINLINE:TYPE CL 200 7 2.0 PSI 311 630 FEET OF MAINLINE:TYPE CL 200 7 0.5 PSI U Spray Heads 7.30 0.40 1.74 0.70 0.11 2 0.22 1 1 11 __+ 611 750 FEET OF MASTER MAINLINE:TYPE CL 200 8 2.0 PSI 611 1146 FEET OF MASTER MAINLINE: TYPE CL 200 8 6.3 PSI FMM 7.30 0.40 0.50 0.80 0.34 7 1.99 REMOTE CONTROL VALVE# Al REMOTE CONTROL VALVE SIZE 2 211 REMOTE CONTROL VALVE 9 1.6 PSI 11/211 REMOTE CONTROL VALVE 9 3.5 PSI Rotor Heads R.C.V. DEMAND(GPM) 100 TOTAL DEMAND( 1000 z Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - 10% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL LINE LOSS 10 5.0 PSI /W*% 10% FITTING LOSS 11 2.0 PSI 10% FITTING LOSS 11 2.5 PSI kwj Turf Grass: SIZE DESCRIPTION PSI LOSS 0 ELEVATION CHANGE(P.O.C. TO HIGHEST HEAD) 12, 0.0 1 PSI 0 ELEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 12, 0.0 PSI Uj Spray Heads 7.30 0.90 1.74 0.70 0.25 5 1.12 611 SERVICE LINE(n 1000 GPM 1 1.1 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 23.2 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 28.2 PSI Rotor Heads 7.30 0.90 0.50 0.80 0.77 6 4.09 611 TURBO WATER METER!M 1000 GPM 2 1.8 PSI 44 :D PRESSURE REQUIRED AT HEAD 14 50.0 PSI PRESSURE REQUIRED AT HEAD 14 50.0 PSI if 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 6 BACKFLOW PREVENTER @ 1000 GPM 3 12.0 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 73.2 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND# 14) 15 78.2 PSI 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 211 MASTER CONTROL VALVE 2D 100 GPM 4 3.2 PSI STATIC WATER PRESSURE(FROM ABOVE 16 113.0 PSI STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 611 WYE STRAINER/FILTRATION a 1000 GPM 5 1.0 PSI U 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 311 BUTTERFLY VALVES 6 0.5 PSI RESIDUAL PRESSURE(SUBTRACT# 15 FROM#16) 17 39.8 PSI RESIDUAL PRESSURE(SUBTRACT# 15 FROM#16) 17 34.8 PSI 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 411 2185 FEET OF MAiML4hIEEP01PE1CR1ZD0 7 5.0 PSI SET PRV OR MCV AT(#15 PLUS 10 PSI) 18 - PSI SET PRV OR MCV AT(#15 PLUS 10 PSI) 18 - PSI PRESSURE BOOST, IF REQUIRED�#1 5416+20 Psl� 191 PRESSURE BOOST, IF REQUIRED�#1 5416+20 PSI) 191 PSI 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 If I PSI 6 375 FEET OF MASTER MAINLINE:TYPE CL 200 8 3.5 PSI WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS 41 11 %W101 Trees: 2 REMOTE CONTROL VALVE 9 3.6 PSI WATER METER NUMBER 1 WATER METER SIZE 611 WATER METER NUMBER 1 WATER METER SIZE 611 r 1% Bubbler Heads 7.30 0.80 3.00 0.90 0.10 0 0.00 10% LATERAL LINE LOSS 10 5.0 PSI HYDRAULIC GRADE LINE - WATER METER ELEVATION - HYDRAULIC GRADE LINE - WATER METER ELEVATION - %tj 10% FITTING LOSS 11 3.3 PSI z Ck CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 20 Z=------4 ELEVATION DIFFERENCE STATIC PRESSURE(PSI) 113 ELEVATION DIFFERENCE STATIC PRESSURE JE§�_ 11 L____j TOTAL RUN TIME IN HOURS: 7.42 0 ELEVATION CHANGE(P.O.C.TO HIGHEST HEAPL_ 121 0.0 1 PSI REMOTE CONTROL VALVE# F16 REMOTE CONTROL VALVE SIZE 211 REMOTE CONTROL VALVE# J15 REMOTE CONTROL VALVE SIZE 211 *40% TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12L 13 40.0 PSI 0 PRESSURE REQUIRED AT HEAD 14 50.0 PSI - STATIC PRESSURE AT R.C.V. - R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - R R.C.V. ELEVATION 1000 z .C.V. DEMAND(GPM) 55 TOTAL DEMAND(GPM) 1000 R.C.V. DEMAND(GPM) 70 TOTAL DEMAND igEM)_ TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 90.0 PSI Controller: E IRRIGATION CONTROLLER RUN TIMES SIZE DESCRIPTION PSI LOSS SIZE DESCRIPTION PSI LOSS STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI it 11 PLANT TYPE I SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME RESIDUAL PRESSURE(SUBTRACT#15 FROM#16) 17 23.0 PSI 6 SERVICE LINE 1000 GPM 1 1.1 PSI 6 SERVICE LINE @ 1000 GPM 1 1.1 PSI Days Per Week: 5 7.3 (HOURS) (HOURS) SET PRV OR MCV AT(#15 PLUS 10 PSI) 18 - PSI 611 TURBO WATER METER P, 1000 GPM 2 1.8 PSI 611 TURBO WATER METER P, 1000 GPM 2 1.8 PSI Shrub and Ground Covers: PRESSURE BOOST, IF REQUIRED�#1 5416+20 PSI) 191 PSI 611 BACKFLOW PREVENTER @ 1000 GPM 3 5.0 PSI 611 BACKFLOW PREVENTER @ 1000 GPM 3 5.0 PSI Uj Spray Heads 7.30 0.40 1.74 0.70 0.11 26 2.91 211 MASTER CONTROL VALVE P, 100 GPM 4 1.6 PSI 211 MASTER CONTROL VALVE @ 100 GPM 4 1.6 PSI Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 WATER PRESSURE CALCULATIONS 6VI VVYE STRAINER/FILTRATION 2, 1000 GPM 5 1.0 PSI 611 WYE STRAINER/FILTRATION 2 1000 GPM 5 1.0 --PSI Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 WATER METER NUMBER 1 WATER METER SIZE 6 11 it IIII- HYDRAULIC GRADE LINE - WATER METER ELEVATION - 3 BUTTERFLY VALVES 6 0.5 PSI 3 BUTTERFLY VALVES 6 0.5 PSI ELEVATION DIFFERENCE STATIC PRESSUEE ps 113 311 226 FEET OF MAINLINE: TYPE CL 200 7 0.6 PSI 311 464 FEET OF MAINLINE:TYPE CL 200 7 2.0 PSI z _(P I Turf Grass: If IV Spray Heads 7.30 0.90 1.74 0.70 0.25 3 0.67 REMOTE CONTROL VALVE# B16 REMOTE CONTROL VALVE SIZE 211 6 it 776 FEET OF MASTER MAINLINE:TYPE CL 200 8 4.6 PSI 6 if 375 FEET OF MASTER MAINLINE:TYPE CL 200 8 3.6 PSI Uj 2 REMOTE CONTROL VALVE 9 1.6 PSI 2 REMOTE CONTROL VALVE 9 2.5 PSI 9 % Rotor Heads 7.30 0.90 0.50 0.80 0.77 4 2.73 R.C.V. DEMAND(GPM) 99 TOTAL DEMAND 1000 10% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL LINE LOSS 10 5.0 PSI 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. 10% FITTING LOSS 11 2.1 PSI 10% FITTING LOSS 11 2.2 PSI 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 SIZE DESCRIPTION PSI LOSS 0 ELEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 12 0.0 PSI 0 ELEVATION CHANGE(P.O.C. TO HIGHEST HEAD) 12 0.0 PSI A 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 611 SERVICE LINE @ 1000 GPM 1 1.1 PSI L__ 09� 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 611 TURBO WATER METER P, 1000 GPM 2 1.8 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 24.9 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 26.3 PSI 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 611 BACKFLOW PREVENTE R @ 1000 GPM 3 12.0 PSI PRESSURE REQUIRED AT HEAD 14 50.0 PSI PRESSURE REQUIRED AT HEAD 14 50.0 PSI 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 211 MASTER CONTROL VALVE @ 100 GPM 4 3.2 PSI TOTAL PRESSURE REQUIRED 0 3 AND#14) 15 74.9 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 76.3 PSI 611 WYE STRAINER/FILTRAT12N_@ 1000 GPM 5 1.0 PSI STATIC WATER PRESSURE(FROM ABOVE) - 16 113.0 PSI STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI z Trees: RESIDUAL PRESSURE(SUBTRACT#15 FROM#16) 17 38.1 PSI RESIDUAL PRESSURE(SUBTRACT#15 FROM# 16) 17 36.7 PSI It e%I 11 M Bubbler Heads 7.30 0.80 3.00 0.90 0.10 6 0.61 3 if BUTTERFLY VALVES 6 0.5 PS1 SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI %MOOF Uj CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 39 3 it 785 FEET OF MAINLINE:TYPE CL 200 7 6.0 PSI PRESSURE BOOST, IF REQUIRED(#15416 +20 PSI) 191 PSI PRESSURE BOOST, IF REQUIRED(#15416+20 PSI) 191 1 PSI z TOTAL RUN TIME IN HOURS: 6.91 6 456 FEET OF MASTER MAINLINE: TYPE CL 200 8 2.0 PSI 2VI REMOTE CONTROL VALVE 9 3.6 PSI -10% LATERAL LINE LOSS 10 5.0 PSI Controller: F IRRIGATION CONTROLLER RUN TIMES 10% -FITTING LOSS 11 3.3 PSI Sweeney & Associates, Inc. D) 12 0.0 PSI F CC.")R r REFER" 't-N'C E (D N` L I At.., r U PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME o ELEVATION CHANGE-(P.O.C. TO HIGHEST HEA E% E"T F R Irrigmt1afn D49sign & C:;consultlng Days Per Week: 5 7.3 (HOURS) (HOURS) TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 39.5 PSI K kJ 1\4 0 #1 N " Shrub and Ground Covers: PRESSURE REQUIRED AT HEAD 14 50.0 PSI I "R I G"AT 1 10"', " e%L E E V U 38730 Sky Canyon Drive, Suite C TOTAL PRESSURE REQUIRED(SUM OF#13 AND# 14) 15 89.5 PSI A OIrrigation sleeving shall be included under Murrieta,CA 92563 Spray Heads 7.30 0.40 1.74 0.70 0.11 3 0.34 .A Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI Base Bid contract. See notes, details, and Ph.909-46H830 Fax.909-4011850 Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 RESIDUAL PRESSURE(SUBTRACT# 15 FROM# 16) 17 23.5 PSI oe* E-mail, lsweeneyleearthlink.not SET PRV OR MCV AT(# 15 PLUS 10 PSI) 18 - PSI specitications for additional information. Turf Grass: IPRESSURE BOOST, IF REQUIRED(#15-#16 +20 PSI) 191 PSI Spray Heads 7.30 0.90 1.14 0.70 0.25 10 2.24 B. Irrigation point of connection, lateral service, I FE S11� REVISIONS FOR CITY USE ONLY Rotor Heads 7.30 0.90 0.50 0.80 0.77 6 4.09 and stub out shall be provided as part of the 3 0S 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 1 1) DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 base bid. See civil engineer's drawings. - STREET 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 C. Electrical service to Irrigation controller No. 24953 WATER/SEWER 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 o 0.00 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 locations shall be included as part of the Exp. 03 �_ GRO/DRAIN IRRIGATION 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 1 1 0 TRAFFIC base bid. See electrical engineers arawings. FINAL CHECK C/V[ WATER Trees: CAQ� RIV Bubbler Heads 7.30 0.80 3.00 0.90 0.10 4 0.40 AS CONST. CALCULATIONS CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 31 TOTAL RUN TIME IN HOURS: 7.06 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE CA Pc \ Ll NG, L I Controller: G IRRIGATION CONTROLLER RUN TIMES DRAWN PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME CHECKED Days Per Week: 5 7.3 (HOURS) (HOURS) C-) NAME DATE Si'nat Shrub and Ground Covers: 5/31 00 Spray Heads 7.30 0.40 1.74 0.70 0.11 2 0.22 LICENSE NUMBER FILE Rene a D e Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 Date Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 CITY OF RANCHO CUCAMONGA of- cNol �, Turf Grass: PROJECT NAME CENTRALPARK Spray Heads 7.30 0.90 1.74 0.70 0.25 6 1.34 SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 Rotor Heads 7.30 0.90 0.50 0.80 0.77 8 5.45 11200 BASE LINE ROAD 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 SHEET TITLE DRAWN BY: CEH 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 10 140-41 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.00 CHECKED BY: LM 140-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.00 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 DATE: 07-21-03 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 0.00 DATE COMMUNITY SERkICE DIRECTOR Trees: APPROVED SHEET: Bubbler Heads 7.30 0.80 3.00 0.90 0.10 0 0.00 SHEET OF$�� CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 16 DRAWING LJ, 13 - OF TOTAL RUN TIME IN HOURS: 7.02 INO. D RCE NO. EiKiENG114ER -SOW- POP-UP TURF HEAD BODY SET TO t,,ENTRAL POP-UP TURF ROTOR BODY SET TO HI-POP SHRUB HEAD BODY SET TO 1/4- ABOVE FINISH GRADE ci 1/4" ABOVE FINISH GRADE 1/4" ABOVE FINISH GRADE FINISH GRADE FINISH GRADE FINISH GRADE n, DRAIN CAP FINISH GRADE I-El Eli LI I I lT--- 6" PVC COUPLER IEEI I FE I EEI I IET < EEI I I: =1 I—, EEI I I NONE I I [EE I IEEI —9 1 IEI I I I 1:::�=l 11 LI Ell* 'I j BUBBLER z z z 111- 11-11 I.—Il 11 A R K 0-c' 0 .-0 0-C2 0 0 1=10 I' 04 0 -11 04 C14 C>0 RANCHO CUCAMONGA SCH 80 PVC NIPPLE 0 SCH 80 PVC NIPPLE 0 -0 0 LONG) 6" SEWER PVC 00 0 LONG) (MINIMUM 4 0 - 0 (MINIMUM 2 SEWER PIPE ADV. 0 0 0 0 000 0 0 SCH 80 PVC NIPPLE SCH 40 PVC 0 00 SCH 80 NIPPLE 6" LONG SCH 40 PVC 0 TYPICAL (2) PLACES T X T 900 ELL 0.-.00 0-<,3>0 00 -1' T X T 900 ELL 0 .0 C%�l 0 c,<>0 MARLEX 90* STREET ELL #4 WASHED GRAVEL —'� C> 7;?�o ,00 MARLEX 99 STREET ELL 00 0 0 C> I= c� PVC SCH. 40 0 C> a 10" �0 SPRINKLER LATERAL �0 IT 0 C> 0 c� 0 ANTI-DRAIN VALVE AS REQUIRED 0.0 0 0 '"o �o cp 0--0-0 0 0 RJM DESIGN GROUP INC. SCH 40 PVC MARLEX 900 ELL 0 0 MARLEX 900 STREET ELL 0 MARLEX 907 STREET 90* STREET ELL 31591 CAMINO CAPISTRANO -NON-PRESSURE NON-PRESSURE MARLEX 90" STREET ELL SAN JUAN CAPISTRANO,CA 92675 NON-PRESSURE LATERAL FITTING LATERAL FITTING 949-493-2600 FAX 949-493-2690 LATERAL FITTING WWW.RJMDESIGNGROUP.COM NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE NON-PRESSURE LATERAL LINE NON-PRESSURE LATERAL LINE TYPICAL (2) PLACES CONSULTANT: ANTI-DRAIN VALVE AS REQUIRED NOTESs NOTE: NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, NOTE: 1. DEPTH OF SUMP SHALL BE PER SOIL AND EDGES OF LAWN. AND EDGES OF LAWN. 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, CONDITION OR 3' MIN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. AND EDGES OF LAWN. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2. USE TEFLON TAPE ON ALL MALE THREADS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 4. HEAD CONNECTION AT BOTTOM INLET ONLY. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. LO CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN APPROVED BY, STANDARD PLAN co APPROVED BY, STANDARD PLAN APPROVED BY, STANDARD PLAN POP—UP TURF ROTOR TREE BUBBLER SUMP HI—POP SHRUB SPRAY POP—UP TURF SPRAY HEAD SUB CONSULTANT: W 538 W 539 W 537 cn 545 cn V) 5; 5 5-- W CITY ENGINEER DATEI USE wrrH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OFI SHEET 1 13F 1 R.C.E, 24953 1 1 1 1 WIR.C.E. 24953 R.C.E.___a4953 r% SCALE 'As"11111 SCALE M TV A V SCALE A m plml- r% r%r0% A N ff SCALE ko'-.1) r ri u t3 z)r A rl% rur T" " rK% F z)rKAT HN ' E A Em J% K N.T.S. u b Ho I R N.T.S U N.T.S. D rur ur TUKr R 00"T r% (.Voi T R% E E B UE3 rbq L E R` M P N.T.S. 0 3/4- GRAVEL SHOULD BE PLACED IN FLOW METER AND MORTAR VALVE BOX. WHITE FINISHED GRADE IN TURF AREAS E PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS "SCOTCH-LOK" WATERPROOF COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN RED CONNECTOR OR EQUAL BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER,USE STAINLESS BOLT,NUT,AND WASHER. *BLACK PIG TAIL EXPANSION EDGE. HEAT BRAND"MV"ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE --a—BACKFLOW ENCLOSURE Uj IRRIGATION CONTROLLER LOOP (MIN.24" LONG) MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. EDGE. HEAT BRAND V'BS"ONTO LID. SEE LEGEND FOR BRAND If �� BASKET STRAINER,SEE LEGEND FOR SPECIFICATION MMOMW PLAS11C VALVE BOX (CARSON OR WATERPROOF ALL FINISHED GRADE IN SHRUB AREAS EQUAL) NTH PLAS11C INTEGRATED WIRE CONNEC11ONS 'IN"STYLE BACKFLOW DEVICE I I= I El < LLJ LOCKING LID. PLACE AT GRADE IN 4"MIN. FINISHED GRADE IN SHRUB SEE LEGEND FOR BRAND 09 TURF AREAS AND 3" ABOVE IN PLANT BED. I I IEEI I M I F:�l I I— AREAS 24"WIRE LOOP - 4"MIN. as EEI I E=1 I I IEI I VALVE ID TAGS *1 PIG TAIL EXPANSION LOOP (MIN.24" LONG) WHITE PVC SCH 40 FEMALE (COMMON) ADAPTER,2 REQUIRED EE3 SHUT OFF VALVES BLUE 2' MI. PVC MAINLINE TO FLOW 0 UF 14 V 0 n CE WIRES SENSOR, PIPE PER SPECS. z 2" MIN. 0 a �s PVC MAINLINE TO MASTER BRICK SUPPORTS oc U env REDO MASTER CONTROL ki�) VALVE,PIPE PER SPECS. CAST IRON PIPING VALVE BRASS UNION oo a(Svco, BLACK 0 BRICK SUPPORTS W/F�ANGES,311 -ftft.- L _Z1101 BRASS NIPPLE TYP. -e,— FLOW METER LANDSCAPE FABRIC CONCRETE PAD DIAMETER SAME 3/4"ROCK,2 CUBIC FT. FLANGE ADAPTERS,2 REQ. MINIMUM 6"THICK SIZE AS FLOW .994: METER SIZE PVC MAINLINE PIPE FROM LANDSCAPE FABRIC SIZE PER ENCLOSURE DIAMETER SAME SIZE BACKFLOW PER SPECS. 3/4"ROCK,2 CUBIC FT. AS FLOW METER SIZE SECTION VIEW-N.T.S. "VALVE SETTER" FITTINGS (D PVC MAINLINE FROM P.O.C. ff A MINIMUM DISTANCE DOWNSTREAM OF NOTE: #06%, UNINTERRUPTED PIPE (5X DIAMETER SECTION VIEW-N133. MAINLINE 9 11 %%j OF FLOW METER SIZE) USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF NOTE: ........... z THE MULTIPLE FLOW SENSOR / M.V. THE MASTER VALVE ASSEMBLY, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF 0 MINIMUM DISTANCE UPSTREAM OF INSTALLA11ONS MAXIMIZE THE DISTANCE THE BASKET STRAINER ASSEMBLY. SECTION VIEW-N.T.S. off Ilk z UNINTERRUPTED PIPE (10X FROM THE "TEE" TO MINIMIZE TURBULENCE. 14401 DIAMETER OF FLOW METER SIZE) -do -.9ov- NOTES: z 1. WATERPROOF ALL WIRE CONNECTIONS WITH "SCOTCH-LOK" OR EQUAL. MAKE EPDXY-FILLED CONNECTION WHEN FLOW-METER IS GLUED IN. 2. MAXIMIZE DISTANCE BETWEEN FLOW SENSOR AND MASTER VALVE. Uj CITY OF RANCHO CUCAMONGA, CALIFORNIA cq I ,0 APPROVED BY, STANDARD PLAN FLOW METER INSTALLATION ff z W (n 516 %,j Uj NGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E R.C.E. SHEET 1 OF I 1, A 00NVT� L III SCALE IOM%l 1, A SCALE A A k, SCALE rm% A SCALE H FLUW METER` N.T.S. k.7 MA S%T E R (.0%o ON N T R/Upw*% IL 1&V A L V E N.T.S. F b A%%)R E T T R A No E R N.T.S. E b A "K'O'F L 0 0" W F D E I'V I(."o E N.T.S. 0 f A Z. Z Uj M RAIN BIRD 33 DNP WITH PURPLE Z RUBBER CAP - SUPPLY ONE KEY - z �—ROUND PLASTIC VALVE BOX & PER 12 QCV'S INCLUDING HOSE Uj COVER ETCHED "IRRIGATION GATE" SWIVELS. STRUCTURE OR (CARSON OR EQUAL) z < HARDSCAPING FINISHED GRADE 1 10"ROUND PLASTIC 0 VALVE BOX W/BOLT FINISH GRADE - INSTALL IN DOWN LID,SEE LEGEND FINISH GRADE PLANTER BED ONLY 18" MAXIMUM BOX LID 2"ABOVE F.G. IN 7 SHRUB AREAS; 1/2"ABOVE F.G� IN TURF AREAS BALL VALVE 1 1/2" OR SMALLER WITH I FE-1 I 1=1 I I IEl I F :RFLY VALVE WITH LATCH NUT AND INDEX RESILIENT WEDGE - 2" OR LARGER WITH GATE VALVE 2" OPERATING NUT EPDXY COATED STAINLESS STEEL HANDLE PLATE,SEE LEGEND I I I IIF FOR CITY USE ONLY SCH 40 BRASS NIPPLE 12" :i REVISIONS SCH 40 BRASS 9(P ELL VALVE DATE DESCRIPTION APPROVED INITIAL DATE 6"PVC CL, 160 PIPE, 00 RES TITLE: SCH 40 BRASS 900 STREET EL STAINLESS STEEL V_ Ub e STREET 0*00�1 00,96 LENGTH AS REQUIRED I le, SCH 40 BRASS NIPPLE SCREW CLAMP if El I 1=1 I F I IE�l WATER/SEWER MINIMUM (3) PLACES - 6 24" LONG 41i)o I UNDISTURBED OR 3" 3" 11 GRO/DRAIN 04 i)006�4 IRRIGATION 040 04) 0 11 NATIVE SOIL 140- 24953 TRAFFIC 00 SCH 80 PVC 90* STREET ELL 4 REBAR STAKE Exp 01� FINAL CHECK f24" LONG) RED BRICK,THREE E D E T A I LE)" R/W REQ.ON ROUND BOX 041;a C/VIL- cp c DI AS CONST, ll": CALlf ONE CUBIC FOOT PEA GRAVEL z El I 1=1 I F THESE PLANS WERE PREPARED BY: FOR PRIVATE USE M I lz=l REVISIONS cit 0-0-0 DATE C5 .16% CAPe 0�07_ 0 0 0 0 IRRIGATION MAINLINE INITIAL DATE ec c 6 -Ij 1c:1, I O!t 0 )qkol P, lEd I lEl 00.0 11 1HEI I F Z40� —1 \\WU L/ L)VOW IWU DRAWN TO . VE I IE CHECKED T11 INSTALL FLANGE ADAPTERS IE 3 AGGREGATE BASE LICENSE NUMBER FILE Renew I Date U P PE INTO BELLED ENDS PRESSURE SUPPLY Ln NOTES: LINE FITTING 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Dote 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. OF C PRESSURE SUPPLY LINE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. CITY OF RANCHO CUCAMONGA LEEMCO LB SERIES HARCO 150 L.B. FLANGE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. PROJECT NAME CENTRALPARK PIPE TO PIPE RESTRAINT X GASKETED BELL ADAPTER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 ONE EACH SIDE OF VALVE ONE EACH SIDE OF VALVE 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 11200 BASE LINE ROAD VALVE NUMBER. SHEET TITLE DRAWN BY: CEH 0) I CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA Sweeney & Associates, Inc. eeM7�5zl C 1 4 04 CHECKED BY: LM APPROVED BYj I IrrIlIc�n Doolon & f,�cjnsultlno STANDARD PLAN %LW APPROVED BYi STANDARD PLAN A QUICK COUPLING VALVE WITH METAL VALVE 'es. 0 l'? 99 "'o- 1p/ W STAKE — FOR NON—TURF AREAS W 0 cn 535 3 or smaller DATE: 07-21-03 A-- — — cn 518 38730 Sky Canyon Drive, Suits C CIT W ENGINEER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF1 Murrieta, CA 92663 DATE COIMU ITY SERVICE DIRECTOR R.C.E ___24953 W R.C.E. 3 R 2495 Ph.ON-461-6830 Fax 909-461-8850 ce APPROVED SHEET: E-malb lsweeneyloearthlink.net &D SHEET OF��*?± A SCALIZ_ SCALE SCALE DRAWING OF L41 I I Mir --l", NO� L K (DI 'U' I Ke(j0.ffi.%0 00'N 'U' PLING' VALVE N.T.S. i BU I TERFLT VALVE N.T.S. I U00"A T'10:'m 'IV'A L TV'E N.T.S. DAT RCE NO., OY'ENGINEER WIF PF j L�� BLU L -T-9-w -T-rqm '11" STRONG BOX MODEL NO: TO SPRINKLER ANGLE PIPE TO 44 STAND ALONE CONTROLLER WITH ANTENNA [--w- 2 4 0,00 SB-24 DCR WITH PEDESTAL SPECIFIED DEPTH WITH 45* ELLS LIN I PAL ANT 1 ANTENNA PORT w, NO. PED-24 DCR SCH 40 PVC MALE ADAPTOR _0 EPDXY FILLED LOCATED ELECTRIC METER PER SCE H C NO "SNAP-TITE" WATERPROOF ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR OUTSIDE OF BOX. COAXIAL CABLE BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING; INSTALLAT`ION/LOCATION ELECTRIC CONTROL VALVE PER CITY AND CALSENSE (n z 0 3:: FINISH GRADE REPRESENTATIVE. NOTE: w :� woolk PLASTIC VALVE BOX CALSENSE CONTROLLER ENCLOSURE TO BE GROUNDED PER X M 6" MIN. LOCAL CODE. GROUND ROD TO BE MARKED "IRRIGATION RCV" MODEL NO. PER PLANS INSTALLED INSIDE ENCLOSURE. ON z (CARSON OR EQUAL) -18" MAX. CONTROLLER SIDE. z - AT GRADE IN LAWN AREAS 48 ETCHED WITH CONTROLLER I C-4 < AND VALVE SEQUENCE cr_ z L 16 qb,. P-A, 120 VOLT DUPLEX CALSENSE HARNESS 6" MIN. FINISH GRADE I V. I V..q FINISH OUTLET (GFCI) 3'-6" X 3'-6" X 6" CONCRETE L GRADE FOOTING INSTALL A MINIMUM OF JIDDA R IK TERMINAL STRIPS TO 3" ABOVE GRADE AND SLOPE TOP MATCH CONTROLLER MIN. TO DRAIN AT A MINIMUM OF 2%. SIZE. ATTACH IRRIGATION SIDEWALK COUPLING VALVE T REMOTE PIGTAIL. MFG. MOISTURE WITH PURPLE PER PLANS SENSOR RUBBER CAP WHERE STAINLESS STEEL 00 REQUIRED SCREW CLAMP FIELD WIRES FE1 I 1=1 I 1E I 1= I Ill :1 -1 COMMON WIRE/CONTROL WIRES IN 3" SCH.40 PVC CONDUIT. MINIMUM (3) PLACES I I P;: PIG TAIL EXPANSION LOOP (MIN. 24" LONG) z IT = - :2 3/4- WASHED 120 VOLT WIRE IN RIGID STEE BRASS ANGLE 2 CRUSHED CONDUIT (PER LOCAL CODE) Z900 SWEEP ELL FLOW DO ON POWER SIDE VALVE W/UNION AGGREGATE BASE (TYP.) MEN 00 312 ENCLOSURE MOUNT 3/4" WASHED 2 0 0. CRUSHED AGGREGATE SCH 40 BRASS NIPPLE NOTES: HEAVY DUTY WEATHER RESISTANT 5. PHOTO ELECTRIC SWITCH FOR SECURITY SCH 40 BRASS NIPPLE RM DESIGN GROUP INC. 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL LIGHT CONTROL AS REQUIRED PER 24" LONG SCH 80 PVC NIPPLE CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PLANS. 31591 CAMINO CAPISTRANO PRIOR TO CONSTRUCTION. CONTROL & COMMON WIRES SAN JUAN CAPISTRANO,CA 92675 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN 36// 949-493-2600 FAX 949-493-2690 SEQUENCE OF REMOTE CONTROL VALVES. CALSENSE CONTROLLER MODEL NO. SECURITY LIGHT PER PLANS. r------- TIMER AS REQUIRED SCH 40 BRASS 9CP ELL 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH REFER TO CONTROLLER PER PLANS. CONSULTANT: INSTALLATION STD. BRASS NIPP SCH 80 PVC 900 BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE FINISH . 6 1 . STREET ELL �'��_SCH 40 BRASS 900 WIRE AT THE ENCLOSURE. LE 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. MULTI - CONTROLLER SCH 40 PVC SXSXT TEE 2" SCH 40 CONDUIT GRADE COMMUNICATION CONDUIT \-PRESSURE SUPPLY LINE STREET ELL 04 PRESSURE SUPPLY 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE FOR SECURITY LIGHT 8" AS REQUIRED PER 0 LINE FITTING CONTROL VALVES. WIRING. MIN. 12 PLAN SPECS. NOTES: 1 4 REBAR STAKE 2 0 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. t24" LONG) PRESSURE SUPPLY LINE 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO :f IJ to LO AA 1= (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 2" SCH 40 CONDUIT to 0) FOR PHONE MODEM 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SYSTEM PRIOR TO ACCEPTANCE. I--TI-1 I 1--if 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. C14 HOOK-UP. !Z-1 I r 04 C.'4 1 Ill- 1 5. ATTAC H PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND NOTE: 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 0 1 - VALVE NUMBER. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CD 0) CD I %Ij CITY OF RANCHO CUCAMONGA, CALIFORNIA %1.; %_j CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA cq CITY OF RANCHO CUCAMONGA, CALIFORNIA cq cq r.,APPROVED BYi STANDARD PLAN I APPROVED BYj STANDARD PLAN APPROVED BYi STANDARD PLAN REMOTE CONTROL VALVE WITH APPROVED BY, STANDARD PLAN CONTROLLER ASSEMBLY CONTROLLER ENCLOSURE QUICK COUPLING VALVE SUB CONSULTANT: w INSTALLATION - TYPE A 524 w w SHUT-OFF VALVE & UNION 520 w V) TYPE B 523 Zn 536 W CITY ENGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER MIR.C.E. 24953 SHEET I OF 1 DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET1 OF 1 MIR.C.E. 24953 SHEET I OF I R.C.E. DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I 0: R.C.E. 24953 wl wl SCALE 0-%te.N 1, 1 SCALE SCALE A SCALE oil T K L L E R% A S E M LY' N.T.S. N IT R 0 L L E R rE NO %o OL%f,D S Ul R E N.T.S. M R E M "'ON T E (0.".'o`0"N Nk 'T R(,DN L 'V A L V E N.T.S. Q Um I (0.2.ft "No' (.w.% sum ur"L I NO (.`714" vALVE N.T.S. HARDSCAPING(SEE NOTE 4) LOW VOLTAGE WIRES, 3 MAXIMUM 4v. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CONCRETE THRUST MIN., BLOCK,TYPICAL CLOSE TUBE LID AFTER WIRE Uj IS INSERTED INTO TUBE Uj 0 Z Z MAINLINE PIPE _d I L OIL 11L Ld z (n Lu T CLEAN BACKFILL SEE CLEAN BACKFILL SEE POLY TUBE PRE-FILLED WITH SPECS. FOR MATERIAL. SPECS. FOR MATERIAL. UNDISTURBED SOIL MIN 90% COMPACTION REQUIRED 90% COMPACTION REQUIRED ry WATERPROOF GEL NON ommum . ..... ej a-'17 LOCK TABS PREVENT WIRE REMOVAL 04 45 DEGREE ELL 90 DEGREE ELL I I PROVIDE 6- MIN. OF SAND NON-PRESSURE LATERAL LINE: z ONCE CONNECTOR IS INSERTED BEDDING AND SHADDING SCH. 40 SNAKE PIPE IN TRENCH 010m% . . . . . . . . . . . . . . . . . . . I . �_o I *X- 111, . . . . . . . . . . . . . . . . . . . SCOTCHLOK ELECTRICAL SPRING THRUST BLOCKS TO BE CONCRETE THRUST . . . . . . . . . . . . . . . . . . . . . . . . . UME! CONNECTOR. WIRES SHALL BE . . . . . . . . . . . ... PRESSURE SUPPLY LINE: 1 CUBIC FT OF CONCRETE BLOCK,TYPICAL PRE-STRIPPED OF 1/2"OF THE . . . . . . . . SCH. 40/CL. 315 SNAKE . . . . . . . . . . . . . . . . PIPE IN TRENCH :D INSULATION PRIOR TO INSERTION CONTROL WIRE SLEEVE %%wool z 444, THRUST BLOCKS TO BE MAINLINE PIPE INTO THE CONNECTIOR. TWIST SIZE PER PLAN INSTALL Ir I#E I 69 - - , I , , "40�, . . - - USED FOR 3" PLASTIC PIPE CONNECTOR ONTO WIRES TO I . . . . . ADJACENT TO PRESSURE I . . . . . . . . I I El SUPPLY LINE �_i;_CONTROL WIRES - BUNDLE U SEAT FIRMLY. . . . . . . . AND TAPE AT 15' O.C. AND . .. . . . . . . . . . . . INSTALL ADJACENT TO < PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE SCOTCHLOK CONNECTOR AND WIRES WRAP PLASTIC FITTINGS If .04 ---1 1 1*' , -171- UNDISTURBED SOIL INSERTED INTO TUBE UNTIL THE SLEEVE - SIZE TWICE 1-11 F ff 111 USING BLACK PIPE TAPE ej - CONNECTOR PASSES LOCK TABS .1 1 1_1 - - %14,mmo) %lomi 9 -11 1 DIAMETER OF PRESSURE PROVIDE 6" MIN. OF SAND P SUPPLY LINE 6 TYF. BEDDING AND SHADDING ALL CONCRETE TO BE NOTE: 6 TY, . ki PORTLAND CEMENT 420-C-2000 TEE WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. NON-PRESSURE LATERAL z 0 LINE SLEEVE - SIZE TWICE 0 fn KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A NOTES: DIAMETER OF NON-PRESSURE SECTION VIEW-N.T.S. WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE Z NOTE: DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90* CHANGES IN DIRECTION. WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3" AND LARGER 24" MIN. DEPTH STD. NO. 120 (24" MIN. TO 36- MAX DEPTH TO TOP OF PIPE BELOW SECTION VIEW-N.T.S. 7 STRUCTURAL SECTION). 7 0 Uj CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 04 to APPROVED BYi STANDARDPLAN (0 APPROVED BYi STANDARD PLAN MENEM& ,a cl TYPICAL SLEEVING TYPICAL TRENCHING w w 533 (n 532 WICITY ENGINEER DATE1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LU X R.C.E. 24953 SHEET I OF I W-11R.C.E. SHEET I OF 1 __24953 a B >_ r% SCALE rm% SCALE A0111% SCALE r% SCALE oil T KU S T [B" L 00"" KF S% N.T.S. K WIRI% E N.T.S. TIT I (ZoA L $`50% L E E`VF I N.T.S. r T'%YAF P%I (C"'A L T R E NO N.T.S. 0 Z. LU "SNAP-TITE" WATERPROOF z CONNECTOR OR EQUAL WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE IRRIGATION MAINLINE, BELL AND BUNDLE 6" ABOVE GRADE) GASKET TYPE PIPE,SEE LEGEND SPLICE BOX COVER WITH FOR SPECIFICATION. COUPLING SHOWN LOCKING TOP ETCHED "S.B." I NOTE: LEEMCO 1 CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. DUCTILE IRON AT GRADE IN LAWN AREAS 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA 3" IN PLANTER BEDS PUSH-ON FITTING WHERE POSSIBLE. (TEE,90 ELL OR 45 ELL) 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT FOR CITY USE ONLY REVISIONS COLLAPSE AND DEFORMATION OF VALVE BOXES. LEEMCO LH-SERIES DATE----- DESCRIPTION APPROVED INITIAL DATE JOINT RESTRAINT \\4k ESSIn TITLE: 14"X1 9"RECTANGULAR VALVE BOX TYP.- PIPE INTO FITTING V STREET QUICK COUPLING VALVE BOX,TYP. 12" X 18" GREEN PLASTIC METER % ER/SEWER BOX. CARSON OR EQUAL LEEMCO LB-SERIES GRO/DRAIIN R No. 24953 IRRIGATION 00 JOINT RESTRAINT TRAFFIC 0 0 i2,17)los, FINAL CHECK ETA I LS SECTION VIEW-N.T.S. Exp------- R/W D CIVI AS CONST. USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE CA USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE USE LB SERIES RESTRAINTS FOR BELL AND GASKET JOINTS THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE CA 0 0 0 0 USE LH SERIES RESTRAINTS FOR PVC PIPE TO LEEMCO FITTINGS DRAWN j\NG Ll INCLUDING 45 ELLS,90 ELLS, MAINLINE TEES,AND VALVE STUB OUTS 'Y 24 VOLT WIRES. TAPED AND USE TWO LH SERIES RESTRAINTS AND TWO TIE-BARS FOR PUSH ON CHECKED cn��k BUNDLED AT 15 FT. INTERVALS NAME DATE 1% Zianctu e CLI 12' 12' 12" GATE VALVES, SEE LEEMCO RECOMMENDATIONS 4X d13_1 05 J* I* 1* #4 J* .0* 2 CU. FT. PEA GRAVEL LICENSE NUMBER FILE ene rDate CU USE TWO LMJ SERIES RESTRAINTS(CONSISITING OF ONE LH SERIES Date RESTRAINT AND TWO MJ-LK LINKS)FOR FLANGED GATE VALVES CITY OF RANCHO CUCAMONGA OF CN0 USE TWO LMJ SERIES RESTRAINTS(CONSISITING OF ONE LH SERIES RESTRAINT AND TWO MJ-LK LINKS)FOR FLANGED BUTTERFLY VALVES PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER C14 SIZE OF RESTRAINT TO 13E AS PER PIPE AND FITTING USED 11200 BASE LINE ROAD I SHEET TITLE DRAWN BY: CEH cq CD I CITY OF RANCHO CUCAMONGA, CALIFORNIA Sweeney & Associates, Inc. CHECKED BY: LM I Irril2attlan Debsign & C�;cmaultlng 0)APPROVED BYi STANDARD PLAN AP VED 24 VOLT SPLICE BOX w 1110, DATE: 07-21-03 In 540 38730 Sky Canyon Drive, Suite C 10 27, z 15 WiCITY ENGINEER DATE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Murriets, CA 92563 DATE Co-m-MUNITY STRVICE DIRECTOR w R.C.E. 24953 SHEET1 OF I -A Ce"Ifled Pk 909-481-6830 Fax.909-461-6860 APPROVED SHEET: E-mail,lsweensyloearthlink.not &D 10 SHEET DRAWING SCALE A SCALE SCALE kj;,Clva-,� NO. L46 n r_ RCE NO. tZ?'f ENGINEER V %VALVE GNROUPIN' " (.3" U 24 'V'O� LT zS% wPT1 (0,".,E BOX N.T.S. T Pq k I P rE 0 R ir m:mo SO4-7 R A I N IT%%*0 3 N.T.S. 7P/ X�- 8 �M�:fl PF SHRLB LEGEND 0) 4,� �)- �& I I III I BOTANICAL NAME k.�ENTRAL COMMONNAME SIZE OTY REMARKS NN WOOLLY YARROW 5 GAL. 189 S-1 ACHILLEA TOMENTOSA 27-0" O.C. dump S-2 ALOE ST121ATA HYBI21D 2'-0" O.C. CORAL ALOE I GAL. 80 MATCHLINE SEE SHEET L5.4 AL -GELI1 4'-0" O-C- 'REEF. , YOGNE HUE S-3 L BLUE HIBISCUS I GAL. 42 wo M7 S-4 BUDDLIEA DAVIDII 'PINK CHARMING' ESCALLONIA EXONIENSIS BUTTE12FLY BUSH VA121ETY S-41 NCN I GAL. 74 4'-0" 1 GAL. 25 )E %S3-5 BUXUS MICROPHYLLA JAPONICA I GAL. 455 3 F-O. O.C. A R K JAPANESE BOXWOOD RANCHO CUCAMONGA VINE LEGEND CISTUS X PU12PU12EA S-6 31-0" O.C. ORCHID ROCKROSE I GAL. 109 BOTANICAL NAME -MARKS COMMON NAME SIZE OTY PIE S-7 CUPHEA HYSSOPIFOLIA I GAL. I'-6" O.C. V-1 PA12THENOCISSUS T121CUSPIDATA FALSE HF-ATHE12 507 BOSTON IVY I GAL. 67 WISTERIA SINENSIS p PHO12MIUM TENAX 'DUET' I GAL. 906 2'-0" O.C. V-2 U S-8 NCN CHINESE WISTERIA 5 GAL. 26 AT THE BASE OF ESCALLONIANEWPOPT DWARF' 120SA X "CL. C12IMSON PILLAR" I GAL. 3'-O" O.C. V-3 S-9 NCN I GAL. 80 EACH DATE PALM NCN 60 FESTUCA OVINA 'GLAUCA' 11-01, O.C. RM DESIGN GROUP INC. LLL BID ALT.( A6 UPSIZE I GALLON TO 5 GALLON SHRUBS. Ll I I--] SIO BLUE FESCUE I GAL. 711 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 GREWIA CAF12A 3'-0" O.C. 949-493-2600 FAX 949-493-2690 S-11 I GAL, 91 LAVENDF-12 STA12FLOWE12 WWW.RJMDESIGNGROUP.COM FOR COU12TYARD AREA, REFER TO SHEET L5.9 HEME120CALLIS HY6121D I GAL. 7-O" O.C. CONSULTANT: -12 S -12GREEN DAYLILY EVE 604 12ED FLOWEIZ NOTES -12VI12ENS ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. S-13 HELICTOTRICHON SEMPE I GAL. 2'-O" O.C. 90 7 BLUE OAT G12ASS (D F012 PLANTING INSTALLATION NOTES � DETAIL SEE SHEET HEME120CALLIS HYBRID I GAL. 2'-0" O.C. -14 -12GREEN DAYLILY ALL T12EES Al2E TO HAVE STANDA12D FORM AND MATCHED SIZE/BRAINCHING EVE 764 012ANGE FLOWER CHARACTERISTICS PER SPECIES. z z ENSIS 'GOLD COAST' 1'144 z z z JUNIPERUS CHINE 2'-0" O.C. z z z S-15 I GAL. THE QUANTITIES SHOWN Al2E F012 REFERENCE AND BID COMPA121SON PU12POSE -7 -7 NCIN 510 ONLY. CONT12ACTOR IS RESPONSIBLE F012 CONDUCTING HIS OWN Al2EA N TAKE-OFFS AND UNITS COUNTS. S-16 LANTANA MONTEVIDENSIS I GAL. 4'-0" O.C. 0 TRAILING LANTANA 90 7 -IVE A 3" LAYE12 OF ALL SH12UB Al2EAS (EXCEPT HYDROSEED AREAS) SHALL RECE BA12K MULCH'SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. LAVENDULA DENTATA SUB CONSULTANT: S-17 F12ENCH LAVENDER I GAL. 349 31-O" O.C. FOR COURTYARD AREA, 1200T BARRIER AS LABELED ON PLAN: ' RE RE ER TO SHEET L5.10 323 -SENTS INNER OUTE12 VENT SURROUND ROOT BA12PIEERS BY VILLA /7�\ LIGUSTRUM JAPONICUM I GAL. 2'-6" O.C. -37 *1 REPREE JAPANESE P121VET 880 PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PE12 LANDSCAPE CUP12ENT MANUFACTURE12PS SPECIFICATIONS. y y y y LIPIOPE SPICATA 'SILVER DRAGON' (TOTAL - 861200T BARRIERS) 11-0" O.C. �, )� S-19 I GAL. SINGLE PIECE 18" X 70" F012 15 GAL. Y,y I Y,Y-1 LILY TURF 891 PIECE 18* X 108m L L -22 SINGLE F012 24w BOX -L 12GONIUM PELTATA L x x SINGLE PIECE 18' X 1560 F012 360 BOX PIE A 11-6 O.C. x x IVY GERANIUM I GAL, 138 x - " ( 21 t 53 1 VNESA12E SHOWN OUTSIDE OF PLANTABLE Al2EAS FOR CLARITY ONLY. x AREAS. t-HU1<IV1IUIV1 I C=IN/-\A I UIVII I HUIVIM S-22 CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE 1\��2 -W ZEALAND FLAX I GAL. 2'-O" O.C. L S-21 DWARF NIE 35 X x xx '000� LOCATION OF AG120NOMIC SOIL TEST. A x x 45 ) PITTOSP012UM TOBIRA 'VA121EGATA' ( 124 )11 - Xxxx T T12EE FEEDER SYSTEM (82 TOTAL) S-22 NCN I GAL. 1852 4' 00 O.C. 115 X� -16 -8 x x S S % S-27 A 12EP12ESENTS W.A.N.E. 3000 17 UNIT TREE FEEDER SYSTEM BY WANE T12EE Lz SYSTEM a (813) 961-1060. INSTALL PE12 OU1212ENT MANUFACTURER'S x PHO12MIUM T. MORTICIA' -CIFICATIONS. (WWW.WANE3000.COM) S-23 I GAL. 131 31-00 O.C. SPE 361 NCN L x- -36 r94 78 xx p S-1 PHO12MIUM T. 'VA121EGATA' I GAL. 3'-O" O.C. p S-24 294 x NCN S-22 xxx FO �EFERENC' E ONLY, EXdP Fo Uj x -12INA' xx 12PAPPIOLERIS INDICA 'BALLE -6" O.C. 50 x IRRI ATION SLEEVING. 2' /' A S-25 INDIA HAWTHORNE I GAL. 133 +-- . 9 x �J ' S-22 S-23 I GAL. -2 S 6 INDIA HAWTH012NE 1155 Xx-x/ z 12HAPHIOLEPIS INDICADANCE12' x S-27 I GAL. 3' 011 O.C. x x INDIA HAWTHC*NE 219 S-37 x 0 X" 34 > WSW RO FLO121BUNDA 'MARMALADE SKIES' x x 0 0 S-28 I GAL. 3'-0" O.C. 63 A X X X X ��3�O Rod' Air L xx X^X x x x x 12 ROSA MEIDILAND 'BONICA' 'LU MEIDILAND ROSE * I GAL. 3'-O" O.C. Uj Z. 45 32 Sikh, 44 (349'� S-13 -IDILAND 'CHERRY MEIDILAND' 138 1��37 S-30 ROSA ME I GAL. 3'-0" O.C. ovoo ow ii� MEIDILAND ROSE 0 x 34 6 x -=I- 24 x X >z< XX X x X x< >z< >X x < x S-31 MEIDILAND ROSE L x x ROSA MEIDILAND 'COPAL MEIDILAND' r45 L x 68 S-5 I GAL. 2047 3'-O" O.C. L 'x AV �16 x X, A n 12 120SA MEIDILAND 'PINK MEIDILAND' - I GAL. -0" O.C. da p I 1 3' S-:32 MIEIDILANID ROSE 43 S-3" /"21 32 x x S-29 ROSA MEIDILAND 'SEVILLANA' z \t22 oe� 31-000-0. S-33 I GAL. o.. x 47 128 ROSEMARY x x 0 ff lk L- x ROSMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' 3-'Ow O.C. L 45')1 z 0 S-34 0'-''-`�I"'f i z 0,00107-0, 1 : , I - ROSEMARY I GAL. 252 x x L x K XX U;2 x Z Z z)11 z xx "r + z S )Z�z x X XX XX XX XX Z SANTOLINA CHAMAECYPA12ISSUS W 0 L x 518 XX XX XX S-35 I GAL. 3-101, O.C. z XX xx,XX XX XX XX XX XX XX XX xx xx"e z LAVENDE12 COTTON 163 L 5:3 5 XX XX XX XX>'$XX XX XX XX z z �15 X z x<z x<x<x<z Z)�5 x XX z z 2 0 x x x x x z z z xxxxxxxxxxx TULBAGHIA VIOLACEA -12 -2 zzzzzzzzzz 1-6" O.C. LLJ S S 2 z z z x x x x x -36 S 00 X�,xlx x x x SOCIETY GARLIC 360 U. z z z z z z It z z z z 45 'N I GAL. z z z- z z z 124 /323 z z z I PACHELOSPERMUM,JASMINOIDES �22 1-6" O.C. z z zz z z z-- S-37 S-8 z z z z z z z z z STAR JASMINE , I GAL. 12026 z z �z z z z z z z \woof LU 7 z z z �z z z z z z z z z It VIBURNUM TINUS 'DWARF' p p z z z z z z z z z z z z z "z 31-00 O.C. z z Z, z z z z z z z z z z S-38 LAU121STINUS S 4 v I GAL. 18 z z z z z z z z z z z Z" z- -'Z DENIA J. 'KLEIM'S HARDY' z z z z z z z z z z z GAP 2'-6" O.C. z z z z z z z Z-�' z z z z -39 S 50 z z z z z z z Z�' z z z NCN I GAL. 75 z z z z z z z z z Z Z Z Z Z Z Z z 0 CAM ELLIA HIEMALIS 'SHISHI-GASH112A' z z z z z z z \v-, r 4 z z z z z 2 S-40 NCN I GAL. 12 z z Z, z z z z z z z z z A 14 Z Z 2- SOUTHERN PACJ90 RAL120AD , z z LU -8 -z z I I I I s Z 4 94 )1 7 2:3 J 44 372 -2 S 2 0 10 20 40 0 CD U + SAStUNE RD.1 7- 103 1 7— KEYMAP -24 IN PLAZA S-37 AREA" ONLY 10 FOR CITY USE ONLY REVISIONS -4 14 IN PLAZA DATE DESCRIPTION APPROVED INITIAL DATE STREET � v 3 TITLE: 44 AREA ONLY 198 S-7 GRO/DRAIN 63 1) 1--1----- 1 1-1 1< I mom TRAFFIC SHRUB PLANTING -2 1< FINAL CHECK PLAN R/W X 0 AS CONST. n -3 FOR PRIVATE USE THESE PLANS WERE PREPARED BY: REVISIONS DATE' \�.�jAD S CA P INITIAL DATE m a a "a m \,NIG L/ _7777, m a DRAWN co- CHECKED LIMIT OF' VVOPK NAME DATE Signature ure 2005 5/31/200 LICENSE NUMBER FILE Renewal Dat Date CITY OF RANCHO CUCAMONGA OF CAO�'� 0 PROJECT NAME CENTRALPARK Ssl -70 BASE LINE ,POAD 0 SE SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290 11200 BASE LINE ROAD 7D +o7i 0 SHEET TITLE DRAWN BY: CEH ----------- cc 5T+ No. 24953 106own 5 49 +00 CHECKED BY: LM 4 F+70 APPRO Exp DATE: 07-21-03 CIVI 701e; OF C DATE COMMUNITY*RVICE DIRECTOR APPROVED SHEET: SHEET OF DRAWING OF L5, 1 NO. DA�TE RCE NO. L4Y LENGI(NEER . . . . I . . � I I I � � I - � I � I - I I I . I � I . I I I � I I I I I I f � I I I � i � � � - . 1 4 � m I I I I - I \001, " �-4. __ \'IS"/ I \ I,--,- I ,\/ I I iffiil� ! \ I SHMB LEGEND le" . . 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I 1,I I-- I I. I / I ff It loommI I to 4� 1 1, I I I � 1 14 � I I � 5 a I 1, I . ,.011� I I I \ � 11 I -160 .j I I P; I - - � qqw "I '%IMIIIIIIIIIIIIIIII� -00000 IL � I I I "I "I in �I / 4q% wft- I 5 CA I I I I ,� 11 I I- IIIIIIIIIIIIIIIIIII, I \ I 1, 9 % _lq%_ 1 4mv Em I I I I I I I � "I-I \ .. z ' IL I I � I I -.do mi IL -1 I 1 2 114 1 � 11 _d< z fe 4� � 1, - -- -1 I 11 � \ � -I lwaor .MA*ow I I // � -22 1 1 1 1 ... I 11 -1- I I I I- 1,-"I 1- %%� I 1-1/ , +_++F*-fi- +F I � I � I .j - -"- I I � I � - 1, �1, _+ � - � I -q , I � I ff 1 &410% . I - "� � , _� I "I _'*� * I I � - E IN 4: omp , 11 -11111 mmm"I �: & qr 4� 1 1 11, +_* ", , , S � I ''Ill 11-1 I � - "I I" - .. I (/] I I 1� I _+ +F -,--�,_ I I - a I , � 1 6IIi - I I 1 26 1, ''I, I I I 0 ,a � 1� �l ___N I -1 I .I V/ ,Illlilllllll,O/ I , I - I _+ � \ 1 �40) 1� � �l , ,_1 �_ I I 1% I W I - I I .. I (D k4mo t�_ "I, �11 1�- 1 . I _j 4� 1 z - 1--1 I'll, "I I I s- I _H_ / I o �--_ I PHO12MIUM T. 'VARIEGATA' / 30 � 1% mmummow I lk ". -1\1,/ S-24 * I GAL. 294 31-06 O.C. \ � x -/ 1 44- � I AV AV=%k a I re `2 "I -;7/�- NON �.I / \t22) I A � / I .. 4+- / I f '% 140to/ 4E � -I - mi � I : 11, .."o � �l / Z=IIIIIIIIIIi �j I I ,_� I 11 I I / _+4 1 4+ 1 40 AL II-IIIIIIIIIII� "I RHAPHIOLEPIS INDICA 'BALLERINA' 2'-6" O.C. I I ,_I Aool"ft-441 I / -* � � I AOI I I f /� S-25 * I GAL. I I I I I � a �4 �111 V,�) . INDIA HAWTHORNE 133 1 --+-*-I+-+*-++i--+-+-+ 11 ( 45 )Ii I'- __ � I ( 7 1 1 1 1 11 0 = Li I 11 9 lk mmmmmw _+ _R_ 4 ,� 11 I - -�1_1� - I I 11 "I �l -PIS INDICA 'CLARA' \ * � "� - -1, -_ ., I I 11 I- S-37 �.I � - I I u I, S-26 RHAPIOLE * I GAL. 1155 , 31-01, O.C. �"_ �S-:31) 11 ly -1-1,I �_, -11, -,- I I - �,� _ 1�1� - -1111"--, I ''I 11 �'l �mm) Z. E-I ;� (3 INDIA HAWTHORNE I, I-,---, � / 11 "I",I 1, -, -, I. / AI I-I I� Emmomw -do ,: I "I I II I , " �l, -11 I Z. <� , I I I - I- I ..d. 11, I� ,1, I - I 1-1, m �, RHAPHIOLEPIS INDICA 'DANCER' I 11 I- "' '\ � At� 12 __ I � I 1--, -11 - � * I GAL. 31-01, O.C. ; '% - , , 11 "I I -.900 = ', S-27 �_ ''I, I -,-- o' -2 1 1:;_92 � 1-1- I oI IIIIIIIIIIIII (D INDIA HAWTHORNE 219 N - I - Z) - I 11--, ''I I I I � De I : -11 I I I 1-1111 \ 11 -+-fi--+-Ii- � 6 "oI / I- I 4q% 1 X � �, .- , 1 3 , .- - , __ , �_, I I I + * I � -++- -H- +-� I �+ I � I -S;� I GAL. , - _' 1-1-1 - * ;�4 8�8 I-i-'- -1 - ( 26 V �- - I -w -+ +--'--*-"-+� 4i- 11", I r It uj 1 -28 120SA FLORIBUNDA 'MARMALADE SKIE 31-0110.0. 1 H_ 1 -5/ /%4'44�-14_4�41 *4+ 1 1-111-1 I I 'A S ROSE 63 -+F� / / I 1_ +� : + 4+ - S-37 I -fi- +F +- ii- : �- N 4�/ I 1 S-31 1 1� 11 l*j u. �-- ,.��/ + _* _+ -i+ - ---t-. � � - - I/ ,/ I'll, loow"_%� 'I', �_ mmmmmmft� Owl#& q - I _� I 7 - I - I ."k t��.- 1% 9 'I � , I I I , I I 11 � A I� 120SA MEIDILAND 'BONICA' 1� \\ I I I/1-y I- -11-1-1 - 1 I / ( 20 ' _", 1 S-29 * I GAL 31 on O.C. __ 1 � Z, - - I 11 - I I �t�+11,+:+,�+ � I , MEIDILAND 120SE 32 - I 4L � 29 - I I / 1, . til., ,,, k, mi �oj .... � "y I - I 1, , I'll kl � , �._ , f 1'� I I � I ilm I,1,''I I A - I __11''I I I , _++_--i+-_++ I I \ I r I .Q.0'.0.0 a 1'�. -22) -I- . _+ \ �< 0 5 ff % " I , , 1pv I -11, (A _-, I ' ' I I I',- %_ � 11 ,%�� v I �l 11 I I I Lr ' %%IIIIIIIIIIIIIIIIIIII" k%,) - ,. I- /f I / I I ,_ lib.2495 1 3 i5 S-30 120SA MEIDILAND 'CHERRY MEIDILAND' * I GAL. 31-0" O.C. - "� _* 4,,, ,-,-,S �� 1 4 >_ u.j MEIDILAND ROSE 34 + � �, , ��?l �l / � I - I "I - I - I . - , - � I %� I 1-1 * 4+ :14�+� -, I�L I I � - I - 1-1 I �l 14 1 IF "" I i -I-- �l %, - 1 42 _____ - /44- 41- 4 ,I ommIIIIIIIIIIIIIIIIIIIIIIN I 1�_- 11-1 I , ^-1 A r- / Exp� 9 lk w � 1, ,1, _tt S-..-)/ 11 i �I �l I ,OWN � XX x< x< Z x< - \ I1, I I I t z �l �I 1. I I, " I I = _N �I I I I " , � - I I _`+ � J 0 1 z XX XX XX XX XX S-31 ROSA MEIDILAND 'CORAL MEIDILAND' * I GAL. 31,-011 O.C. +'_+'_+ � � MEIDILAND ROSE 2047 -..... I : 1� '�� -H I :v -111, S-37 ' N , I _____________ I- 1� 1, 11 -11 I 11 I %, � 11 I 1-1 �l "I 1� 0 � I t, 77 9�g 120SA MEIDILAND 'PINK MEIDILAND' * I GAL. 31-00 O.C. "I'll'', ,"', 11�I � I I "I I I �=- / I,I IF---- " S-32 . �l , "I I �11 / / woomm �000 MEIDILAND 120SE 43 . - I- I � / I I I'll JIIIIIIIIIII= � , ----------------- -11 I I I / I / I I �'�� // S-22 * I , 9 I Z. I , I � ITI ROSA MEIDILAND 'SEVILLANA' -111, I I I I I I-- / I 11,4+ 1 I-— ' 'I 11 - ""SOUTHERN PACF90 RAILROAD I I I I I '' I I ^^ 1, I \ �- - 11 111111-111-11 ,. I '�-1-11,1111-11, �,--,:,�,--"",�,:''�, ,:" 1.11 I' ll, i :"- - I * I GAL. 31-on O.C. I I " I __ -, - 1 -1, ' ' I I I I " , -111 .1 11 - I Lu I, / 11 I -, "I'll - 1111-- _� "", I I - , I 1� 111111 5-00 MOSEMA12Y 47 -I I I / 11 I -1, �, �: � :,1, klkmw � � I : - I � __ I -11,11-1-1 I I . / 1- -I 1� I I I : "I I - 111'' , . _ -, -11 I � I ; I'll I mmmmmmw , � - � 11 -,' A91 I 1, 11 I - 4+ 4+- 44- 4t- / _+ +I- I -1 I I I I :111:,''I 1 11 Idor (n I 1,- -, _+ * / �1- 4i- I = I I -11 I I - lle I 11 - � I , 11 ROSMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' I �_ � 4* 4*+ 41- I'll - 4+ � ++ 1, 11 I : I-"::,, , - --ti-'-+ * 4 - - ...I I I I � I 11 ,1 1 . I � I I I 1, I I S-34 ROSEMARY * I GAL. 252 3'-'Ow O.C. 1, -- I �+ -i+. * S-31 I'lt /4/+/_/+�/�x.... /_+4 Im � � ��_I+4 63 _+.+_+_+�+%_ / I r . 1, �l �l I I'll ''-, I 11"I 11,�1, , - A4IIIIIIIIIIIIIIIII� I I * _+l,_+ . 44- _+ I� +*+. * I" - � - I I '' I ,-, I _A I I I I � - 11 11 11 I-I'll, I 11 11 I -, -1-1-I --I'll I - _+ _+ _+ , 1 4+- 1 + _+ * +F .+ -1+ _+ �+ +F 4+ +� : �� I - I I ( ) I "I I-- I �__� , �, � I . 4i- ' kn / I - 11 4 � "I - -1-I I 11 I 1 4+ 44- 4 44- 44- 44- 4+ 4 4+- "4+..44-�.44-" -* _H_ 44- 4 _* _+ 11- � � � - - I � I � I XA\" '' 1 11 I I I I I � -1, _ - I --_ . . . O-oll%% S-31 - I I , \ I, - ''I' ll, / - . 1 1141 , 1 1 1 11 I -I-I-1 I I I I �1 1 "I �11,/ 7 11,,� � , � � I -, I I I I I I I I 1',\11 " . I I 11, " I I I I I I :� � , I � S-35 11 ___� ( 114 � 62 ?�,'��111�1. �' I SANTOLINA CHAMAECYPARISSUS * I GAL. 3-'O" O.C. 11 I I 1, /ool,�N I < � 2 LAVENDER COTTON 163 - _- I . � I "I . _� ,le� 1, �� 1�1 I 11 i I � -11 X ,� I - , � i - I I I I I . i � - I I De I : I 11 � I I i -11111-1111-1111-1 1-1-11111...... '-11-1 � I I I 1 -37 S-22 --I- A.-I I i � -:, I I I , I -----_, S 89 � 1 I � I I I : x "I�11 ,-I- --1,-1-I ll.-------- I ,- - I 11 i I I � I I � TULBAGWIA VIOLACEA 1-1--1 _-11111'' "I I 11 11 i I ll� I 1�'l I 1� ", I 1, I �l �, � : 1- 1 xxxx x x * I'-6" O.C. 11'', , -__-I'll �_", - 1 -----_, - I I- I �)i ---------- I E-I i I I " I 11 1:1� I - I I - I " I I x x x xxxx S-36 SOCIETY GA12LIC I GAL. 360 11- I ______�, - - - --- - I ,-- -2' 1 - ; I I ''11-11 '' Ill I I -1 1, I S .2, i I � I I 1-1 1, I I I ! - lx�4xi4x"xm - I I I I I � 11 I ''I I 11, I 11 I ''I -11, i � I I 1�1'1 I'll-, 11 1:111,1,1� I I I I I I 9 I ! . 11 11 ,11, I I I 11 1 2 - I I � � l ;_ I' ' : 1 1, I - I I I 11 I 11 I'll I - I '- I ---____-____ I I I I '' I , I , 1 , , ' ' I I : -1 11 I I I � 18 1 5 -- I - - , " , , , ''I - '' �',1 , '1� I � ' '" I , � -1 ''I 11 I __u.............................1111-1-11,-----�� I _'1111 11 "I W %� , _�:j ,' ,�, 11 I I 1 '� �_ I , � ,��'!l I � '' I : 11 "'Ill-, 11-1,11 I I -11 I I I I 11 � I I I , I I I 11 I -I BASr=Lie IM.1- , , :: ' i "I 1, NOTES I'll -1 11 on I -, 11, I I I _ -111, � I : i I TRACHELOSPERMUM JASMINOIDES * I'-6" O.C. 11 I I I I I �_,_ � � - _-l: I 'll I I I I I 1-I-1 - I ! - S-37 __111 .Oo"*4%, 11 1 \�.-�22 1 _01 ' 'I I ''I , 1 '� :' :� I - - I I - STA12 JASMINE I GAL. 12026 1 - I 11 I -1 12 1 11 40IIIIII 1 1 1 1 11 i 11 -,- I - . ''I I Q) ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. - I � - "" I- 1, I 1� I - -31 -1-1"1, I I I "'' I V) KEYMAP I � l____l I I 11 I I- I I I I s -1, "I " , I I , I I I " � 1 1- 1� 11-1-1- 11 I'll 1_1 11 , 1 -1 I 1, � I 1111- I I-I"I 1-11 I -I -111,11 -1 -, 11 1-11,11-111 1-1111--l'-11, 1-1,,,, ,I ----,111",-1111111-"I 11"- - - I- I -1 11 I I I S-38 VIBU12NUM TINUS 'DWARF' * 31-OR O.C. F012 PLANTING INSTALLATION NOTES E DETAIL SEE SWEET ?. I 1� I" - I 11, x , 27 - I - Im I � , I - - I", -- "I ''� w WS) i LAU121STINUS I GAL. 18 ''I -1- 0 1 ' 'I ''Ill, - ''I - I � _--l- ltvlft%� I I'll " I 11 I I "'' -I � I I I I'll -, m FOR CITY USE ONLY ; - -11- I'll ,,,, -31 1 _ - - ___., -1 � u PIA ALL T12EES Al2E TO HAVE STANDARD F012M AND MATCHED SIZE/BRANCHING I - 1 I '' I I I 1-1111 � s , 1-11-11' ' I w REVISIONS ____ i �, I - I __ --- "I - -111.111, 11-1-111 - I'll - "I'll"'-,1- -11-1, 111-1_11-1-1 --l .'"", ""11-1-1-11 ,.__, I'��ll,"-""�1/111--"-'�"-"- -111-1-1-11--11-1-1 1-1 I'', 11-11111-11-1111 1 - Ill, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM� � - -,,,,,,,,,,--,,- -1 I - 11 "I -11 � � -1111- 1111-1 11, � - " ''I'll'', - ' 'I I- con I . -1 11 11 -1 11 11 GA12DENIA J. 'KLEIM'S HARDY' S PE12 SPECIES. 1, -, 11 - ,'' � * 2'-6" O.C. I ''I ___ I I'll DATE DESCRIPTION APPROVED INITIAL DATE � "I I TITLE: I I @ -S-39 NON I GAL. 75 _______ - THE GUANTITIES SHOWN ARE FOR 12EFE12ENCE AND BID COMPA121SON PU12POSE I 111.1 " I I- I I �I I I- I'll I 'll, 11 I I 'll I' ll 1�I "I'll 11 _11" I I -11 -1 I- '' "I �I I - I'll,I I I I I'll I " 11 I I'll-, I 11 11 11 I I 11111-1-1 1-11-1- 11 I'll, ''I ''I'll" -1 I'll I I I I I I 11 I I 0 - - 10 -1-1''I'lio 11140- I -- w STRE -- I I�- I I'll, 1111111- ,,, -I - I I I,- " - I I I I - -'ll " I'll, ''I 'll, -,I I -111 � : CAMELLIA HIEMALIS 'SHISPI-GASH112A' 4 1-0" -, I Q ONLY. CONT12ACT012 IS 12ESPONSIBLE F012 CONDUCTING HIS OWN Al2EA I � - I I � 11 ''I -11 I I I I I'll-, 11 "I'll, _11 � "I, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '' � - I-, WATER/SEWER � ''I 0 S-40 NON * I GAL. 12 TAKE-OFFS AND UNITS COUNTS. -11 11, I -1 I I-�_l ' 'I'll, 1-11 , "I rz� I I - -1 I I I I I 11-1 -'I' ll'' 11 I 111- "I','"', 111-1 --- -l -, I- 11- 11, -11-1-1-1-11111111 I 11 I'' GRO/DRAIN � I I I -, I . � - � 11 11 I ''I 11 - - � - 11 I I I I -I - '' 111- "I 11, - I I "I 1-11-1 I ' ll ; 1 �-4 SHRUB PLANTING �I 11, "I I 11 -11", I I , TRAFFIC I - -,,- ' 'I I 11 I L 1001%tk I - I 11 I � � ''I -- I - I 11 , ' 'I I - 11 - I I - I 6=mmd i : - 11 11-1 I'll -I,-,--,' -" I 11 11 I I'll, 1-1111-11 11 I 111111- - - I I � I _, _ I .e---- ESCALLONIA EXONIENSIS ALL SH12UB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3" LAYE12 OF - '' I'll I ; -- I " " - I - -1111, I'll , I'll 11 I I � I 11-1.1- 11 I I ''I, � 11 11 - I 11 I'll 111- 11 -111 -11,11 I � "Ill �� FINAL CHECK � * 4'-O" I'll (.2) ' 'I'll, I , PLAN � S-41 74 . BARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SWEET. 1-11 - I "I'll '' I I 11 1- 1111-11 ," --1 "I ''I- I I I' ll I I - : I -11111 1-1 -11 -1 NON I GAL. I _11 I'll I I'll -11 - --ll , - I I I -11-11 - '', "I'll I I 11 I'll,-1 I I I -_ 11111_1 '� - 111-I 11 11 I ' 'I I'll , 11-111-1 1- (!)E --l'', lowl%� ''I -', -11 I I I 'll , ''I I ' ll I'll 11-11 I-I 11 I� 1,I-- 11, 11 I I I "I 11 I 11"11,"I I 11 "'I-_-"-, I I",-I'll -11 ' 'I'll" _:� 1111111_1 " I' ll '' I I --- I 11 I I I 11 ''I I'll, I I I I I 'll, "I, 1-111, I � "I I'll, '' I 11, �l "I I I - u - R/W 11 (.0 ROOT BARRIER AS LABELED ON PLAN: 11 11 - "Ill I � I I - 11 11 I - I I I 11 "I - I I 11 � I I I I I 11- I'll I I I I 11 1-1 I I - "_� ,'' -1 11 ''I'll" I I I 11 I -, 11 "I I "I'll ,- 11 - �["," [-.4 AS CONST. I'll - I - I ''I I ''I I " I - I I 11 11 � I I" I I I I - "Ill - I I I'll I I I I, 11 I '.1, - ...I � ",- - I I-I I�_11-11- -, 11111- 11 I 11 _ � 11 I I -11 I I I -11 11'' I 'll, I I 11,11, - I . I ,__:��-11-11-----, VINE LEGEND --- - OCT BA12PIE12S BY VILLA 11 I I � 1- 1 11 I I I I ' ' I'll, I v . I c I *1 12EP12ESENTS INNE12 OUTER VENT SU12ROUND 12 1 I 'll, ''I'' I I I - II,I I I I-- -,I-1-1-1111-_1-11- 11 --I'll ''I 11 I I ; I I - - 11 -I _1 I I I - 11 I I , 11 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS : I � 11 I I " DATE I I BOTANICAL NAME LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PE12 I I'll � 11 I I I 1-11 I I I I I I 11 � I 'll "I I - 11 I 11 _;� � CUR12ENT MANUFACTURER'S SPECIFICATIONS. I I � I- � 10 I � I I 11 I I'll 11 I ' 'I - � 11 I I'll I ' 'I I'll � "- 1� CAP,c ; COMMONNAME SIZE OTY REMA12KS '''' ,__ ,-- '' __1 -, ''I I 11 , 11 I I I k oi� � -1 - - � I - I I I I , 1-1 I'll , I - 11 ''I ' ll '' 11 I I 1-1 I "I � - _ 1-1 1-11 I 11-1111, "I I ''I I "I - 11 11 I 'll, I'll I � I � I I I-, I � I'll � 11 , I I I - = INITIAL DATE 1, ii, 1 � 11" (TOTAL = 861200T BARRIERS) 1-1 � "I 11 -11 - I � I ,. I- 11 11 I- I 1 I , 11: � -- I I'll - I_111- I I I I I 11 I I I- - - �1111 L/ 41?11'1 , � - I ' ' I I - I I'll I I I I 1,- I � � 11-I- ''I I 11 I'll I " I' ll I I I - 'I' ll I I - � -11 11111, I-— --l--1-�"I PA12THENOCISSUS TRICUSPIDATA --- 11 - 1, '' I I I I - I 1, � '' I I " '' I--,I b� DRAWN �_, � V-1 SINGLE PIECE l8v X 708 F012 15 GAL. 11 11 - I - '' I I I 11 I I I I _, - I I "Y - I'll ' 'I I I I I I I I I ' 'I I I 11 I I I - , I I zi� BOSTON IVY I GAL. 67 - 11 - - 1-1- 1 SINGLE PIECE 18" X 108" FOR 24m BOX I 11- 11 , I I " I --I' ll, '' I -11,11 -111, I' ll- ' 'I'll, I 1-11 - 1 I ' ' I 1-1 I I 11-1 I -1-11 I I 'll, -111, ' ' I I , 11 1 ,11, - ,,,,,,, ' 'I I I I I I I- -r-) - 11" I - "I � I I 'll MR -1 1,� - I , I I I I I 11 I I I I'll I I CHECKED cl I - _ _1 I I I I I I I I I ' ' I - I I 11 __I I "I' ll , -1 - 11, SINGLE PIECE 18! X 156" F012 36" BOX 11 I I I ' ll, 11 I I ' 'I 11 I I I I I I I I I I I "I I I I - I 11 I I I " I I A WISTE121A SINENSIS - " I' , ' "' , 11 I 11 I I - , I . , v 100 __j - V-2 ' 'I I I I I ''I - I 11-1 I' ll I -1 I ''I I ' 'I" -1 I'll. I - I "I 11 1� 11 I'll, 11 I I _111 I I I ' ll, I i� NAME DATE SignaFure I I I I _1l'_'l:,_ l l_ 11-1-11-1-11- A - 5 GAL. 26 1 ''I I— - I 1�;*N VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLARITY ONLY. 11, "I - 111 , 11 � I I 'I'll I I ' ll 11 I I I' ll 11 + _tx 5 31/2005 - * -1 �= '' I I Henewal Date m _ 11- I - I I LICENSE NU I I c.p = " - OF I I v ll;t. m 'A ROSA X "CL. CRIMSON PILLAR" AT THE BASE k"� CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. ,I 'll " .-- '' I I 11 I I '' I - MBER FILE -_ �11 �I IIIIIIIIIIIII I I - �� "I I ' 'I I I I - _ I I : V-3 EACH DATE PALM I I I 11 I 11 I I ' ll ''I' ll I I I 11 I 11 - 111 � A-\ ON I GAL. 80 1 1 I'll I - 1, 1, "I'll I I -1 I I'll ,,, I ''I ''I I I I 11 11 I m 'I'll ate � I I I I � ---------i LOCA71ON OF AG120NOMIC SOIL TEST. I- I I CITY OF RANCHO CUCAMONGA 0 IZJ ; 11,11, - 11 11 ' 'I " I - I 'll , I I I'll 1 - 11 I I I I �11 1, \,\� � ill---% 0 1 1, I l< F � I � ff % � I I I - - I' ll � I "I -_ c I I 1 _-l - 1001%, I 11 I I I I I ''I I I I I '' I, "I "I' ll I'll I I I '' I I 11 - - � � --� -_____ i <'f I I 1 . I I I � I I - I I ot, III � BID ALT. A6 ) * UPSIZE I GALLON TO 5 GALLON SHRUBS. �2) TREE FEEDER SYSTEM (82 TOTAL) 11 I 11 I I - - I I I I I I 11 ) PROJECT NAME CENTRALPARK 0 � I I I I � I11 I I � I 1 -7 1 - ''I - 1 I I lu J 7 IBN O.: 2 1 1-1 '' I I --l - - 111, I i I I I I \-./ 11 I- I'll *:3 12EPRESENTS W.A.N.E. 3000 12" UNIT T12EE FEEDER SYSTEM BY WANE T12EE - 11 I 11 I " I I I � -I 11 -I I � I - I I 11 ... I ''I ' 'I I 11, --,"" I'll ' 'I -, I' ll I'll 11 ' 'I I - I 1- 11 I I I—— "I ''I � 11 11 I I - I I 11, I '' I ' ll- I 11 I SENIOR CENTER AND COMMUNITY CENTER 2 ''I 1-1-111, I 11 I " I I , I I I I -1- ' 'I I ' ll I I I , I � -1- Ill 11 I 11 � I I - 111111-111-111- - _ 111- I -1111111 I I _--, "I'�'ll 1-11 ": """"�'' ___''� ",Z, ,�",� ,,,", -10 I I � �.1-" I 11-111 I l,"'''', I 11 I - "I--�-,�---,"-,--,,�,-""�-,�,,,--,,,,�� ___��11_11__-1-1 1-111-1-11-11-1- -1 1_11� '' -11 - 11---11 I "I, 11 - 1- I -, SYSTEM o (813) 961 60. INSTALL PER OU12RENT MANUFACTURER'S � � __ 11200 BASE LINE ROAD ; � I I - , 7 1 1 - I -1 - - I I I ' ' I - � SPECIFICATIONS. (WWW.WANE300O.COM) I I I I 11 - I I "'"' I I_ — I I I I - I - I'll '' I I 'll, - - I , - I'll-, '' I - � I 2 I 11 "I I 11 I I I'll 11 I I I I I I �� 11 - 11 I ' ll, I � 11 I I 11 I "I I 'll I I - I ,�_ � "I I � I � 11 DRAWN BY: =, , , - - 1 -111 I - I I ! I I 1, I , , li� 11-1-111 - -111-11-1 "I---I -1 -1 - I I 11 --1 I � I'll, I I" I I I I SHEET TITLE � 11 � ___I�_ ",�' I, , _,:_,�_' I �, .--I""',-I" �_- -11 "I I I I I 11_11 11 I'll I I ; I I I I I 11 11 I 11 I I I I -,I I '' I 11 I 11 I I I - I II I I 1 -1 I I I I �I -11 11 '' I 11 I I I I I � 11-1 � 11 � I 11 I 11 I I - I 11 I I I I I I I I11 -1 I - I I I I - -_ 11 1-1 "I 11 11 I - 11 -1-11,11, I ''I 11 I I'll, I 11 I'— I I - I ''I I I 11 I I I I I "I - I I __� 5/pavig / I I- , 1� I I I , 11 11 I �l � I'll I / I " I- -11, I 11 11 "I I I I I � I , I � /P$& LM �- __ -,-",-- "' ' ' ''' I 'll 11 I -1 11-1 I I- -- 11 _� - - ,- I - I I - I 11 - I I - 1111, /,Mn CHECKED BY: I I I I I C -1 11 1, 1-1 �_, 111-1-111 I'll,I/ " I I 11 1-1 11 , I- ll-', 11 "I -11 � � � i , I I 11__ __-__--_- I -- It I I I I- - I I I 11 I I - - --,%o Dr_r_r_pg:Kl�c: - -- I I - I - � 1-1. - I kluv pyr - - -- -- ' 'I I - I I / � I , -PDT Cn If � or - I j p f I I I 1� "I ''I - 11 I 11 I 11 I - I I� - I I I I I I APPR z _1_1 � , , -1 -1 N.�lx 1XI-Ill L_lxl_l 14%.oL- kN_�1 1 L_ I / l_fx%..oL_l I I %-"FIX I � 11 I 11 I I 1 � I I - I -1 "I� I 11 � I I - I I I � I'll- I - I I I I - - I I I I � � - 11 -1----11 ,- - � I � � ,, I 1, I I I � , 11 � , -- � I I I I � 1 7-21-03 � I I -1 I - I I I 11 I -1, �z I I 11 I I 11 I I I- 11 I -111 I I I I - 111 - � I I 11 I -1 -1 1, IRRIGATION SLEEVING. 11 ' 'I I I I'll I ' 'I � 1, I 1-1 I I I'll -, ' 'Ill, I - � I � 1-1 - 1 _ --- - I n I , ? f U;ja ___ � - - , I 1- 1 - - -11 - I - I - - I __-, - � \ I/ 11 \ �\_ - ! I 1111, I I - I I I __ DATE COMMUNIT��E ICE DIRECTOR - � 1 I - I I �1 � - 11 I I I - - . -, I I \ / LIMIT OF VVOQ< I SHEET: I I I I - - _,',,� / I - /r 4,� 1 1 - � " I � / _\ I LIMIT OF VVOPK \11 - 11 I I - I I 11 I -1 -,/ \ APPR VED �z I � I' ll 11 I I I'll I I - I I I I 1-11 I ''I I I I -1 I , SHEET OF � I - , '', - 11 11 I � 11 I I � I � , , I'll - I'll I I -, -11 , I 11 - I I 11 11 I I I I I , � - I'll : _ - I I � 11 I I I I� I I 11 11 I ---- I - 11 11 11, 11 - 11 I � � I I I � I I I -1 I I I I "I'll - I " I 11-1 DRAWING � I 11 I 1-1 "I 11 1-l-, I— I I 11 I - I "I I I � I, I I 11 I I'll I - ''I I 11 I 1 -1 11 I I'll I _ 1 1 -1111, - I e�/&/,v OF � I'll, ' 'I ''I 11 - I I' ll , 11 --I-- I I -I 11 I 'll I _111- I'll 1-111-111-1 - 111- - I— 1-11- -1 � - -111,11-1 I . 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I � I 1__�_� -11 _===:�� x 1 k4I 1 -------------� , LI-1 1�� 1� L-1-j- S-RE Erl OR-0-6: i I I I x CINLPIE 0700____�� W_ww__�__ _ , le- _�l (�) , (0) _+ \_� + � _+ _� <e* 4+--++ m A*A& 1+//1N, I � I � I I � � � . . I C4 CENTRAL XX XX XX >z< XX XX X�x xzx X�x X�x Ak MATCHLINE SEE SHEET L5.��# xx,xx xx xx z/xx xx )�XX' >z< mm _X ILI 0 PAJI MATCHLINE SEE SHEET NONE 0 A R K RANCHO CUCAMONGA SH12IJB LEGEND BOTANICAL NAME= COMMONNAME SIZE OTY 12EMA12KS NOTES ACHILLF=A TOMENTOSA 2'-O" O.C. ALL PLANTING SHALL BE IN ACCO120ANCE WITH LOCAL GOVE12NING AGENCIES. e', S-1 WOOLLY YARROW 5 GAL. 189 F012 PLANTING INSTALLATION NOTES DETAIL SEE SHEET STRIATA HYBRID S-2 ALOE= 21-0" O.C. CORAL ALOE I GAL. 80 ALL T12EES Al2E TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING Q CHAl2ACTE21STICS PE12 SPECIES. S-3 ALYOGNE HUEGELII 4'-0" O.C. BLUE HIBISCUS I GAL. 42 THE QUANTITIES SHOWN ARE F012 REFERENCE AND BID COMPA121SON PU12POSE RJM DESIGN GROUP INC. ONLY. CONTRACTOR IS 12ESPONSIBLE F012 CONDUCTING HIS OWN Al2EA 31591 CAMINO CAPISTRANO BUDDLIF=A DAVIDUPINK CHARMING' TAKE-OFFS AND UNITS COUNTS. S-4 -RFLY BUSH VARII=-TY SAN JUAN CAPISTRANO,CA 92675 BUTTEE I GAL. 25 7 949-493-2600 FAX 949-493-2690 1 ALL SH12UB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3w LAYE12 OF WWW.RJMDESIGNGROUP.COM BUXUS MICROPHYLLA JAPONICA BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SWEET. 0 S-5 31-01" O.C. JAPANESE BOXWOOD I GAL. 455 1200T BARRIER AS LABELED ON PLAN: CONSULTANT: -A S-6 CISTUS X PURPURE 3'-0" O.C. REP12ESENTS INNE12 OUTE12 VENT SU1212OUND ROOT BARRIERS BY VILLA 012CHID ROCKROSE I GAL. 109 LANDSCAPE PRODUCTS, INC. a (714) 630-3180. INSTALL AND CONST12UCT PE12 CU12PENT MANUFACTURER'S SPECIFICATIONS. CUPHEA HYSSOPIFOLIA (TOTAL = 861200T BARRIERS) S-7 I GAL. I'-6w O.C. FALSE HEATHE12 507 SINGLE PIECE 18" X 70" F01215 GAL. SINGLE PIECE 18" X 108" F012 24" BOX S-8 PHO12MIUM TENAX 'DUET' I GAL. 906 2'-0" O.C. SINGLE PIECE 18" X 156" FOR 36" BOX NCN VINES Al2E SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLARITY ONLY. -SCALLONIA 'NEWPORT DWARF' E= I GAL. 3'-0" O.C. CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. E S-9 NCN 60 LOCATION OF AG120NOMIC SOIL TEST. LLLLL FESTUCA OVINA 'GLAUCA' 11-0" O.C. S-10 BLUE=- FESCUE-5 I GAL. 711 T12EE FEEDER SYSTEM (82 TOTAL) SUB CONSULTANT: 12EP12ESENTS W.A.N.E. 300012- UNIT TREE FEEDER SYSTEM BY WANE T12EE S-11 G12EWIA CAF12A 3'-0" O.C. SYSTEM o (813) 961-1060. INSTALL PE12 OU12PENT MANUFACTURERS jb LAVENDE12 STARFLOWE-ER I GAL. 91 SPECIFICATIONS. (WWW.WANE300O.COM) X HEME120CALLIS HYBRID I GAL. 2'-0" O.C. X S-12 EVERGREEN DAYLILY 604 RED FLOWER 11 It If It FOR, REFERENCE ONLY, EXCEPT FOR If If It If If HELICTOT121CHON SEMPE12VI12ENS I GAL. 2'-0" O.C. IRRIGATION SLEEVING. S-'3 BLUE OAT GRASS If If It If 11 90 HEE-MEROCALLIS HYBI21D I GAL. 2'-0" O.C. 0 S-14 E=-VE=-RGI2E=-F=-N DAYLILY 764 ORANGE=- FLOWER z z z z z z 2 JUNIPE12US CHINENSIS 'GOLD COAST 2'-0" O.C. z z z S-15 I GAL. NCN 510 S-16 LANTANA MONTEVIDENSIS I GAL. 4'-0" O.C. kn TRAILING LANTANA 90 LAVENDULA DENTATA S-17 F12ENCH LAVENDE12 I GAL. 3'-0" O.C. 349 T LIGUSTRUM JAPONICUM I GAL. 2'-6" O.C. S-18 J -T uj APANESE PRIVEE 880 y y y y LIRIOPE SPICATA 'SILVEQ` DRAGON' S-19 I GAL. I,-on O.C. Y,YIYIYI LILY TU12F 891 ------- uj PELARGONUM PE=-LTATA A c% S-20 1'-6" O.C. 40 con IVY GERANIUM I GAL. 138 PHO12MIUM TF=NAX 'TOM THUMB' I GAL. 21-0" O.C. S-21 DWA12F NF-W ZEALAND FLAX 35 S-22 PITTOSPORUM TOB112AVA121EGATA' I GAL, 4'-0" O.C. NCN 1852 0 .woo PPO;2MIUM T. 'MORTICIA' m S-23 I GAL. 131 3'-0" O.C. NCN u S-24 PHO12MIUM T. 'VA121EGATA' I GAL. 31-0" O.C. IL NCN 294 RHAPHIOLEE-PIS INDICA 'BALLERINA' 2'-6" O.C. S-25 I GAL. if INDIA HAWTHORNE 133 mob, 3'-0" O-C_ 12HAPIOLEPIS INDICA 'CLARA' S-26 I GAL. INDIA HAWTH012NE 1155 S-27 12HAPHIOLEPIS INDICA 'DANCER' I GAL. 31-00 O.C. INDIA HAWTH012NE 09 120SA FLORIBUNDAMARMALADE SKIE=-S" =MEW * I GAL. 31-08 O.C. 120SE 63 ROSA MEIDILAND 'BONICA' I GAL. 3'-0" O.C. -2 UJ S 9 ME=-IDILAND ROSE 32 t ROSA ME=-IDILAND 'CHE=-1;2RY ME=-IDILAND' m u * I GAL. 3'-0" O.C. u. S-30 0 ME=-IDILAND ROSE-= 34 v - - - - - - �OSEI-iy XX XX XX XX XX XX ROSA MEIDILAND 'CORAL MEIDILAND' S-31 I GAL. 3'-0" O.C. >� z XX XX XX XX 41 MEIDILAND 120SE 2047 uj r If T�g No. 24953 ROSA MEIDILAND 'PINK ME5DILAND' S-32 I GAL. 31-0" O.C. MEIDILAND ROSE=- 43 -3-1 A Exp. 120SA MEIDILAND 'SE=-VILLANA' 0 10 20 40 S-33 I GAL. 31-0" O.C. CIVI ROSEMARY 47 OF C /I N S-34 120SMA21NUS OFFICINALIS 'COLLINGWOOD INGRAM' 3-'0" O.C. ROSEE-MARY I GAL. 252 PACRO IZAL120AD uj -CYPARISSUS SANTOLINA CHAMAE= I GAL. 3-10" O.C. S-35 LAVENDE=-R COTTON 163 x x x x x x 7 x x x x x TULBAGHIA VIOLACEA x x x x x x 1'-6" O.C. 1xxxxxxxxxxx S-36 SOCIETY GA12LIC I GAL. 360 S-37 TRACHELOSPERMUM JASMINOIDES 1'-6" O.C. �y STAR JASMINE I GAL. 12026 VIBU12NUM TINUS 'DWARF' 31-0" O.C. S-38 LAURISTINUS I GAL. 18 : _ , 9ASELM12D. 11 T7 GARDENIA J. 'KLEIM'S HARDY' 2'-6" O.C. S-39 KEYMAP NCN I GAL. 75 CAMELLIA HIEMALIS 'SHISHI-GASHIRA' 41'-0" S-40 FOR CITY USE ONLY NCN I GAL. 12 REVISIONS .0000� DATE DESCRIPTION APPROVED INITIAL DATE TITLE: ESCALLONIA EXONIE=-NSIS S-41 4'-0" (558� A J STREET EE ',4CN I GAL. 74 WATER/SEWER 101 GRO/DRAIN S-12 SHRUB PLANTING VNE LEGEND 7 TRAFFIC BOTANICAL NAME5 ��26 01 FINAL CHECK PLAN If I I 1 0* COMMONNAME SIZE OTY 12EMA12KS 1 1 87 138 AS CONST. V-1 PA12THENOCISSUS TRICUSPIDATA BOSTON IVY I GAL. 67 __�s 8 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE -NSIS REVISIONS DATE V-2 WISTE121A SINEE 77 77� INITIAL DATE CHINE=-SE=- WISTE7=RIA 5 GAL. 26 4t 450 14G L/ ROSA X "CL. C12IMSON PILLAR" AT THE BASE OF DRAWN CID, b-37 V-3 AL NON I GAL. 80 EACH DATE PALM CHECKED T�, c-, LIMIT OF VV02K NAME DATE Signature BID ALT.( A6 UPSIZE 1 GALLON TO 5 GALLON SHRUBS. 5/31/2005 LICENSE NUMBER FILE Ln Renewal Date (475), 337 ,A Date ��2 6 CN\ ....... BASE LINE QOAD CITY OF RANCHO CUCAMONGA Of PROJECT NAME CENTRALPARK JOB NO.: 90-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH CHECKED BY: LM A 7VED ()Z62 DATE: 07-21-03 DATE COMMUNI-tY SERVICE DIRECTOR — APPROVED SHEET: ,M<�olop 44000e SHEET OF f4g�p r% DRAWING OF OL5,J ::t NO. A 0-2-7— DATE RICE NO. 77ENGINEER _j W ---------- SHRUB LEGEND NIP BOTANICAL NAME CENTRAL QTY -MARKS COMMON NAME SIZE RE ACHILLEA TOMENTOSA >Z< XX XX XX 5z< Nx XX - - - - - - 2'-0" O.C. I I - - - - - S-1 XX >�: >�, XX XX XX XX XX �Ix - - - - - - WOOLLY YARROW 5 GAL. 189 x XX >z< XX XZX XZX >x, ,�< xx xx >� x A XX )ZI XX XX STRIATA HYBRID ALOE XX XX < xx�,;,< xx xx, MATCHLINE SEE SHEET L5.6 S-2 2'-0" O.C. Z xx "ZI xx xx )Z' )Z< CORAL ALOE I GAL. 80 �x >:� xx xx k: xx xx xx xx xx k XX XX XX XX JIM m m ml,� HUEGELII ALYOGNE= 4'-0" O.C. S ILI 0 0 P, BLUE HIBISCUS I GAL. 42 VIBU12NUM TINUS 'DWARF' 31-0" O.C. LAURISTINUS S-38 I GAL. 18 FIK BUDDLIEA DAVIDII 'PINK CHARMING' + S-4 BUTTERFLY BUSH VARIETY I GAL. 25 GA12 DENIA J. 'KLEIM"S HARDY' -6" O.C. 00 2' S-39 NON I GAL. 75 S-5 BUXUS MIC12OPHYLLA JAPONICA 31-01, O.C. A R K AMELLIA HIEMALIS 'SHISHI-GASHIRA' JAPANESE BOXWOOD I GAL. 455 C ( 12-4 -40 NON 4'-0" S e, 17 431 1 GAL. 12 CISTUS X PU12PUREA 3'-0" O.C. RANCHO CUCAMONGA I -SCA S-6 ORCHID ROCKROSE I GAL. 109 E= ENSIS -22 LLONIA EXONIE= S S-41 NON I GAL. 74 4'-Ow 0 +F 4�-+-4- _f+ +F 4-1+4+F 4*Ilt-+F 4 +F -H- -+44- CUPHEA HYSSOPIFOLIA I-6" O.C. 4F 4+- 4f- 44- 4 76 44- S-7 I GAL. FALSE HEATHER 507 22 S-22 \ANE LEGEND -4- 4+ 4*4+- 4 4 4+ 4 PHO12MIUM TENAX 'DUET' _f+ S-8 NON I GAL. 906 2'-Om -mrr BOTANICAL NAME COMMONNAME SIZE OTY REMA12KS -4+ 4+ ESCALLONIA 'NEWPORT DWARF' I GAL. 3"-Om O.C. PARTHENOCISSUS TRICUSPIDATA S-9 54 E NON V-1 1, 60 1�t +F .4- /v S_ I' BOSTON IVY I GAL. 67 ESTUCA OVINAGLAUCA' FE 11-0" O.C. RJM DESIGN GROUP INC. A 4 _1+ 4- WISTERIA SINENSIS LLLLL S-10 V-2 AM BLUE FESCUE I GAL. 711 4 CHINESE WISTERIA 5 GAL. 26 31591 CAMINO CAPISTRANO 4 +f- +F ROSA X "CL. CRIMSON PILLAR" AT THE BASE OF G12EWIA CAFRA SAN JUAN C01$TRANO,CA 92675 -22 V-3 NON I GAL. S-11 LAVENDE12 STARFLOWER 3'-0" O.C. 949-493-2600 FAX 949-493-2690 +1 4 S AIL 80 EACH DATE PALM I GAL. 91 WWW.RJMDE$IGNGROUP.COM 323 +F + i+ +F S -7 4 -fi- HE EPOCALLIS HYBI21D 2'-O" O.C. * I GAL. CONSULTANT 4 44- BID ALT. UPSIZE I GALLON TO 5 GALLON SHRUBS. S-12 EVERGREEN DAYLILY 604 RED FLOW Q 11 11 It It I It It It + 5 HELICTOT121CHON SEMPERVIRENS -0" O.C. it 2' It 11 It It S-13 I GAL. 11 It it It 11 BLUE OAT GRASS 90 4 4 NOTES 4 -120CALLIS HY8121D 2'-0" O.C. PEME ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVERNING AGENCIES. S-14 EVERGREEN DAYLILY I GAL. 764 ORANGE FLOWER F012 PLANTING INSTALLATION NOTES DETAIL SEE SHEET ?. z z z z JUN -PUS CPINENSIS 'GOLD COAST' + IPE= 21-00 O.C. 7 z z z S-15 I GAL. + NON 510 44- 44- S_ 65 CHAl2ACTERISTICS PE12 SPECIES. EVIDENSIS u AY jpm%%� LANTANA MONTE 0 S-16 I GAL. 4'-0" O.C. _+44- THE QUANTITIES SHOWN Al2E FORREFERENCE AND BID COMPA121SON PU12POSE T12AILING LANTANA 90 ONLY. CONT12ACTOR IS 12ESPONSIBLE FOR CONDUCTING HIS OWN Al2EA F 4 _1+ TAKE-OFFS AND UNITS COUNTS. LAVENDULA DENTATA SUB CONSULTANT: 6=mmd 4 -H- 17 1 GAL. 3`-Om O.C. 26 27 s- FRENCH LAVENDER 349 4 *-_;�'jl�- + * -W +_ _+ ALL SH12UB AREAS (EXCEPT HYDROSEED AREAS) SHALL RECEIVE A 3' LAYE12 OF I - i+ *_+ _+ _+ 2 BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. LIGUSTRUM JAPONICUM -H- 4+� -1+ 4 4 _f+ I GAL. 2'-6w O.C. JAPANESE PRIVET /44-"+F S 880 ROOT BARRIER AS LABELED ON PLAN: 4* 44- 6 y y y y LIRIOPE SPICATA 'SILVER DRAGON' I GAL. 11-00 O.C. -PRESENTS INNE12 OUTER VENT SU1212OUND 1200T BARRIERS BY VILLA S-19 \Ks- RE -3180. INSTALL AND CONST12UCT PF-12 lyly,yly LILY TURF 891 LANDSCAPE PRODUCTS, INC. o (714) 630 +1 CU1212ENT MANUFACTURER'S SPECIFICATIONS. (TOTAL - 861200T BARRIERS) PELA12GONIUM PELTATA 4 -++ .dl 43 S-20 1-6" O.C. -�F -i+ -fi- _+4 SINGLE PIECE 18" X 70" FOR 15 GAL. IV I' GERANIUM I GAL. 138 v SINGLE PIECE 18" X 108' F012 240 BOX PHORM IUM TENAX 'TOM THUMB' SINGLE PIECE 18" X 156" F012 36" BOX I GAL. 2'-0,, O.C. -f* S-21 DWARF NEW ZEALAND FLAX 35 rA A/ 'IL Tr IL Ay -S ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. VINE 26- CONTRACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. NON IL 1__� -GATA' 8-22 LOCATION OF AG120NOMIC SOIL TEST. S-22 PITTOSPORUM TOBIRA 'VARIE I GAL. 1852 4'-Ou O.C. S-23 PHORMIUM T. 'MORTICIA' I GAL. 31-0" O.C. TREE FEEDE12 SYSTEM (82 TOTAL) K17 NON 131 +F 12EP12ESENTS W.A.N.E. 3000 12" UNIT T12EE FEEDE12 SYSTEM BY WANE T12EE -dow 60 .40,11 ooe -1060. INSTALL PER CURRENT MANUFACTURER'S -GATA' SYSTEM o (813) 961 PHO12MIUM T. 'VA121E= I GAL. 31-00 O.C. S-24 x/A +/ > �37 SPECIFICATIONS. (WWW.WANE300O.COM) NON 294 X 12HAPHIOLEPIS INDICA 'BALLERINA' S-25 I GAL. Z-6 O.C. 44-- 15 INDIA HAWTHORNE 133 R REFERENCE ONLY, EXCE T OR ��22 _dd 10� c@ RHAPIOLEPIS INDICA 'CLARA' 31-00 O.C. Rix GATION SLEEIVIING. S-26 INDIA HAWTHORNE I GAL. 1155 Lu 34 4 RHAPHIOLEPIS INDICA 'DANCER' cb * I GAL. 31-01, O.C. No 27 4F 4+- S-27 s- 7 (D INDIA HAWTHORNE 09 o too 2 SKIES;� I GAL. -0" O.C. ROSA FLORIBUNDAMARMALADE S-28 3' Z F A 2: ;>- ROSE 63 Aom% i+ 15 ROSA MEIDILAND 'BONICA' 4+ D * I GAL. - 31-01, O.C. MEIDILAND ROSE 32 0 Amp Z,77-5,, -IDILAND 'CHE1212Y MEIDILAND' ROSA ME 0 -30 1 GAL. 31-01, O.C. -4+ S -IDILAND ROSE ME 34 U > AL T XX XX 'QS 7�'3 1 XX XX XX XX XX XX d XX XX XX 120SA MEIDILAND 'CORAL MEIDILAND' I GAL. 31-01, O.C. 44- -4+ S_3' MEIDILAND 120SE - , 2047 < 44- z OWN i� i+ Lu ROSA MEIDILAND 'PINK MEIDILAND' ++_ �0,0,0 S-32 I GAL. -on O.C. FOR COURTYARD AREA, MEIDILAND 120SE 31 REFER TO SWEET L5.8 43 z 120SA MEIDILANDSEVILLANA' of 0 RHRRRRF! S-33 I GAL. 31-01, O.C. 9b ROSEMARY 47 loom& _vr Lj 3-'0" O.C. 15 OSMA12INUS OFFICINALIS 'COLLINGWOOD INGRAM + S-34 R 2,1 Aeoof, 0 ��22 ROSEMARY I GAL. .00000 7 "ANTOLINA CHAMAECYPARISSUS S-35 I GAL, 3-100 O.C. + *4 44--++-411- LAVENDER COTTON 163 x x x x x x C."e. x x x x -A uj S31 "75 x x x x x x TULBAGHIA VIOLACE 1'-6" O.C. x UX14x�4x;I&X x S-36 x x x x SOCIETY GARLIC I GAL. 360 -LOSPERMUM JASMINOIDES TRACHE S-37 1' 6" O.C. STAR JASMINE I GAL. 12026 75 Lu -37 0 44- -V 14 0 �S-�22 /+ r A +F 4+ 4 4F 4 Aff IL -ERN PAC19CRAJILROAD ''ZOLM 15 uj -3 A 41- +F S_ op" 29 4*1- zs, -22) AL ++_ 44- 10 20 40 77 e, 44- 4 0_4 BASE'UNE 12,,- 24 2 KEYMAP WS) x 89 0 FOR CITY USE ONLY REVISIONS OR COURTYARD AREA, EFER TO SHEET L5.9 14-* DATE DESCRIPTION APPROVED INITIAL DATE 5 ZZ, E: No. 24953 -37 blfttl ++ WATER/SEWER 4h E GRO/DMIN _t+ SHRUB PLANTING TRAFFIC D c I N 4 FINAL CHECK PLAN 4+ R/W + AS CONST. / 24"`)1 iF S7_ THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE Disc, 4 INITI L D TE 0 DRAWN 14- 4+- 1+ NAME DATE Sign(ture 5/31/2005 LICENSE NUMBER FILE -----Renewal Date 4 4 Date CITY OF RANCHO CUCAMONGA 4 o o 44- 0 c o 41-,4+- 44- 44- 0 PROJECT NAME + CENTRALPARK JOB NO.: 29 -70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD 0 m EL mmi m m m m m Fm m SHEET TITLE DRAWN BY: CEH 0 MATCHLINE SEE SHEET L1 . 1 CHECKED BY: APPR VED DATE: 07-21-03 DATE COMMUNIT'UERVICE DIRECTOR SHEET: APPROVED SHEET OF;��f5:::� N. A DRAWING OF L504 NO. DATE RCE NO. CtONGINEER Fc I �22 —------—---------- CENTRAL _0 I0, NONE A MATCHLINE SEE SHEET NONE Ak MATCHLINE SEE SHEET L5.7 A= 16 1b.. F-A %QLB LEGEND VA R K BOTANICAL NAME SIZE OTY 12EMARKS RANCHO CUCAIAONGA COMMONNAME ROSA FLO121BUNDA 'MARMALADF= SKIES' NOTES S-28 * I GAL. 31-O" O.C. - - - - - - ACHILLEA TOMENTOSA 2'-O" O.C. 120SE 63 S-I WOOLLY YARROW 5 GAL. 189 (D ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. - - - - - - S-29 120SA MEIDILAND 'BONICA' * I GAL, 32 31-O" O.C. S-2 ALOE STRIATA HYBI21D 2'-O" O.C. 0 F012 PLANTING INSTALLATION NOTES E DETAIL SEE SHEET MEIDILAND ROSE C012AL ALOE I GAL. 80 Q .03'.00 ALL T12EES Al2E TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING 0� � , 120SA MEIDILAND 'CHERRY MEIDILAND' N I GAL. 31-0" O.C. ALYOGNE HUEGELII _0" O.C. 41 CHAl2ACTE121STICS PE12 SPECIES. S. 0 . 60 .6. S-30 MEIDILAND ROSE 34 S-3 U - HIBISCUS I GAL. 42 BLUE 7z 7�_ 7� THE QUANTITIES SHOWN Al2E F01212EFE12ENCE AND BID COMPA121SON PU12POSE >z< XX XX XX 120SA MEIDILAND 'CORAL MEIDILAND' I GAL. 31-0" O.C. BUDDLIEA DAVIDII 'PINK CHARMING' -A XX >z< XX XX XX S-31 ONLY. CONT12ACT012 IS RESPONSIBLE FOR CONDUCTING HIS OWN ARE MEIDILAND ROSE 2047 U+ S-4 BUTTERFLY BUSH VA121ETY I GAL. 25 TAKE-OFFS AND UNITS COUNTS. I- I I 1, 1 �:f�g -32 ROSA MEIDILAND 'PINK MEIDILAND' I GAL. 31-0" O.C. .5 BUXUS MICROPHYLLA JAPONICA 31-0" O.C. RJM DESIGN GROUP ALL SHRUB AREAS (EXCEPT HYDROSEED AREAS) SHALL 12ECEIVE A 3" LAYE12 OF S MEIDILAND ROSE 43 S_ 31591 CAMINO CAPISTRANO BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. JAPANESE BOXWOOD I GAL. 455 SAN JUAN CAPISTRANO,CA 92675 EIDIL 120SA ME ANDSEViLLANA' -A 949-493-2600 FAX 949-493-2690 1200T BARRIER AS LABELED ON PLAN, S-33 I GAL. 31-0" O.C. CISTUS X PURPURE 31-01, O.C. WWW.RJMDESIGNGROUP.COM ROSF-MA12Y 47 UC S-6 012CHID ROCKROSE I GAL. 109 REP12ESENTS INNE12 OUTE12 VENT SU1212OUND 1200T BA12PIE12S BY VILLA 120SMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' O.C. CONSULTANT: LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PE12 S-34 ROSEMARY I GAL. 252 3-'0 0 CUPHEA HYSSOPIFOLIA I GAL, 1'-6" O.C. CU1212ENT MANUFACTURER'S SPECIFICATIONS. S-7 FALSE HEATHE12 507 (TOTAL = 861200T BARRIERS) SANTOLINA CHAMAECYPARISSUS -10" O.C. SINGLE PIECE 18" X 70* F01215 GAL. S-35 LAVENDER COTTON I GAL. 163 3 S-8 PHORMIUM TENAX 'DUET' I GAL, 906 2'-0" O.C. SINGLE PIECE 18" X 108" F012 24" BOX NCN SINGLE PIECE 18" X 156" F012 36w BOX Ix x x x x x 1xxxxxxxxx x TULBAGHIA VIOLACEA 1'-6" O.C. ESCALLONIANEWPORT DWARF' VINES Al2E SHOWN OUTSIDE OF PLANTABLE AREAS F012 CLA12ITY ONLY. 1xxxxxxxxxxxx S-36 SOCIETY GA12LIC I GAL. 360 S-9 I GAL. 60 31-00 O.C. CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. NCN -S T12ACHELOSPE12MUM JASMINOIDE 1'-6" O.C. 77777-77 FESTUCA OVINA 'GLAUCA' LOCATION OF AGRONOMIC SOIL TEST. S-3/ STA12 JASMINE I GAL. 12026 LLLL S-10 BLUE FESCUE I GAL. 711 11-01, O.C. T12EE FEEDE12 SYSTEM (82 TOTAL) VIBU12NUM TINUS 'DWARF' 3'-0" O.C. GREWIA CAF12A -00. 12ER12ESENTS W.A.N.E. 3000 12" UNIT TREE FEEDE12 SYSTEM BY WANE TREE S-38 LAU121STINUS I GAL. 18 S-11 LAVENDER STA12FLOWER I GAL. 91 3 C. SYSTEM o (813) 961-1060. INSTALL PE12 OU1212ENT MANUFACTURER'S U SUB CONSULTA T: SPECIFICATIONS. (WWW.WANE300O.COM) 2'-0" O.C. GARDENIA J. 'KLEIM'S HARDY' Z-6 O.C. HEMEROCALLIS HYBRID I GAL. J S-:39 NCN I GAL. 75 S-12 EVERGREEN DAYLILY 604 RED FLOWER HELICTOTRICHON SEMPERVIRENS I GAL. 2'-0" O.C. S S-13 BLUE OAT GRASS 90 0 F GATION SLEEVING. 0 CAMELLIA HIEMALIS 'SHISHI-GASHIRA' 4F-O" OR REFERENCE ONLY, EXCEPT FOR -40 NJCN I GAL. 12 I RRI -120CALLIS HYBI21D ESCALLONIA EXONIENSIS HEME 2'-0" O.C. S-41 4#-Om S-14 I GAL. NCN I GAL. 74 EVERG12EEN DAYLILY 764 ORANGE FLOWER E) z z z z z z z JUNIPE12US CHINENSIS 'GOLD COAST' 2'-0" O.C. VINE LEGEND z z z NCN S-15 I GAL. 510 BOTANICAL NAME COMMON NAME SIZE OTY REMARKS (D S-16 LANTANA MONTEVIDENSIS I GAL. 4'-0" O.C. TRAILING LANTANA 90 PA12THF-NOCISSUS T121CUSPIDATA VI BOSTON IVY I GAL. 67 S-17 LAVENDULA DENTATA I GAL. 31-01, O.C. FRENCH LAVENDER 349 -NSIS -2 WISTERIA SINE V CHINESE WISTERIA 5 GAL. 26 ICY= r7`\ LIGUSTRUM JAPONICUM -6" O.C. S-18 I GAL. BASE OF JAPANESE PRIVET A 120SA X "CL. C12IMSON PILLARn AT THE 880 0 V-3 EACH DATE PALM A-\ NCN I GAL. 80 y y y y L1121OPE SPICATA 'SILVER DRAGON' I GAL. 11-000.0. Y�y Y,Y LILY TU12F S-19 891 BIDALT.Ur6 UPSIZE I GALLON TO 5 GALLON SHRUBS. W -2 PELA12GONIUM PELTATA 1'-6" O.C. F S 0 ammomw IVY GE12ANIUM I GAL. 138 PHO12MIUM TENAX 'TOM THUMB -0" O.C. I GAL. 2' S-21 DWARF NEW ZEALAND FLAX 35 rN PITTOSP012UM TOBIRA 'VARIEGATA' (D S-22 I GAL. 4'-0" O.C. 0 NCN 1852 r� AV' 6— PHO12MIUM T. 'MORTICIA' -01, O.C. 0 S23 I GAL. NCN 131 LU PHORMIUM T. 'VARIEGATA' S-24 I GAL. 31-0" O.C. 294 NCN U S RHAPHIOLEPIS INDICA 'BALLERINA' Z-6" O.C. 0 S-25 I GAL. INDIA HAWTHORNE 133 6=mmd flow 1�m RHAPIOLEPIS INDICA 'CLARA' I GAL. 31-01, 0 C S-26 INDIA HAWTHORNE 1155 AD cj UU RHAPHIOLEPIS INDICADANCER' I GAL. 31-01, O.C. INDIA HAWTHORNE 219 Uj E) FOR COURTYARD AREA, Age. REFER TO SHEET L5.8 b Uj 0 U. M A- ff LU A XX 56'� x< X< )X, 18 f A SCLITI-ERN PACFIC RAL120AD X x< x Uj xx xx P�t XX 14 1 X, X X X x xX )1� x< X x< xx �,�c _X 68 51� XX / \....... 5XI XX x< >z< IS I xz< >z< x< 'XI x< >x, BAsr=uNr=i2b.; x< XX X X z X,x KEYMAP (NTS) x< \X XX 48 XX XX Z, :F X )z< xx x S-31 z x< >X FOR CITY USE ONLY \ �%, a REVISIONS Z >Z� xX FOR COURTYA12D AREA, ....... DATE DESCRIPTION APPROVED INITIAL DATE t REFER TO SHEET L5.11 ESS/ TITLE: STREET 0 S-37 WATER/SEWER .Wool GRO/DRAIN A - 24953 SHRUB PLANTING No TRAFFIC 70 FINAL CHECK PLAN Exp..—L R/W ------ Ifvr\ ......... . y S .7.7.7.7,7. NST. 0 -<7 /s 00 P 1000 .7a FOR PRIVATE USE BY: 0 REVISIONS s Alp ell THESE PLANS WERE PREPARED INITIAL DATE rl 70'� L xX XX XX XX X x DRAWN x< x< x< XX ��S _.0001' LINE CHECKED >X )z< x< x< 0 _x Signature �j NAME DATE >X XX ry cli 1 99 1 5/31/2005 Renewal Date LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA F, C N 81 S-1 PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD DRAWN BY: SHEET TITLE 0 10 20 40 LM CHECKED BY: APPR7D/ -21-03 MATCHLINE SEE SHEET L5.3 DATE: 07 VICE DIRECTOR DATE COMMUNITYiiiF SHEET: APPROVED SHEET OF DRAWING OF L5,5 NO. DATE RCE NO. CI611�NGINEER Ak .1xx L—LI A Ll SW12i-8 1-EGEN BOTANICAL NAME VIBU12NUM TINUS 'DWARF' S-38 31-00 O.C. COMMONNAME SIZE OTY REMARKS NOTES LAURISTINUS I GAL. 18 ACHILLEA TOMENTOSA 2'-0" O.C. hNIRAL -NIA J. KLEIM'S HARDY' S-I W ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. GARDE OOLLY YA1212OW 5 GAL. 189 (D S-39 NCN Z-6 O.C. I GAL. 75 ALOE ST121ATA HYBRID F012 PLANTING INSTALLATION NOTES & DETAIL SEE SHEET ?. mahko S-2 2'-0" O.C. C012AL ALOE CAMELLIA HIE=-MALIS 'SHISHI-GASHIPA' I GAL. 80 ALL T12EES Al2E TO HAVE STANDA12D FORM AND MATCHED SIZE/BRANCHING 4'-0" S-40 NCN 1 GAL. 12 CHARACTERISTICS PE12 SPECIES. -GEL1I ALYOGNE HUE 4'-Om O.C. S-3 BLUE HIBISCUS I GAL. 42 -PENCE AND BID COMPA121SON PU12POSE ESCALLONIA EXONIENSIS 4f-O" THE QUANTITIES SHOWN Al2E FORREFE S-41 NCN I GAL. 74 ONLY. CONTRACT012 IS 12ESPONSIBLE F012 CONDUCTING HIS OWN AREA EE BUDDLIEA DAVIDII 'PINK CHARMING' TAKE-OFFS AND UNITS COUNTS. S-4 BUTTERFLY BUSH VARIETY I GAL. 25 ALL SH12UB Al2EAS (EXCEPT HYDROSEED AREAS) SHALL 12ECEIVE A 3" LAYER OF VINE LEGEND BARK MULCH SEE=- SPECIFICATIONS AND PLANTING DETAIL SHEET. BUXUS MICROPHYLL,A JAPONICA BOTANICAL NAME S-5 JAPANESE BOXWOOD I GAL. 455 31-0" O.C. A' R K -MARKS COMMONNAME SIZE OTY RE A 1200T BA12PIER AS LABELED ON PLAN: t N CISTUS X PURPUREA PARTHENOCISSUS TRICUSPIDATA S-6 3'-0" O.C. 12EP12ESENTS INNER OUTE12 VENT SU1212OUND ROOT BARRIERS BY VILLA V-1 ORCHID ROCKROSE- I GAL. 109 RANCHO CUCAMONGA A� BOSTON IVY I GAL, 67 LANDSCAPE PRODUCTS, INC. a (714) 630-3180. INSTALL AND CONST12UCT PER NT MANUFACTURER'S SPECIFICATIONS. CURRE A WISTERIA SINENSIS CUPHEA HYSSOPIFOLIA (TOTAL = 861200T BARRIERS) v-2 I GAL. 1'-6" O.C. S-7 CHINESE WISTERIA 5 GAL. 26 FALSE HEATHER 507 SINGLE PIECE 18" X 70" F01215 GAL. AT THE BASE OF SINGLE PIECE 18m X 108w F012 24" BOX 120SA X "CL. C12IMSON PILLAR" V-3 PHORMIUM TENAX 'DUET' SINGLE PIECE 18" X 156" F012 36" BOX A-� NCN I GAL. 80 EACH DATE PALM S-8 NCN I GAL. 906 2'-0" O.C. VINES Al2E SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. BID ALT.( ESCALLONIA 'NEWPORT DWARF' CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. %�6 UPSIZE I GALLON TO 5 GALLON SHRUBS. S-9 NCN I GAL. 60 31-0" O.C. LOCATION OF AG120NOMIC SOIL TEST. UCA OVINA "GLAUCA' FE T -01, O.C. LLL If S-10 BLUE FESCUE I GAL. 711 FEEDER SYSTEM (82 TOTAL) ELLLL TREE RJM DESIGN GROUP INC. REPRESENTS W.A.N.E. 300012' UNIT T12EE FEEDE12 SYSTEM BY WANE TREE GREWIA CAFRA -0" O.C. 31591 CAMINO CAPISTRANO SYSTEM 9 (813) 961-1060. INSTALL PER CU12PENT MANUFACTURER'S S-11 LAVENDER STARFLOWER I GAL. 91 3' SAN JUAN CAPISTRANO,CA 92675 SPECIFICATIONS. (WWW.WANE300O.COM) 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM HEME120CALLIS HYBRID 2'-0" O.C. S-12 -RGREEN DAYLILY I GAL. EVE 604 12ED FLOWEP SOUTHEPN PACIFIC QAILQOAD It It 11 CONSULTANT: 7-- FOR-REHRENCE ONLY, EXCEPT FOR 0 It it 11 HELICTOTRICHON SEMPERVIRENS 2'-0" O.C. S-13 I GAL. -1-RRIGATION-SLEEVIN 90 CD it It 11 BLUE OAT G12ASS HEMEROCALLIS HYBRID 2'-0" O.C. S-14 EVERGREEN DAYLILY I GAL. 764 02ANGE FLOWER z z z z z z z JUNIPERUS CHINENSIS 'GOLD COAST' 2'-0" O.C. I GAL. z z z S-15 NCN 510 LANTANA MONTEVIDENSIS S-16 I GAL. 4'-0" O.C. G T12AILING LANTANA 90 S-17 LAVENDULA DENTATA I GAL.' 31-0" O.C. FRENCH LAVENDER 349 SUB CONSULTANT: LIGUSTRUM JAPONICUM S-18 I GAL. 2-6" O.C. JAPANESE PRIVET 880 Ey y y y LIRIOPE SPICATA 'SILVER DRAGON' 1k 1k 1k 1� S-19 I GAL. 11-0" O.C. y ylyly, LILY TURF 891 PELARGONIUM PELTATA S-20 IVY GERANIUM I GAL. 138 1-6" O.C. PHO12MIUM TENAX 70M THUMB' S-21 I GAL. 2'-0" O.C. DWARF NEW ZEALAND FLAX 35 ElPITTOSPORUM TOBIRA 'VA121EGATA' S-22 I GAL. 4'-0" O.C. NCN 1852 S-23 PHORMIUM T. 'MORTICIA' I GAL. 3'-0" O.C. 59 131 NCN 0 .00/ �26 i�r I PHORMIUM T. VARIEGATA' S-24 I GAL. 294 31-01, O.C. NCN 0� 75 Cie RHAPHIOLEPIS INDICA 'BALLERINA' A S-25 2-6" O.C. * I GAL. INDIA HAWTHORNE 133 z N RHAPIOLEPIS INDICA 'CLARA' 3'-0" O.C. I GAL. J S-26 INDIA HAWTHORNE 1155 z 26 RHAPHIOLEPIS INDICA 'DANCE12' Uj W S-27 I GAL. 3'-0" O.C. INDIA HAWTHORNE 219 NA 0 302 \t, 120SA FLORIBUNDA 'MARMALADE SKIES* I GAL. 3'-0" O.C. ,�37 S-220 ROSE 63 0 JL ROSA MEIDILAND 'BONICA' S-29 I GAL. 3'-0" O.C. MEIDILAND ROSE 32 z 0 ROSA MEIDILAND 'CHERRY MEIDILAND' I GAL. 3'-0" O.C. MF-IDILAND ROSF- NOR S 34 -IDILAND 'CORAL MEIDILAND' 49 XX XX XX XX XX >'Z� ROSA ME 00 X >Z( XX XX XX S-31 I GAL. 31-0" O.C. U d:z x MEIDILAND ROSE- 2047 120SA MEIDILAND 'PINK MEIDILAND' �000 S-32 MEIDILAND ROSE I GAL. 31-0" O.C. 43 A. to ROSA MEIDILAND 'SEVILLANA' S-,; I GAL. 3'-0" O.C. 133 ROSEMARY 47 OSMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' (-v R S-34 ROSEMARY 3-"0" O.C. I GAL. 252 SANTOLINA CHAMAECYPA12ISSUS S-35 LAVENDE12 COTTON I GAL. 163 3-100 O.C. x x xx x x 1xxxxxxxxxxx TULBAGHIA VIOLACEA S-36 SOCIETY GA12LIC I GAL. 360 1'-6" O.C. U.J TRACHELOSPERMUM JASMINOIDES S-137 STA12 JASMINE I GAL. 12026 1'-6" O.C. LL Z LU 70 �26 -d t d 236 1 -12 S 0 10 20 40 W LIJ z > W AFiO 12ALROAD,, 'PAC z LLJ __j < Rt dil 441 BASLE UNE!12M I KEYMAP (NTS) REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE I t 505)1, TITLE: A 7 STREE �3 No. 24953 WATER/SEWER Ex GRO/DRAIN 185 P. --------------- SHRUB PLANTING TRAFFIC \�:2 �6 g FINAL CHECK IVI PLAN OF CA R/W AS CONST. 103 18 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE \001 CA PF Ll DRAWN CHECKED NAME DATE Signature 5/31/2005 LICENSE NUMBER FILE Renewal Date Dote CITY OF RANCHO CUCAMONGA OfF CA PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD m ME M, m m m m m m m m m m m m m m m m m m m IIIIIIIIIIN m m m m m m m m m SHEET TITLE DRAWN BY: CEH CHECKED BY: LM MATCHLINE SEE SHEET L5.4 APPROV 1A DATE: 07-21-03 DATE COMMUNITY SE OR APPROVED SHEET: SHEET OF�� DRAWING_ OF L5,6 NO. DATE RICE NO. CUENGI�EER U0 E) ,J I �zz zz jzzz I Ar� z 'ENTRAL BOTANICAL NAME & URLEGEND , NOTES COMMON NAME SIZE OTY REMARKS S-29 ROSA MEIDILAND 'BONICA' I GAL. 3'-On O.C. MEIDILAND 120SE 32 ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. ACHILLEA TOMENTOSA 2'-O" O.C. -1 (D s WOOLLY YA12120VV 5 GAL, 189 ROSA MEIDILAND 'CHERRY MEIDILAND' 1001%� _00, I GAL, 3'-0" O.C. s A— F012 PLANTING INSTALLATION NOTES E DETAIL SEE SHEET 0.0 0 MEIDILAND ROSE 34 STRIATA HYBI21D S-2 ALOE 2'-0" O.C. ALL T12EES ARE TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING CORAL ALOE I GAL. 80 )Z< XX _xx XX XX S-31 ROSA MEIDILAND 'COPAL MEIDILAND' I GAL. 3'-0" O.C. CHAl2ACTERISTICS PE12 SPECIES. XX XX >Z1 >� XX z MEIDILAND ROSE 2047 HUEGEL11 A R ALYOGNE= S-3 HIBISCUS 4'-0" O.C. THE QUANTITIES SHOWN ARE F01212EFE12ENCE AND BID COMPA121SON PU12POSE BLUE I GAL. 42 ROSA MEIDILAND 'PINK MEIDILAND' ONLY. CONT12ACT012 IS 12ESPONSIBLE F02 CONDUCTING HIS OWN Al2EA -- -- ---- ?00 S-32 MEIDILAND ROSE I GAL. 43 3'-Om O.C. RANCHO CUCAMONGA TAKE-OFFS AND UNITS COUNTS. S-4 BUDDLIEA DAVIDII 'PINK CHARMING' i - 10011-41 BUTTERFLY BUSH VARIETY I GAL. 25 20SA MEIDILAND 'SEVILLANA' ALL SH12UB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3- LAYER OF S-33 I GAL. 3'-0" O.C. BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. BUXUS MIC12OPHYLLA JAPONICA ROSEMARY 47 S-5 JAPANESE BOXWOOD * I GAL. 455 3'-Ou O.C. POSMARINUS OFFICINALIS 'COLLINGWOOD INGRAM' '00 O.C. A 1200T BA12RIER AS LABELED ON PLAN-. CISTUS X PU12PUREA S-34 ROSEMARY * I GAL. 252 3- 12EPRESENTS INNE12 OUTE12 VENT SU12ROUND 1200T BARRIERS BY VILLA S-6 012CI41D ROCK120SE * I GAL. 109 31-0" O.C. SANTOLINA CHAMAECYPA12ISSUS LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PE12 S-35 * I GAL. 3-101, O.C. CU1212ENT MANUFACTURER'S SPECIFICATIONS. LAVENDE12 COTTON 163 (TOTAL - 86 200T BARRIERS) 0 S-7 CUPHEA HYSSOPIFOLIA * I GAL. 1'-6" O.C. x x x x x x SINGLE PIECE 18w X 70" FOR 15 GAL. FALSE WEATHE12 507 1xxxxxxxxxxx TULBAGHIA VIOLACEA 11 x x x x x S-36 1'-6" O.C. SINGLE PIECE 18" X 108" F012 24" BOX x SOCIETY GARLIC I GAL, 360 RJM DESIGN GROUP INC. SINGLE PIECE 18" X 156" FOR 36" BOX (CD) PHO12MIUM TENAXDUET' 2'-0" O.C. S-8 NCN I GAL. 906 T12ACHELOSPEPMUM JASMINOIDES 31591 CAMINO CAPISTRANO S-37 1'-6" O.C. SAN JUAN CAPISTRANO,CA 92675 VINES ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. STA12 JASMINE I GAL. 12026 CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. ESCALLONIANEWPOPT DWARF' I GAL. 31-0" O.C. 949-493-2600 FAX 949-493-2690 LOCATION OF AGRONOMIC SOIL TEST. S-9 NCN 60 VIBU12NUM TINUS 'DWAPF' 3#-ONO.C. WWW.RJMDESIGNGROUP.COM L_ L_ FESTUCA OVINA 'GLAUCA' S-38 LAURISTINUS I GAL. 18 CONSULTANT: LLLLL S-10 11-01, O.C. T12EE FEEDE12 SYSTEM (82 TOTAL) BLUE FESCUE I GAL. 711 GARDENIA J. 'KLEIM'S HARDY' 2'-6" O.C. REPRESENTS W.A.N.E. 300012" UNIT T12EE FEEDE12 SYSTEM BY WANE=- T12EE G12EWIA CAF2A S-39 NCN I GAL. 75 SYSTEM o (813) 961-1060. INSTALL PER CU1212ENT MANUFACTURER'S S-11 31-0" O.C. SPECIFICATIONS. (WWW.WANE300O.COM) LAVENDER STAPFLOWE2 I GAL. 91 CAMELLIA HIEMALIS 'SHISHI-GASHIRA' 4'-0" S-40 NCN I GAL. 12 S-12 HEME120CALLIS HYBI21D I GAL. 2'-0" O.C. EVERGREEN DAYLILY 604 12ED FLOWER ESCALLONIA EXONIENSIS FOR REFERENCE ONLY, EXCEPT FOR HELICTOTRICHON SEMPERVIRENS E) S-41 NCN I GAL. 74 40-0" IRRIGATION SLEEVING. S-13 I GAL. 2'-0" O.C. BLUE OAT GRASS 90 S-14 HEME120CALLIS HYBI21D I GAL. 21-0" O.C. VINE LEGEND EVERGREEN DAYLILY 764 ORANGE FLOWER BOTANICAL NAME z z z COMMON NAME SIZE OTY RUMARKS SUB CONSULTANT: J EPUS CHINENSIS 'GOLD COAST' z z z z UNIPE 2'-0" O.C. 77 7 z z z z z z S-15 NCN I GAL. 510 V-1 PA12THENOCISSUS TRICUSPIDATA BOSTON IVY I GAL. 67 LANTANA MONTEVIDENSIS 6=14 0 S-16 T12AILING LANTANA I GAL. 90 4'-0" O.C. A V-2 WISTERIA SINENSIS u 02� —0-00, CHINESE WISTERIA 5 GAL. 26 OF LAVENDULA DENTATA A 120SA X "CL. C12IMSON PILLAR" AT THE BASE S-17 FRENCH LAVENDER I GAL. 349 31-0" O.C. V-3 NCN I GAL. 80 EACH DATE PALM LIGUST12UM JAPONICUM S-18 'JAPANESE P121VET I GAL. 880 2'-6" O.C. BID ALT.U6 UPSIZE I GALLON TO 5 GALLON SHRUBS. LIPIOPE SPICATA 'SILVE2 DRAGON' C lylylyly, S-19 LILY TURF I GAL. 891 11-000. Polo, A S-20 PELA12GONIUM PELTATA 1'-6" O.C. IVY GE12ANIUM I GAL. 138 PHORMIUM TENAX 'TOM THUMB' S-21 DWARF NEW ZEALAND FLAX * I-GAL. 35 2'-0" O.C. /__11 U S-22 PITTOSP012UM TOBIRA 'VARIEGATA' * I GAL. 4r-O" O.C. NCN 1852 Lu LIMIT OF WORK S-23 PHOPMIUM T. MORTICIA' * I GAL.- 131 31-0" O.C. NCN ....7� S-24 PHORMIUM T. 'VARIEGATA' I GAL. 294 31-0" O.C. NCN or-, 12HAPHIOLEPIS INDICA 'BALLERINA' ...... S-25 I GAL. Z-6" O.C. INDIA HAWTHORNE 133 map 12HAPIOLF-PIS INDICACLAPA' -0" 3' O.C. /00' S-26 INDIA HAWTH012NE I GAL. 1155 66 201 45 W S-18 S-37 S-31 PHAPHIOLEPIS INDICA 'DANCER' S-27 INDIA HAWTHORNE I GAL. 219 3'-0" O.C. z ROSA FLO121BUNDA 'MARMALADE SKIES;� I GAL. 31-0" O.C. S128 120SE 63 moo X or_ Now 4116 00 us _j U. Air 0\ X x< X XX )Z< XX x x x X x< x< x< )Z<, )�( )11�-k z X x X x )0,)Z< x XX Z_)�r )�� x Ix...z xx x X )Z< XX XX XX XX Z XX xx x< �y� x X )Z< )Z< XX x< Z XX x f 3501 z X )Z� x X >Z< x< >Z< 0% uj XX x< k Z X LL >Z< x X 5� x z ----------- XX XX XX XX --PARKWAY-QGA a .......... z XX XX XX xx )�' uj < )Z< XX xx x X x< x< XX _'A x X X �� x< x< x x 0 X )Zl� x< x< )Z< x X >�, x< x X Z x< x< x >� x< XX x< x< A X )Z< x< XX >Z< x v X >X )Z< )Z< x XX XX 0 X x )Z< )x Age. x x x< z x< >x < x x <'>x, X x X X x x < XX x uj Z x < Ix X )Z< )Z< x, >Z� >Z< xx X x X >Z� Z XX X X >Z< XX 56 x x X x z XX XX XX XX XX >Z< XX XX x X X XX XX Z `x >Z< xx xx xx )�: z >�( x x I I, -.40 XX XX XX >Z( z x xx xx Z�"Z< z xx XX X x X x x X x< )ZI xx x X,x x X-11 ",Z, < x x x x x X X x x < x x "'z5 X x x x xx Z Z< xx xx Z xx xx XX XX XX XX Z z k XX >Z< xr XX XX X >Z< Z x XX XX MATCHLINE SEE SHEET L5.5 Fz MATCHLINE SEE SHEET L5.4 FOR CITY USE ONLY REVISIONS ?v@FESRSQ SEEN= s DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET No. 24953 WATER/SEWER GRO/DRAIN SHRUB PLANTING Exp, TRAFFIC c/vjv_ FINAL CHECK PLAN R/W CAU� S NST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE N,0�� CA Pe DRAWN 10 20 40 CHECKED C..) 0 vc_:) Signafure NAME DATE 5L31/2005 LICENSE NUMBER FILE Renewal Date Date CITY OF RANCHO CUCAMONGA SOUn4MN PACM 12ALROAD OF PROJECT NAME CENTRAL PARK A,. SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD < SHEET TITLE DRAWN BY: CEH CHECKED BY: LM 4�1 APPR D -21-03 DATE: 07 D�TE COMMUNITY SE710E DIRECTOR........................ BASE UNE!12D. APPROVED SHEET: SHEET A NTS) DRAWING L5*7 0 F NO. DATE RCE No. CiWENGINEER >XX,<=xxx< ;: xx: U1 11 1 LA I -::L:JL r-'I I I I . . I . � � � - . . I . � I � � I . � � I . I I I I ��-__��,- ,--�-,",�'_- "I " I I : I I %D I mr � I I � %Q 0 , . . I . �" . . SHRUB LEGEND I � I : : 1004 "qp I ,� , � . . I I \\ I Z"N 1q; - . I . I l"I :1 .! ,r// BOTANICAL NAME 11 . , I I . . I ENTRAL 000 I ..I .. -I * - I COMMONNAME SIZE OTY REMARKS u '�11 1� - I ________- -_------ I � t.- . I " I _ _ _ _ _ -7 z ." , :. . 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I "I I I - IIIIIIIIIIII.- I �, ,�'), '-, - I L_rj ( m m y .1, � I -..dop � ( 6 ) - �"-,--�,__�I,--L I IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII LAVENDE12 COTTON * I GAL. 3-'O" O.C. dd a 6 - 163 ,� L7J I I y y y , - I S-2 I , . 11 - I V-1 PLANT VINE IN ir "I m -4 y Y)"y' )1y) I ., �,_ I m m- 1xxxxxx I < W _LLLL _x * ,;" I 0 1 PLANTABLE AREA� I I 1 9 - )�Y�Iy)ly)ly) x x x x x x TULBAGHIA VIOLACEA <k W UJ 11 �� _LLL ' I �, �, �, ), J, " S-36 * I'-6" O.C. ff Is - I 1000""kNI ,_ , x x a u c I 1 -3 Lr I �, SOCIETY GA12LIC I GAL. 360 * * �1� � y �yl_y y I a4 ( 15 �--- � '' ____- 1 -1 * * -,1�7 � - I /' 12 '� I I I I )1y_,1,y),y),y I ,� %kj u. �- - ), ), �, S-2 I LL * * �D �) �) �7) 1 � I 11 mmmmr& '00ON 'p, 10_11ft%� ",1'1'1� - \1/ , , , I 1 I S-6 I � I V-1 r 11-1 6 1 1 S-37 STAR JASMINE * I GAL. 12026 I'-60 O.C. 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I N y,y1y1y1y1y1y1' I I No. 24953 '� - - - ' ' M 116 I I m :: --, I -!_� ! I ! ! , . !_!_!_IL!_L c c I _=� * UPSIZE I GALLON TO 5 GALLON SHRUBS. ry I r- 11 11 - I I =111F' == I I � I 011 - I I �f) I I � 11 I I I I I IN m m I Exp. 0 4 8 16 , I I I 1, � '17� .P Ci I%- Lmm7m%mmmmm� , , I I V-1 � :! OF C , - I I ;I , - I I I I I ��! :1 - I 1, , i- I I I m : I -1 - - I 11 11-I I I I - I I I'll 11 - -111-1 ''I .1 - -11, , I I � I : I'I- I I , I I I NOTES "I -1111"I -1, 1-11-1 11 I -11- I - I I I , I � I I , I I 11 I - - - - __ /--,-\ I I �, I I I , -I � I I I -1 I - I I I "I I I I , �- I � -r .....".........� ,1 1400%%� �I I,:, � - ,� I,�,�- 1, " I 11s� E3 a , �I I� 1� I 11 ,�J I 1, � � - (j ALL PLANTING SHALL BE=- IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. I-" '' _ , 1� , I � - "I I I-11 11-��,_,-":�,___ "I I FOR CITY USE ONLY I - � � \ 11 - -1111, I-I ��,I"I-�,-, 11-1:, .-I-11 '' I REVISIONS I _� m I" � I I , 11 I I I m - _____ - �.. 1*1_ I"".. . ,� 10 ( .o___11 X_�_, _I - 'm cm : I= � I 'I"' ''ZI'11'F1'91:-,,X � :- � I I 11 - _____ _______ - _1111: 1, I I I p .11 ... " - %7_711.1-77-77 mr�m � - I" , " � - Q . : %,, 11"%,�. " :0 -1 I I 1-11 � ft];:,,,,,, 17''_ � -111 I ,.% I � '11:,'11 :1.i.*. '.e, _ ( , ) �*� : , I F_ I I'- � I DATE DESCRIPTION APPROVED INITIAL DATE I ".,-.1e I !, . 1."'.I.:-*%v � 11 . I ( - F012 PLANTING INSTALLATION NOTES & DETAIL SEE SHEET ?. 1:1 -m -, 'l-,,- W - -1 I , __ TITLE: i __ 0 1 " 11-11, I I TT.�� 1. .��. I � ., . � "I I 1 -1 11 - . � , . . �1;I 1:".,". - I I I - 11 I " I � � ,� � : ( 28 )i �1 , __1 I � � I I STREET I "I I I 1, I , t - I I'll: I I'll I I �� I ,��.:.,..1� - 1� I I", I I 9 - , 4_� � I I :_ - .. I I ALL T12EES ARE TO HAVE STANDA12D FORM AND MATCHED SIZE/BRANCHING I - _:1-1 "Ill �, WATER/SEWER , olle 11 '' �� .1 ".. .. " - .. � Q 11� I I I - - - t - , N12_1�11"<�_�1_�L� Nll__�, I I I ''I'll I I , I I - I I I �. � -1�: I I I I � ,*' � I.- I I I , � 11 , 0 1 GRO/DRAIN - I � �. ''. �-. � /25 N�":i I E Nl� "T - I I I - doolft%� �, I I / 21 )l - � � , I - *� - \��V CHAl2ACTF-121STICS PE12 SPECIES. I _1D1r_% , 1� :� , -12 .:,;I - _+_zg: � '' THE OUANTITIES SHOWN Al2E FORREFERENCE AND BID COMPARISON PURPOSE I "� � SHRUB PLANTINC .I - - �#� � TRAFFIC I ... ,� I - I I �� - , "", I - I � 4 ": - . ! �, ''-:, � I I I'll . .�I I �. . . I .,�. I . I I I FINAL CHECK PLAN , � I , , -SPONSIBLE FOR CONDUCTING HIS OWN Al2EA I , I I , , W ONLY. CONTRACTOR IS RE I � � � I � � :� __ - I . . I-, ,---�, I _-,_ /' 3 ) : __1 "I -, - �, I If I I - I I , - ,�11 11 �'. " , '' ' 'I I i I I - � , I R/W 1. 'I,' '1� � , . "1.'�'- I I -__1_T_ I TAKE-OFFS AND UNITS COUNTS. I� F I ., - I I I - -*� I ' ' � I . -3 %__ ", I I � , �- 1:1 s I I 11 I ---- I - Lj Z11 , �,._ .. � _ � . .. 15 . I I 14 ,io� " - 11 I I ."" � �� ,� �I .a ALL SH12UB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3" LAYER OF I I : &, AS CONST. ,,�,.," , , . , �� I ( I 11-1 --- --- --- -I--- _____ ,!'' ,, , -12 'I.: m I I I ., , , , , . :` I I �Z) BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. I I I I -i%%. I ,� .I !.: - .-__�, - . 11 -, I I 11--11,;I I.-Z_:4� � �', 11 I __ '0000� - I 11 I a I I ... ,.,.. �_ . I I - I - '.;t,,., ,: � ""'ill." "'s�,l, .e:,."�,",' I I 'll .1 I I I I � - . '_:"."..,. " , .� . I 0 1 11 I : , I �, I 1.*..l"'."'.�, "'� %,..� �,, ,%. ." e",.,: I Ab ( 4O)i 1200T BARRIER AS LABELED ON PLAN, I � I � I 11 "I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE L4;.6��.�...� "p-di � I r,I A I "I -11, REVISIONS :::::::: DATE I ., � � ..� ., " ��. 11 � e ..'im I I '' . . , ".": I '','', I , I �, I �. I * I . ", " I I u W I INITIAL DATE , ill �UAP�6 I I :..1,%-.. *.'*1" .,� I I�, .. I . I - 9 ��7 0 1 m I I I % .., �, , .. rft I � W , � I - 1 - 11 -f, I - 1, \,�, " . . I I , I - .,�`...: . I . � I . -,",�f,'.'%. I l' ,1 , I- lliclw - I I ; - - , I I I I 1, .'' .� � 1. �,- I _ .1 " .. I I *1 12EP12ESENTS INNE12 OUTE12 VENT SU1212OUND 1200T BAR121ERS BY VILLA �, x x I m 11 I �i , I �Icll 1 -1 I I � �) \NG L/ On "1, , �, -I., , , "I I I , I DRAWN C^ I V T � I I I -I �,11 - �, ,__�2 '' 11 - __ � I - ) I 11 I 11 11 , I I I I 11 , "I, I I I I 1� I 11 I I 11 `l' �i": ,� I . . . . .11 .I 1 -4- - PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PER I � '�_ , - I I - I , - I f , LANDSCAPE I , "I I %,:'." %� , :� , � -, *,_*�...'. I I I I I 11 - I I I I 1. _ _�� " I � I 11 ''I -11, 11 I - 11 � I � 11 - "I - 11 I Ij .�, �"' ,',�- -�� '. � .,. I I - ( I � CU1212ENT MANUFACTURER'S SPECIFICATIONS. I I I � I I I I''I I I I I �V, ' 'Is 1� I I 1, I I I : CHECKED . �A �" _ � � I �,,%, I I I I 11 I I 1- I " 11 ' 'I I I I I - C-) -n 4 . "41 � I - - 11 I I 11 I I 1- 1 1, I I I I 11 I I - t,_, T !" ', , I (TOTAL - 861200T BARRIERS) � I ( -) I , 1* , .��% �I "".1. I I 11 I I : - , � I __j 45� c__ '.-W �� I � � �� .% 11 I : I I ,."' ' .�' I 1 '� , " :s ' ' I I, � F NAME DATE Signature 1�, , , , . ,� I I I * , � ,�� '. , SINGLE PIECE 18" X 70" F01215 GAL, _:,", , ,��'. � ,�, I 1�,-f '. 1. - -�( - 5Z31/2005 %":,..., ;. , ." � %:-I , . "O I"*A __ SINGLE PIECE 18" X 108n F012 24w BOX LICENSE NUMBER FILE Renewal Date * I - I I .- . I - � - ,.1,,,I I I .: I � I : ,�:�4,:1 SINGLE PIECE 18m X 156" F012 36" BOX - '1�r , .: ," ... .1� , . .:,,� , "I *�, I "".; -1. I��., ��11 . I,.',,1, _ ,:N-,*1.1 I KEYMAP Date -11 - I l.-�; ____ .- % /1111 ,_�..� �. cl) � " _�, � - I �., .."1. 10� CITY OF RANCHO CUCAMONGA ",-. I I 11� I NTS �"1:0%7�.::11.11 ", . -h:-',.11%,%):," .�, ( VINES Al2E SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. I Of- C N � , , - ,�,:%,::4*:�' , . � \ ,��.,,._,.," % .. ''. .1 �.._,...�..,� I ...- I I .�, . . _U-." - �D CONTRACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. ____ ,,,:, . . I . .. . I '. �, .. "i.1,%'%, ::�_ ,,: , ., �. �:, �, I � I '', . , . �. I� ,, '..,;,' PROJECT NAME 11'41'.'� �, I � �, I � 'X� ( I Ai__� jolftlo_ CENTRAL PARK JOB O.: -70 , , � I � 11 � I � '' I I . 290 .11: ". _ I � :, 1.�:%,�. (�t) LOCATION OF AG120NOMIC SOIL TEST. SENIOR CENTER AND COMMUNITY CENTER I � ,�",�, , � � � � � .. I '1�1 � .,..",.:" '.� � .�, I "I I I '.., �,., .I:,. ( 11200 BASE LINE ROAD . I-4 :,* , 11,� �, I Vi.�Im m m m m m m m m m I m m m 0 0. , ,� , I- 11 -- 0 TREE FEEDE12 SYSTEM (82 TOTAL) S H EET TITLE DRAWN BY: CEH p QI."�. '. �. � � . � l.::.%"i #3 REP12ESENTS W.A.N.E. 3000 12" UNIT T12EE FEEDE12 SYSTEM BY WANE TREE 0:14 I . ,� 11 T17V _____ - :,,:.f- , '' 1, � , � , %, �5ffilzaoy * I . I I , .�� 7 0 1 ,�" :'': ", *� '. ,�:,,� %:,-,.''.�-'� '', �,I A r-"4-4 T-1 e-4-1...I I" Cl Y-1 r"" SYSTEM o (813) 961-1060. INSTALL PE12 CUP12ENT MANUFACTURER'S L4n�pe 100 CHECKED BY: LM I ', � SPECIFICATIONS. (WWW.WANE=-3000.COM) I /,�' I 1. . I � ,.,"., , -I U h N-th 3 h I PPROVED 7 I �b,'__, - � � - I� , : I I " , I : .,'�I V MA HLIN HE L5. 11 I I - �1:11 I� I '..I 1. ��. * I 11 � I , I A I .1.1. � �. . , 1 . ' i .1 t.�__ :I * - 1 � -' '% __ � : , I., -i;----- 1 . ,t 1 " � _ -I __ ... 114 ",, 1.� V 11-_� I .,� - A -4 I DATE: 07-21-03 ,�',"".,::�":: ". , , ;1 � .�, * .�, V.*,�%*,,,- I., .,,..;:��,,,,,,,1�,,,�'.-:- . � I , :2 ' �: , - ( , .� ,*"�� , ll I - " .. I , !-" "' ', - _________ - --- I � � I .11 I .� DATE COMMUNITY SERVICE DIRECTOR 14�. �I I FOR REFERENCE ONLY, EXCEPT FOR I "t,�,, . 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FALSE WEATHE12 507 41 10011%, -26 FOR PLANTING INSTALLATION NOTES 15 DETAIL SEE SHEET ?. �D) PHORMIUM TENAX 'DUET' S-8 I GAL. 906 7-011 O.C. NCN 7E] FE-1 ALL TREES Al2E TO HAVE STANDA12D FORM AND MATCHED SIZE/BRANCHING CHARACTERISTICS PER SPECIES. ESCALLONIANEWPORT DWARF' O.C. E S-9 I GAL. 31-0 60 NCN THE QUANTITIES SHOWN Al2E F01212EFERENCE AND BID COMPA121SON PU12POSE RJM DESIGN GROUP INC —1 L -1 L N/ ONLY. CONT12ACT012 IS RESPONSIBLE F012 CONDUCTING HIS OWN Al2EA LLLLL S FESTUCA OVINA 'GLAUCA' 11-01, O.C. TAKE-OFFS AND UNITS COUNTS. -10 BLUE=- FESCUE I GAL. 711 31591 CAMINO CAPISTRANO 1001%k SAN JUAN CAPISTRANO,CA 92675 ALL SHRUB AREAS (EXCEPT HYD120SEED AREAS) SHALL RECEIVE A -30 LAYE12 OF -WIA CAF12A 949-493-2600 FAX 949-493-2690 BARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. S-11 GRE 31-01, O.C. WWW.RJMDESIGNGROUP.COM LAVENDER STARFLOWER I GAL. 91 1200T BARRIER AS LABELED ON PLAN: S-12 HEMEROCALLIS HYBI21D 2'-0" O.C. CONSULTANT: 0 EVERGREEN DAYLILY I GAL. 604 RED FLOWEP A REPRESENTS INNER OUTE12 VENT SURROUND 1200T BARRIERS BY VILLA IM 0 LANDSCAPE PRODUCTS, INC. e (714) 630-3180. INSTALL AND CONST12UCT PE12 15 0 0 HELICTOT121CHON SEMPE12VI12ENS 2'-0" O.C. OU1212ENT MANUFACTURER'S SPECIFICATIONS. V -12 (TOTAL - 86 ROOT BARRIERS) it it 1, S-13 BLUE OAT GRASS I GAL. 90 SINGLE PIECE 180 X 70" F01215 GAL. HEMEROCALLIS HYBRID SINGLE PIECE 18' X 1080 FOR 24" BOX 78 S-14 EVERGREEN DAYLILY I GAL. 2'-0" O.C. SINGLE PIECE 180 X 156" FOR 36" BOX 764 012ANGE FLOWER y y y y y y y z z z 1�9 y y v y z z z z 2'-0" O.C. 25 7 VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS F012 CLA12ITY ONLY. \Nt JUNIPERUS CHINENSIS 'GOLD COAST' t4mr * I GAL. z z z S15 -12 CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. y y '7 -7 -7 -7 NCN 510 r3 4 y y LOCATION OF AG120NOMIC SOIL TEST. "k S-37 lky)1y, LANTANA MONTEVIDENSIS * I GAL. 4'-On O.C. 1�y 1k y 0 S-16 T12AILING LANTANA 90 T12EE FEEDER SYSTEM (82 TOTAL) Y/�y SUB CONSULTANT: REPRESENTS W.A.N.E. 3000 12" UNIT TREE FEEDE12 SYSTEM BY WANE T12EE LAVENDULA DENTATA SYSTEM o (813) 961-1060. INSTALL PE12 CU1212ENT MANUFACTURER'S y y S-17 FRENCH LAVENDER * I GAL. 349 31-01, O.C. SPECIFICATIONS. (WWW.WANE300O.COM) y y 2 y y LIGUST12UM JAPONICUM y/)kl y S-18 ESE P121VET * I GAL. 2'-6" O.C. JAPANE 880 /V ------ EXCEPT FOR y y /V FOR REFERENCE ONLY, y y A/ %S-19 L1121OPE SPICATA 'SILVER DRAGON' * I GAL. 11-On O.C. IRRIGATION SLEEVING. y1y1y y LILY TU12F 891 U@ y y A y A y m m m MEN y),y S-20 PELARGONIUM PELTATA * I GAL. 138 1'-6" O.C. 1 m X IVY GERANIUM x XX xx F— -NAX 'TOM THUMB' XX PHORMIUM TE I GAL. 2'-0" O.C. S-21 DWARF NEW ZEALAND FLAX 35 XX XX XX XX YX Xx YX S-22 PITTOSPORUM TOBIRA 'VARIEGATA` I GAL. 4'-0" O.C. YX >"< XX ' NCN 1852 >1 x YX XX 6 XX XX XX z >11< XX S-23 PHORMIUM T. MORTICIA' I GAL. 31-00 O.C. r F V-3 144 NCN 131 -GATA' 4 -24 PHORMIUM T. 'VARIE * I GAL, 31-0" O.C. NCN 294 Lu x x I L-L-1 I, N LE] V-1 XX XX XX S-25 RHAPHIOLEPIS INDICA 'BALLERINA' I GAL, 2'-6" O.C. -QtLLLLLLLLL— XX XX XX INDIA HAWTHORNE 133 -LLLLLLLLLLI XX XX -LLLLLLLLL XX 12HAPIOLEPIS INDICA 'CLARA' 31-01, O.C. -LLL, L EE 14 � XX S-26 INDIA HAWTHORNE I GAL. Ly 1155 LLL � XX XX -LL/-LLLL S-31 xx 6 WL XX RHAPHIOLEPIS INDICADANCER' EE E E E z XX XX S-27 I GAL. 3'-0" O.C. '-%S 4 INDIA HAWTHORNE I am"m �2 7 < XX XX XX 09 R E I 17- 5 XX XX XX -Sr V-2 >'� XX XX 120SA FLO121BUNDA 'MARMALADE SKIE 4 < XX XX XX S-28 ROSE I GAL. 63 3'-0" O.C. F- -34 XX XX XX E PLANT VINE ON THE OTHER < XX XX XX SIDE OF FENCE 5 XX >Z5 >Z� -29 ROSA MEIDILAND 'BONICA' I GAL. 31-00 O.C. 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MEIDILAND ROSE 43 lamftl 01 '% L Q EE) 7 P P P P P z Ell p p p p p p 120SA MEIDILANDSEVILLANA' I GAL. 3�-O` O.C. -1 L �2 S-33 ROSEMARY 47 -L p p p C) T. u EE S-34 120SMA12INUS OFFICINALIS "COLLINGWOOD INGRAM' 3"0" 0-0- �j 41 ROSEMARY Ip p p p I GAL. 252 -LL 10:2 -L L EE z IP p SANTOLINA CHAMAECYPA12ISSUS I GAL. 3-'0" O.C. -LL S-35 LAVENDE12 COTTON 163 -LL p p < W --L E)' xxxxxxxxxxx < -LL x x x x x x TULBAGHIA VIOLACEA W UJ x x x x x S-36 1'-6" O.C. x S -TY GARLIC -LL OCIE I GAL. 360 k*.0; u. -LL p p p EE -S TRACHELOSPERMUM JASMINOIDE -6" O.C. 5 p p p S-37 1' 0 Idor 19 84 r45 STAR JASMINE I GAL. 12026 X-11 I I mmm) -35 s-/ r VIBU12NUM TINUS 'DWARF' E ��2�4 uj S-38 LAURISTINUS I GAL. 18 3'-0" O.C. u-, I L�, 'I I EE GARDENIA J. KLEIM'S HARDY' EE EE �E E EE �E E EE E E EE tE E EE =E E EE EE EE EE EE E% p p V-3 S-39 NCN I GAL. 75 2'-6" O.C. 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AS C THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE -DS CA P,6 WWI WOOO INITIAL DATE V NJ L I DRAWN CHECKED C-1) r.3 c) C) NAME DATE Signature 5/31/2005, LICENSE NUMBER FILE Renewal Date CITY OF RANCHO CUCAMONGA Date o�) OF . ....................... PROJECT NAME CENTRALPARK 16 m I JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD XX XX XX >' >z< XX XX )z< XX /\Z< XX >�( >z< >z< >�< XX XX SHEET TITLE DRAWN BY: CEH V. X >z< XX MATCHLINE SEE SHEET L5.2 >z< >�( X� )z< x >z< >z< )z< >Z�- X�< >z< 1�� \1X CHECKED BY: LM APP! DATE: 07-21-03 DATE COMMUNIASERVICE DIRECTOR SHEET: APPROVED SHEE4�� 01`�� KEYMAP DRAWING OF L5, 1 I A J/ NO. NTS DATE RCE NO. C �GINEER OIL%, P—Al 0 �7 :H! ,77Yy . . . . . � I . I 1. I I I I I . I . 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I - - - - L3 . . � - % / (TOTAL = 86 1200T BARRIERS) il" � . : le�_X-�z,�2, �,,-i",.-P - E - C*40 - i 71 /�.,, I �, i�,< \tt��,i,; (n e - _,��__ �:: El E: 11 . . I I 11 . 1 . I � 1 . 1 . I � � � � � � / - - _,_1_______� - I I ; ": _-Z I r - , M 17 � � _ /. , ./' ' , - � UP . . . . . . i � I ' , _4�__�7 11 - - - , C Y . � . I I . . I . . � 11 � . � I � . . . . � � I � I I I I . . � � � I � I "'y I . I - � - � i SINGLE PIECE 18" X 70w F01215 GAL. 11 �,__' `�- il �, - 1_�, , , /. . . . . / � I - — ;51111�1 z � � � I __ C :� D 0 0 "' � � . � � � I : , : : : , , * " I . � . . I � . � � I � . . . . . . . � . � I � � . � � � � �/. 4 � � � ' j �1_ I ,<-, -"'��z, I i ,& i � � ,_ , -11 I N, i i ylll§�,�� -11,-.11 � \L! -L' " Z, � I . / j � ,'�`,---- C 0 I_- M � _ 1� �` - - � �_�Y � � � A /-- _/ \ SINGLE PIECE 18" X 108' F012 24, BOX i -�-r W , - i A � �t'n,�,-,�r,-@,- n" �iv,!",� -do - Cm - D _ _ 71 � . . I . � I � I . I � � � � I � I . I � . I I � . . I I . . . � I � � . I I � I . I . � � . 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A � . - � . 1 - 1 . � . - - I __ 2___1 — I - 1 I � . . - __ff_,,�_ 1-1 t _ _ _ - cc 0 ZIMO ,Z�, � "' (__� IRRIGATION SLEEVR . - :1 . I : , � I I z . � is I I _1< � t -%--- Z] - I "I I --- - i � - - - :2 0 j 3 U_ JLO C �_ I .,r,,.. . 1. I I f A \-,,, — , 771-- 1 1 1 i ,j � i - �% j v__ - � E ! ! I . � C 1:1 _� z; �': C� -� - _0 0 C C _ 1 :1 0 C ��_4_�17 cl�, - � -1 I - � �� 1 � --ff--"_�_ I � I I I . � I- I i i i i I -------- \ 1-1 � ____� _;:_� , I GRO/DRAIN � 11 - - � 9_2- I I � � '! � I I � I . I I,___4��_,—jk I I'L4 K I _1 I �� 0 :� _', - - _ 0 :3 M � `0 0 M "7 C O C :: :: 0 M O ` 0 0 1 ,I - I I �� - I �_ - I � I I - - - I 'I / � TREE & I 0 _o co :1 _ _ cc El ,I, - .41 1 � I � . — , , , — - r—____�_j ,_` Iz: 7- _ _ M C - - 11% � . 7*___k_ - %_1 %11 /�'/� - � TRAFFIC . I - 0 �,X I � � � . . 1 . . ,,/ : � : : . . . . . . - � , � . ". � , f TLRF LEGEND - _ _ _ _ - � . . . . .. . . . . . . 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PE - I - - - - - I--, - � __ ____1 ., a I ;�_____u 0��_ O_ M.--------I - 0��n Ij :;.��m C.r,,�_ 0 7..��_ C::,;-.��-_ C;__==;=-7j o ZLZZ��M ,11 - I __- I - — — -------� ___ - - ;; I/ I I I - — � 0�` ________- _ ' n " - _ _ - - —7::4_7— , ---------- _---- , _v -1 - � _ _ _ _ _ — I __j ; r- / THESE PLANS WERE PREPARED BY: FOR PRIVATE USE A C' � 11 - 110 i - — — I I I — — 7 0 HYDROSEED LEGEND REVISION;a,<___�_ DATE - - — 0 0 0 — I � ,�� C 4,0e I -",_ � I - - ___ - - __ 0 -,jl I I ", L 0 0 0 0 0 --------7- -16— 0 -- , - .X%r� C : 0 0 � I _ _ _ _ __!� r)r�� _�:::��__O_ ��: I / � , 11 �� -, / INITIAL DATE 0 - . ,c I I a v a 00mmom a x n OffnNow s a a asssmw� L_��____%;�� il - \1 AG / A-,� amn� a--s m 4moommm 8 a a a _I=___v__s a 4mmmmom I It. 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Pi sm, REFER TO SHEET L1.12 0 Pi )IVY 0 ORCHARD/SLOPE AREA 413 SAVE12 FESCUE BLEND BY AGRONO-TEC-TEC SEED CO. FM RJM DESIGN GROUP INC. -<j 31591 CAMINO CAPISTRANO . . . . . . . . . . . . . . 7� fo'' SAN JUAN CAPISTRANO,CA 92675 -493-2600 FAX 949-493-2690 4 M V s . . . . . . . . . . WWW.RJMDESIGNGROUP.COM 0 "EFE"O" T F T' 'E Tpm"'EE LE0""'r=Np04. CONSULTANT: Pi NOTES ...... ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. . . . . . . . . . . . . . . . . . . . . . . 1p, LS NSTALLATION NOTES E DETAIL SEE SHEET ?. 0 F012 PLANTING I -S Al2E TO HAVE STANDARD F012M AND MATCHED SIZE/BRANCHING ALL TREE Pi CHAl2ACTE121STICS PE12 SPECIES. H T GUANTITIES SHOWN Al2E F01212EFERENCE AND BID COMPA121SON PURPOSE E ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA TAKE-OFFS AND UNITS COUNTS. 0 SUB CONSULTANT: ALL SHRUB Al2EAS (EXCEPT HYDROSEED AREAS) SHALL RECEIVE A 3" LAYE12 OF 0 BARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. 0 1200T BA12PIER AS LABELED ON PLAN: . . . . . . . . . . . s- . . . . . . . . . . . . . . 12EP12ESENTS INNE12 OUTER VENT SU1212OUND 1200T BA12PIE12S BY VILLA LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONSTRUCT PER 0 0 CURRENT MANUFACTURER'S SPECIFICATIONS. (TOTAL 861200T BARRIERS) SINGLE PIECE 18" X 70" F01215 GAL. s. . . SINGLE PIECE 18w X 108m F012 24" BOX SINGLE PIECE 18w X 156" FOR 36w BOX F\\-* Pi -7 VINES Al2E SHOWN OUTSIDE OF PLANTABLE AREAS F012 CLA12ITY ONLY. f CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANITABLE AREAS. A, LOCATION OF AGRONOMIC SOIL TEST. . . . . . . . . . . . . . . . . . . . . . . Pi TREE FEEDER SYSTEM (82 TOTAL) =Ae REPRESENTS W.A.N.E. 3000 12" UNIT TREE FEEDE12 SYSTEM BY WANE TREE Pi *3 De SYSTEM (813) 961-1060. 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PLAN JL Z%Lj 2 -- - - --rU U, ---z 1:1, 7p U 7 z :3 _r 3 U U :7ipc U U _V U 2 - z z THESE PLANS WERE PREPARED BY: FOR PRIVATE USE - - - REVISIONS DATE 2 0 z r- C: m - - - C INITIAL ATE 0 z DRAWN L' L 0 ----------- LT 3 T:j _puc P U,-- zi DATE 0 Li Dj L_ 7� LICENSE NUMBER 5 - z p U__ NAME M 0 PU- zp - - A _p z FILE Renewal Dat1_ C 0 2 :j Ln z 0 :1 :2 C: T F RA Date IT%/ - - - - - - - - - - C PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD z C r- 2 - - - - - - - - - - - - - - - - - - SHEET TITLE DRAWN BY: CEH Tj VAI V tr- CHE CKED BY: LM K'N E 0 0 n G N LIMIT OF WO N LIMIT OF Wukl< DATE COMMUNA SERVICE DIRECTOR 04 APPROVED SHEET: SHEET OF D r-%A-S-F A r-"' RAWING L15 3 ---LINE NO. F D TE RCE NO. UVENGINEER Ranch Cucamonga Central 10ark 291070/29070-Cr,! ------------------------ --------------------- C4 sum t...ENTRAL 0 Ct NONE MATCHLINE SEE SHEET L,5.�# sl MATCHLINE SEE SHEET NONE LINE FAA k� '1-1- 1 - - 1 , \ . I 1 . 1k, . 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FOR CITY USE ONLY 0 - M M � C - .. .... . .. G-1 MARATHON 11 FESCUE HYDROSEED PLANT REVISIONS Z� C C El 0 � C 0 .. ...... ... PER SPECS. . . . . . . . . . DATE DESCRIPTION APPROVED - - - - - - INITIAL DATE -7 133';Q. . . TITLE: ir Ps lk= STREET WATER/SEWER HYDROSEED LEGEND L s -4. . . . . . . . . . 0 L 2, :C' GRO/DRAIN TREE & CHANNEL AREA-NON IRRIGATED MIX Z� 0 0 0 :3 C -7 C . . . . . . 0 0 TRAFFIC 101 . . . . . . 0 C C 0 M M FINAL CHECK GROUNDCOVER C I M P.L.S. Ps . . . . . . ZID0001--io N, 0 C -- C C LBS/ACRE SPECIES 0 0 z El 0 0 z 0 C E 2 WW Ps AS CONST. PLAN 6 BROMUS CA12INATUS 3 ESCHSCHOLZIA CALIF012NICA -—- - - - - THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE 4 LOTUS PU12SHIANUS CA P,6 INITIAL DATE 8 LOTUS SCOPARIUS DRAWN --75- -5-- 4 LUPINUS BICOLOR z . . . . 6 LUPINUS SUCCULENTES rj�� T CHECKED D LIMIT OF VVOQK 10 E1210GO12NUM FASCICULATUM 0 --4 0 NAME DATE Signature 6 NASSELLA PULCH12A k- ................ 5/31/2005 7- LICENSE NUMIER FILE Renewal Date 7 Lp ";c- ,A r B%A I Date SE LINE CITY "� F RANCHO CUCAMONGA U OF CA\ \\ PROJECT NAME CENTRALPARK ORCHARD/SLOPE AREA SENIOR CENTER AND COMMUNITY CENTER -70 SAVE12 FESCUE BLEND BY AGRONO-TE=-C-TEC SEED CO. NE 11200 BASE LINE ROAD n 0 0 SHEET TITLE DRAWN BY: CEH 01 00^ A oep CHECKED BY: LM DATE: 07-21-03 F(D"'R THE T12EE LEG�END, 12EFE12 To""' 716 0%, O'HEET L5,12, DATE =U SERVICE DIRECTOR APPROVED SHEET OF SHEET: DRAWING OF L L0/1-1v01111�a--&41 NO. ' iER DATE RCE NO. CIO�NGIN Ranch Cucamonga Central Pairk 29070/29070-Ccil TREE LEGEND -W-91 r-FRAL C4 BOTANICAL NAME COMMONNAME SIZE OTY. REMARKS 1'711 c," /Z CEDRUS DEODARA X-N, �A, �OA, �c Z � N- % A' X 4-5' CD DEODAR CEDAR IV 0 % - N N- CINNAMOMUM CAMPHORA . . . . . . k:,� 15 GAL. 45 9-11' X 4-5' STD MATCHLINE SEE SHEET L5. 18 C-Nz-�� -� --- -',' :5 C, -:1, 'z: 1 , 0 0 15 GAL. 20 8 R 'IV -- --, sm, ct z mak ci CAMPHO12 TREE 0 N j C �v ITALIAN D L\ SS CYPRE v /A CUPRESSUS SEMPE12VIRENS 15 GAL. 41 8-10, on :34 -v - - - . . . . . . . . . . F q E-2 - AE z! 0 s A t p 7 n i I A- , C C 2 j I E:� c o" r C zi \,C Z� t)p Z2 n X N A E�, j 2�Do - :1 zy, El El C 01,- GINKGO BILOBA 'SARATOGA' ic r A NAGAMI KUMOUAT R FORTUNELLA NAGAMI 15 GAL. 31 9-10' X 3-4' STD 0, > 15 GAL. 6 8-10' X 3-4' STD RANCHO CUCAMONGA GB :1 C C. . .. . . . 1p. . . . . . . . . . . . C E: - - D -_ MAIDENHAIR TREE sm , . . . . . . 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GOLDEN PAIN TREE 'pi 31591 CAMINO CAPISTRANO -1 HYBRID LAGE12STROEMIA X FAURIE 15 GAL. 10 9-10' X 3-4STD Pi SAN JUAN CAPISTRANO,CA 92675 A C C :1 0 "TUSCARORA' C12APE MY12TLE 949-493-2600 FAX 949-493-2690 L 1 0 WWW.RJMDESIGNGROUP.COM M� Pi LIQUIDAMBAR STY12ACIFLUA 'PALO ALTO' 15 GAL. 34 10-12' X 3-4' STD 0 LS C: LIOUIDAMBA12 CONSULTANT: 11 v D I I L" v LIRIODENDRON TULIPIFERA 9-10' X 4-5' STD 15 GAL. 11 LT TULIP TREE Pi C Pi 0 W Pi MELALEUCA QUINQUENERVIA 7-9' X 3-4' MULTI 15 GAL. 20 . . . . . . . . . . r ME 0 CAJEPUT TREE 0 T: OLEA EUROPEA 'SWAN HILL' 5 8-10' X 6-7 MULTI Pi 36" BOX ------- OE 0 Pi SWAN HILL OLIVE PHOENIX DACTYLIFERA Pi 40 DIAMOND CUT 18' B.T. TE PALM DA Pi t 0 PINUS COULTERI 15 GAL. 9 8-10' X 4-5' SUB CONSULTANT: Pi PC COULTER PINE p . . . . . . PINUS ELDA121CA 15 GAL. 6 8-10' X 3-4' 0 . . . . . . . . MONDELL PINE I -i C 0 R Pi PISTACIA CHINENSIS -11' X 4-5' 120 9 0 Pi CHINESE PISTACHE 15 GAL. r 0 1 :3 PITTOSPORUM UNDULATUM 8-10' X 3-4' STD c 15 GAL. 195 0 PU MATCHING 0 PLATANUS 12ACEMOSA 60 -12' X 4-5' STD PR 15 GAL. 10 . . . . . . CALIF012NIA SYCAMORE T, r"%T 0 12ACILIOR PODOCAPPUS G 15 GAL. 11 9-10' X 3-4' STD PG FE12N PINE 0 s PRUNUS SERRULATA 'KWANZAN' 15 GAL. 23 -11' X 4-5' STD . . . . . . . . . . . 9 -12PY . . . . . . JAPANESE FLOWERING CHE 0 -d Pi V . . . PYRUS KAWAKAMI 0 15 GAL. 7 9-11' X 3-4' STD PK 3 EVE12GREEN PEAR Ce QUERCUS AG121FOLIA 19 8-10' X 3-4' STD Uj \ . . . . . QA 36 BOX OAK COAST LIVE A�L p -mR QUERCUS COCCINEA PR : : 15 GAL. 6 -4' 11 1 QC 10-12' X 3 -T OAK IN how r QUERCUS LOBATA -10' X 3-4' 15 GAL. 3 SCARLE LU 8 IL . . . . . . . . VALLEY OAK 1DT QL SCHINUS MOLLE= 58 6-7 X 4-5' MULTI Z SM z 15 GAL. 0 �j 17- D, 2 CALIFORNIA PEPPER -N TRUMPET TREE --.&Sao -B El, TABE UIA CHRYSOTRICHA 15 GAL. 2 9-10' X 3-4' STD 7- Uj TI . . . 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NAME 5/31/200,1 LBS/ACRE SPECIES =T.BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEr p I LICENSE NUMBER FILE Renewal Date 6 B120MUS CARNATUS 1200T BA12121ER AS LABELED ON PLAN: -p C H C C A M N A /z, CITY '"k F `Ak U U ESCHSCHOLZIA CALIFORNICA C 4 LOTUS PURSHIANUS 12EPRESENTS INNE12 OUTE12 VENT SURROUND 1200T BARRIERS BY VILLA LANDSCAPE PRODUCTS, INC. e (714) 630 3180. INSTALL AND CONSTRUCT PER 2: ,z: 3j ER'S SPECH=ICATICNS. PROJECT NAME CENTRALPARK CURRENT MANUFACTUR LOTUS SCOPARIUS OB NO.: 290-70 + (TOTAL 86 1200T BARRIERS) SENIOR CENTER AND COMMUNITY CENTER 'PU tn LUPINUS BICOLOR p uc 4 F012 15 GAL. 11200 BASE LINE ROAD 6 LUPINUS SUCCULENTES SINGLE PIECE 18" X 700 CEH SINGLE PIEC moo S H EET TITLE DRAWN BY: ERIOGORNUM FASCICULATUM 10 - 18' X 156 F012 36" BOX E 181, X 1081, F012 24" BOX SINGLE PIECE: NASSELLA PULCH12A 6 CHECKED BY: LM VINES ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. 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LBS/ACRE SPECIES 6 B120MUS CA12INATUS ESCHSCHOLZIA CALIFORNICA 4 LOTUS PURSHIANUS fit 8 LOTUS SCOPA121US RJM DESIGN GROUP INC. 4 LUPINUS BICOLOR 31591 CAMINO CAPISTRANO 6 LUPINUS SUCCULENTES 10 ERIOGORNUM FASCICULATUM SAN JUAN CAPISTRANO,CA 92675 A", 949-493-2600 FAX 949-493-2690 6 NASSELLA PULCH12A WWW.RJMDESIGNGROUP.COM LTANT: CONSU CROWA12D/SLOPE Al2EA SAVER FESCUE BLEND BY AGRONO-TEC-TEC SEED CO. 0 13 :1 D 0 E: 0 X/ it SUB CONSULTANT. IN, Z /Ji W All . z� Lu 7- N 1\% F— x Jl/ W MEMO z ==I ==A :3o a -.d 44 U qr j .90000 at 0 J40OWN U. 5 CbN, Lu"A. 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ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. ......."'............. G-1 MARATHON 11 FESCUE HYDROSEED PLANT BOTANICAL NAME -0 0 ..... .....I I PER SPECS. 003 ""o F-02 PLANTING INSTALLATION NOTES E DETAIL SEE SWEET ?. ..... ..I.. . � -------i COMMONNAME SIZE OTY. 12EMA12KS - mokko ;z 0 HYD120SEED LEGEND CEDRUS DEODARA * 15 GAL. 20 8-11' X 4-5' 'I to^o'N ALL T12EF-S Al2EE TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING ---- CD Nook, S PE12 SPECIES. CHANNEL AREA-NON RRIGATED MIX ci CINNAMOMUM CAMPHORA * 15 GAL. 45 9-11' X 4-5' STD 14 0 0 P.Al -- THE QUANTITIES SHOWN Al2E F01212EFE12ENCE AND BID COMPA121SON PU12POSE — CAMPP012 TREE L G) ONLY. CONT12ACTOR IS RESPONSIBLE F012 CONDUCTING HIS OWN Al2EA P.L.S. ------ I � - TAKE-OFFS AND UNITS COUNTS. LBS/ACRE SPECIES cs CUPRESSUS SEMPERVIRENS * 15 GAL. 41 8-10, 10011%� ITALIAN CYPRESS (o ALL SH12UB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3- LAYE12 OF 6 B120MUS CA12INATUS lrll'-� "v1% . BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. 3 ESCHSCHOLZIA CALIF012NICA FORTUNELLA NAGAMI * 15 GAL. 31 9-10, X 3-4' STD r -r'% -w" .*-N, 4 LOTUS PU12SHIANUS UO NAGAMI KUMQUAT .1 m A 1K & ( 1---�, .t) 1200T BA12PIE12 AS LABELED ON PLANt 8 LOTUS SCOPA121US GINKGO BILOBA 'SARATOGA' * 15 GAL. 6 8-10' X 3-4' STD RANCHO CUCAMONGA *1 REP12ESENTS INNE12 OUTE12 VENT SU12ROUND 1200T BAR12IE12S BY VILLA 4 LUPINUS BICOLOR GB I .-a 1� LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PER MAIDENHAIR TREE --1 CUR12ENT MANUFACTURER'S SPECIFICATIONS. 6 LUPINUS SUCCULENTES * �� (TOTAL - 861200T BARRIERS) 10 E1210GO12NUM FASCICULATUM HF HYMENOSPORUM FLAVUM 15 GAL. 2 9-10' X 3-4' STD - SINGLE PIECE 18" X 70" F01215 GAL. 6 NASSELLA PULCHRA SWEETSHADE SINGLE PIECE 18w X 108" FOR 24" BOX JA * I SINGLE PIECE 18" X 156" F012 36' BOX I JACARANDA MIMOSIFOLIA 15 GAL. 2 9-11' X 4-5' STD I VINES Al2E SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. I NCN 0 CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. 012CHA2D/SLOPE Al2EA ic JUGLANS CALIF012NICA * 15 GAL. 10 9-11' X 4-5' STD e --� 10� CALIFORNIA BLACK WALNUT ------ I AIII �t) LOCATION OF AGRONOMIC SOIL TEST. - BLEND BY AGRONO-TEC-TEC SEED CO. .-� ---- I Z 0 c� 0 0 , 3 c� SAVER FESCUE * i` -----�r---- 100"%, C I I KP KOELREUTERIA PANICULATA 15 GAL. 18 9-11' X 4-5' STD Rim DESIGN GROUP INC. � - � P11 (2) T12EE FEEDE12 SYSTEM (82 TOTAL) 12 GOLDEN RAIN TREE 1 31591 CAMINO CAPISTRANO "' �� I � � 1, *3 12EP12ESENTS W.A.N.E. 3000 12' UNIT T12EE FEEDER SYSTEM BY WANE T EE I �Ii � ;A il, 'i � : i 1� � SAN JUAN CAPISTRANO,CA 92675 I LAGERSTROEMIA X FAURIEI HYBRID * � i � I SYSTEM o (813) 961-1060. INSTALL PER CU1212ENT MANUFACTURER'S, I E � �11 u ? A - 15 GAL. 10 9-10' X 3-4" STD 949-493-2600 FAX 949-493-2690 1 i i I I I i �, I "' x I H SPECIFICATIONS. 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I - I I - - - � - I - I I � - � F I I [G- I I I I �a,, � � = Ts ,- 0 � 1"o"I", IF I J, �, � �-- H I i H . I �� - I, 1�—�l -� X-- t 1 7� . � . . � I . . I I I I ------------------—---------------------- qzr, C*) PLATANUS 12ACEMOSA NOTES ""RAL PR kA 15 GAL. 60 10-12' X 4-5STD CALIFORNIA SYCAM012E TREE LEGEND awl ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. BOTANICAL NAME PODOCARPUS GRACIL1012 PG 15 GAL. 11 3 7 0 9-10' X 3-4' STD COMMONNAME SIZE QTY. -REMARKS FOR PLANTING INSTALLATION NOTES Z DEETAIL SEE SHEET ?. FERN PINE mahko CEDRUS DEODARA PS PRUNUS SER12ULATA 'KWANZAN' CD DEODAR CEDA12 15 GAL. 20 8-11' X 4-5' ALL T12EES ARE TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING JAPANESE FLOWERING CHERRY 15 GAL. 23 9-11' X 4-5' STD ---�� Q CHARACTERISTICS PE12 SPECIES. PYRUS KAWAKAMI C1 CINNAMOMUM CAMPHORA 15 GAL. 45 9-11' X 4-5' STID THE QUANTITIES SHOWN Al2E FORREFERENCE AND BID COMPARISON PU12POSE PK 15 GAL. 7 9-11' X 3-4' STD CAMPHOR TREE ONLY. CONTRACTOR IS RESPONSIBLE F012 CONDUCTING HIS OWN AREA LN 0 0 1 Fj EVERGREEN PEA12 TAKE-OFFS AND UNITS COUNTS. QUE12CUS AGRIFOLIA Cs CUP12ESSUS SEMPERVIRENS 15 GAL. 41 8-10, ALL SH12UB AREAS (EXCEPT HYDROSEED AREAS) SHALL RECEIVE A 3" LAYER OF QA COAST LIVE OAK 36" BOX 19 8-10' X 3-4' STD ------ ITALIAN CYPRESS BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. 11 FORTUNELLA NAGAMI A QC OUE12CUS COCCINEA 15 GAL. 6 NAGAMI KUMQUAT D ROOT BARRIER AS LABELED ON PLAN: A SCA12LET OAK 15 GAL. 31 9-10' X 3-4' ST p R 10-12' X 3-4' UO GINKGO BILOBA 'SARATOGA' REP12ESENTS INNER OUTE12 VENT SUP12OUND 1200T BA12PIERS BY VILLA RANCHO CUCAMONGA GB 15 GAL. 6 8-10' X 3-4STD LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PER QL GUE12CUS LOBATA 15 GAL. 3 8-10' X 3-4' MAIDENHAIR TREE CU1212ENT MANUFACTURER'S SPECIFICATIONS. VALLEY OAK (TOTAL - 861200T BARRIERS) SCHINUS MOLLE HYMENOSPORUM FLAVUM 15 GAL. 2 9-10' X 3-4' STD SINGLE PIECE 18" X 70" F01215 GAL. sm CALIF012NIA PEPPER 15 GAL. 58 6-7 X 4-5' MULTI HF SWEETSHADE SINGLE PIECE 18" X 108' FOR 24m BOX SINGLE PIECE 18" X 156m FOR 36" BOX JA JACA12ANDA MIMOSIFOLIA TABEBUIA CHRYSOTRICHA 15 GAL. 2 9-11' X 4-5' STID TI GOLDEN TRUMPET TREE 15 GAL. 2 9-10' X 3-4STD NCN VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS F012 CLA12ITY ONLY. CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. ic JUGLANS CALIFORNICA, 15 GAL. 10 9-11' X 4-5' STD TIPUANA TIPU TT 15 GAL. 10 9-11' X 4-5' CALIF012NIA BLACK WALNUT CATION OF AG120NOMIC SOIL TEST. C> TIPUANA @ Lo KOELREUTERIA PANICULATA EM (82 TOTAL) (2) T12EE FEEDER SYSTE RJM DESIGN GROUP INC. ULMUS PA12VIFLO12A 'TRUE GREEN' 15 GAL. 30 9-11, X 3-4f KP GOLDE 15 GAL. 18 9-11' X 4-5' STD UP T12UEGREEN ELM N PAIN TREE *3 REPRESENTS W.A.N.E. 3000 12" UNIT T12EE FEEDER SYSTEM BY WANE TREE 00 Nx 31591 CAMINO CAPISTRANO SYSTEM o (813) 961-1060. INSTALL PE12 CU1212ENT MANUFACTURER'S SPECIFICATIONS. (WWW.WANE3000.00M) SAN JUAN CAPISTRANO,CA 92 75 LAGE12STROEMIA X FAURIEI HYBRIC WASHINGTONIA ROBUSTA A 15 GAL. 10 9-10' X 3-4' STD 949-493-2600 FAX 949-493-2690 MEXICAN FAN PALM I& B.T. 306 SKINNED 'TUSCARORA' C2APE MYRTLE --ft--i WWW.RJMDESIGNGROUP.COM roe% LS STD FOR REFERENCE ONLY, EXCEPT FOR CONSULTANT: LIQUIDAMBA12 STYRACIFLUA 'PALO ALTO' 15 GAL. 34 10-12' X 3-4' LIQUIDAMBAR BID ALT. A7 UPSIZE 15 GALLON TO 24" BOX TREES. IRRIGATION SLEEVING. LIPIODEND12ON TULIPIFERA -10, X 4-5' STD LT 15 GAL. 11 9 TULIP TREE BID ALT. U8 UPSIZE 181 BT WASHINGTONIA ROBILISTA TO 201 BT. MELALEUCA GUINQUENERVIA ME -PUT TREE 15 GAL. 20 7-9' X 3-4' MULTI CAJE 0, TLRF LEGEND -UPOPEA 'SWAN HILL' OLEA E 36" BOX 5 8-10' X 6-7 MULTI OE T_r—T_r 1-1 SWAN HILL OLIVE GI MARATHON 11 FESCUE HYDROSEED PLANT PER SPECS. PHOENIX DACTYLIFERA I& B.T. 40 DIAMOND CUT DATE PALM -HYD120SEED LEGEND -RI IK, SUB CONSULTANT: PINUS COULTE -10' X 4-5' PC 15 GAL. 9 8 U CHAMEL AIZEA-NON IRRIGATED MIX COULTER PINE k, PE PINUS ELDARICA 15 GAL. 6 8-10' X 3-4' P.L.S. MONDELL PINE U LBS/ACRE SPECIES N 6 BROMUS CARINATUS PI PISTACIA CHINENSIS 15 GAL. 120 9-11' X 4-5' CHINESE PISTACHE 3 ESCHSCHOLZIA CALIFORNICA PITTOSPORUM UNDULATUM 4 LOTUS PURSHIANUS PU 15 GAL. 195 8-10' X 3-4' STD PITTOSPORUM MATCHING 8 LOTUS SCOPARIUS 4 LUPINUS BICOLOR \N 6 LUPINUS SUCCULENTES 10 E210GORNUM FASCICULATUM 6 NASSELLA PULCHRA X\ 01204ARD/SLOPE Al2EA SAVER FESCUE BLEND BY AG120NO-TEC-TEC SEED CO. CL Uj LIMIT OF VV01;?-K----- ..... 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REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TRAFFIC TREE & FINAL CHECK GROUNDCOVER R/W PLAN AS CONST, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE DATE REVISIONS CAP INITIAL DATE ;1:\il: �F S) J\NG Ll DRAWN 0 10 20 40 CHECKED �;ICE) NAME DATE Signature ix 5/31/2005 LICENSE NUMBER FILE Henewal Date CITY OF RANCHO CUCAMONGA Date Of- CA\_0" PROJECT NAME CENTRALPARK _51 JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD p -4 DRAWN BY: CEH 4 SHEET TITLE "N, 50� 'A CHECKED BY: LM APPROVED & Y ,V DATE: 07-21-03 DAE COMMqWli7Y iERVICE DIRECTOR z,- t APPROVED __1 SHEET: KEYMAP SHEET 2f, 0 (INTS) DRAWING OF L5, 1 9 vo_,�Zr ��j I / NO. E RCE NO. Y E�GINEER Ranch Cucamonga Central Park 29070129070-Cc-1 ",UOE UME EE ---------- CENTRAL 101 IN, MEMO TLQF LEGEND Y A R K .. .. .... .. . -SCUE HYD120SE-ED G-1 MA12ATHON 11 FE PLANT RANCHO CUCAMONGA PER SPECS. 14YDIZOSEED LEGEND CHANNEL Al2EA—NON MIGATED MIX A P.L.S. LBS/ACQE SPECIES 6 B120MUS CARINATUS ESCHSCHOLZIA CALIFORNICA kn 4 LOTUS PU12SHIANUS RJM DESIGN GROUP INC. 8 LOTUS SCOPARIUS 31591 CAMINO CAPISTRANO f 4 LUPINUS BICOLOR SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 6 LUPINUS SUCCULENTES if WWW.RJMDESIGNGROUP.COM r 10 E1210GO12NUM FASCICULATUM 6 NASSELLA PULCHRA CONSULTANT: f 012CHARD/SLOPE Al2EA 00000OLD D Ei 5 -ED CO. SAVER FESCUE BLEND BY AG20NO-TEC-TEC SE if U SUB CONSULTANT: \N, % 6 411 Ni N Z-1 k, /IF 11'It A N, i ig I it Ni \it LU A F- M `,A ti z LU Loo'o goo 10000" zi 91 > F- f X 'x X -------- Ix, us Ar it it \\1 -- Uj \Woolf 9 Ilk % 1 4 Nii WE 49:;;Ift z /001, .0001� Cie U, 00000' IL z I LL MMMOW OF, 41 Age. JOSE -1% I if N\ LU Qz- I-N r- No.%24953 J/ 0j. ;0000, Exp.jl/],�/ k C V1 �F N/ f UWj if it 0001- % '0� J 000 Nu ry J, 1,000, "A T T t"I T T MA 1 UriLINE Nhh L5. I MAI k-11rILINh Nhh 3nEh'I L5. 16 KEYMAP (NTS) 11 loop 6�A REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TREE & TRAFFIC FINAL CHECK 'r-*'C E R " ROUNU UV RIV A ?, I PLA N AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE \ OD S CA PF Ll DRAWN Z), CHECKED C-) -.i C-) NAME DATE Signature --tx 5/31/2005 LICENSE NUMBER FILE Renewal Date r% A C A M eN CITY UFKAN(..NU CU A U No(3%A OF CA�0 PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH CHECKED BY: LM APPRqVED 0 10 20 40 r - DATE: 07-21-03 DATE COMMUNITY SiVICE DIRECTOR APPROVED SHEET: SHEET OF DRAWING NO. OF 'L' 5,20 DATE RCE NO. CITY ENGINEER Ranch Cucamonga Cent-al Park 29070/29070-Cd "E IF 1E ?s -d< ------------------------------ ---------------- Cott 'ENTRAL %4i NONE N, TLJRF LEGEND 0--000 NONE .. .. .. .. .. . -1 M G ARATHON 11 FESCUE HYDROSEED PLANT .. .. .. .. .. . PER SPECS. ... . .... .. . 100or LINE FAA Z' -14YDIZOSEED LEGEND 'NN CHANNEL AREA-NON IRRIGATED MIX -WIT, R P.L.S. % LBS/ACRE SPECIES RANCHO CUCAMONGA 6 BROMUS CARINATUS 134n, 3 ESCHSCHOLZIA CALIFORNICA 4 LOTUS PURSHIANUS 8 LOTUS SCOPARIUS 4 LUPINUS BICOLOR If X 6 LUPINUS SUCCULENTES 1Q, 10 ERIOGORNUM FASCICULATUM vqo�� 6 NASSELLA PULCHRA NA\ I RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO ORCHARD/SLOPE Al2EA SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM SAVER FESCUE BLEND BY AGRONO-TEC-TEC SEED CO. '0000e CONSULTANT: 1.000e -/z Z' '00e 40 SUB CONSULTANT: 00, N, .0 Uj -ddppl LU cb goo F— U ----------- 4IZZ A"n,33 IN amp Ir 0 lk lk LJ -dO VA -ddp— N —d 100e /Z ------- Uj U. 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N� C% HYD12QS EED LEGEND it 014ANNEL AREA-NON IRRIGATED MIX P.L.S. —N LBS/ACRE SPECIES Nl/ 6 B120MUS CA12INATUS If 3 ESCHSCHOLZIA CALIF012NICA 4 LOTUS PU12SHIANUS 8 LOTUS SCOPA121US RANCHO CUCAMONGA N N, 4 LUPINUS BICOLOR 6 LUPINUS SUCCULENTES N\ 10 E1210GORNUM FASCICULATUM L/Ml f, f NASSELLA PULCH12A 6 Z�11-f, op:yV0 f N i IN N" ORCHARD/SLOPE Al2EA f\-- IN Nil it SAVE12 FESCUE BLEND BY AG120NO-TEC-TEC SEED CO. R DESIGN GROUP INC. /A 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 1 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM NN--- 7 CONSULTANT: NN N, N,- if U) F� 4, Zil N 11 IN ff k Nif-1 __z z SUB CONSULTANT: IN Nii N/ If 'A NN Nit f —411— IN N/ IN IN, -d IN Uj �A IN IN -ddpp- LU It If f F-- IN, Ni Al %amoof z oop AF -qLw000 dump .00000 IL us cb .0 Y lk 0 IWO U f f N/ 7 T. IN/ If -dw, \if Ar ce Uj N-, NIN U. Nov MEN, Z)c 4,' N/ IN 3 -q. Air it I I , IN P.- eN.400 9 lk LN&M I "N, 'A L---j IN \40� \N Ji U IN IN W NN AV NNNN T", IY L If I Ni N, ? N, NN, it iNf ;"N RA IN\ KEYMAP (NITS FOR CITY USE ONLY REVISIONS DAT DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN —------- TRAFFIC TREE & FINAL CHECK UKUUNUCUVER ..... 7"/ �=7 PIV A k I r%LAN AS CONST. zi THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE OT N INITIAL DATE DRAWN CHECKED 7-- Z— Signature NAME DATE FILE 5Z31 L2005 LICENSE NUMBER 1326,34 Cl IC A MeNh, ........., 0 Innnn"ll, 0 v --ZN 7 CIT F RA C H " A 0 -—F ch PROJECT NAME . ...... 0 290-70 CENTRALPARK n SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 11200 BASE LINE ROAD SIUN Qe-� A CEH DRAWN BY: SHEET TITLE tjASE UINE UAD CHECKED BY: LM 0 10 20 40 APPRJQVED DATE: 07-21-03 DATE COMMUNITY SERVICE DIRECTOR APPROVED SHEET: SHEET 01�� DRAWING OF 5 2%2 7. N 0. DTT RCE NO. E-N G'I I�E E R Ranch Cucamonga Centrai Park 201070/29070-Cd '"RAL -EN NONE , 1-1,5D INA NONE ___\ IN if Oro A R Tr<- 7 % RANCHO CUCAMONGA if vqopr*�% IMIT OF L OF- v\1 7 I if if if AN J A 7— if if RJM DESIGN GROUP INC. 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F_ m -`0 Uj X17v ....... >— t*#j 0 FT TREE LEGEND BOTANICAL NAME If COMMON NAME SIZE QTY. 12EMARKS CED12US DEODARA If Uj 15 GAL. 20 8-11' X 4-5' If z CD DEODAR CEDAR KEYMAP CINNAMOMUM CAMPHORA NTS Ci 15 GAL. 45 9-11' X 4-5' STD :ESS/ CAMPHOR TREE /If Cs CUPRESSUS SEMPERVIRENS 15 GAL. 41 8-10, PI PISTACIA CHINENSIS 15 GAL. 120 9-11' X 4-5' ITALIAN CYPRESS CHINESE PISTACHE No. 24953 FORTUNELLA NAGAMI Exp.-LU7i 15 GAL. 31 9-10' X 3-4' STD PITTOSP012UM UNDULATUM 8-10' X 3-4' STD ---------- NAGAMI KUMQUAT PU PITTOSP012UM 15 GAL. 195 MATCHING 0 4 8 16 Ivi GINKGO BILOBA 'SARATOGA' '�FOF CAQ� GB 15 GAL. 6 8-10' X 3-4' STD PR PLATANUS RACEMOSA 15 GAL. 60 10-12' X 4-5' STD f N MAIDENHA112 TREE CALIFORNIA SYCAMORE 0 HYMENOSPORUM FLAVUM If 0 15 GAL. 2 9-10' X 3-4' STD PODOCA12PUS G12ACIL1012 HF 15 GAL. 11 9-10' X 3-4STD REVISIONS SWEETSHADE PG FOR CITY USE ONLY FE12N PINE DATE DESCRIPTION APPROVED INIT1111 L DATE TITLE: JA C__�3 Ill JACA12ANDA MIMOSIFOLIA 15 GAL. 2 9-11' X 4-5' STD I.ps P12UNUS SERRULATA KWANZAN NCN 15 GAL. 23 9-11' X 4-5' STD STREET JAPANESE FLOWERING CHER12Y WATER/SEWER JUGLANS CALIF012NICA ic 15 GAL. 10 9-11' X 4-5' STD GRO/DRAIN PK TREE & TRAFFIC EVERGREEN PEA12 CALIFORNIA BLACK WALNUT PY12US KAWAKAMI 15 GAL. 7 9-11' X 3-4' STD -LREUTERIA PANICULATA FINAL CHECK GROUNDCOVER KP KOE EN PAIN TREE 15 GAL. 18 9-11' X 4-5' STD QA QUERCUS AG121FOLIA 36" BOX 19 8-10' X 3-4STD R/W GOLDE COAST LIVE OAK PLAN El U AS CONST. 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CAJEPUT T12EE 1_� 15 GAL. 2 9-10' X 3-4STD TI GOLDEN TRUMPET TREE /11 Do a CITY OF RANCHO CUCAMONGA -------i___ OLEA EUROPEA 'SWAN HILL' OF 36" BOX 5 8-10' X 6-7 MULTI OE TIPUANA TIPU SWAN HILL OLIVE 15 GAL. 10 9-11' X 4-5' PROJECT NAME CENTRALPARK TIPUANA 290-70 PHOENIX DACTYLIFERA SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 18' B.T. 40 DIAMOND CUT ULMUS PARVIFLORA 'TRUE GREEN' 11200 BASE LINE ROAD PALM 9-11' X 3-4' DATEE UUP TRUEGREEN ELM 15 GAL. 30 SHEET TITLE oe, DRAWN BY: CEH PC PINUS COULTERI 15 GAL. 9 8-10' X 4-5' WASHINGTONIA ROBUSTA COULTE12 PINE 18' B.T. 306 SKINNED CHECKED BY: LM MEXICAN FAN PALM APPROVED MATCHLINE SE/E SHEET L5.27 PINUS ELDARICA 07-21-03 PE 15 GAL. 6 8-10' X 3-4' DATE: MONDELL PINE BID ALT. < A7 UPSIZE 15 GALLON TO 24" BOX TREES. DATE COMMUNITY kERVICE DIREEOR SHEET: APPROVED SHEET OF G OF DRAWIN L5,24 No. __7D E RCE NO. VYE�GINEER "0 d Ranch Cucamonga Central Park 20070/290/ -C 0 7C mm=777= C4 0 0 0 11 0 0 %4 TREEFE Lr=-GF=ND MATCHLINE SEE SHEET L5. 15 BOTANICAL NAME UENTRAL ji 1 CEDRUS DEODARA m- Ell COMMON NAME SIZE OTY. 12EMARKS is I mahko CD DEODAR CEDAR 15 GAL. 20 8-11' X 4-5' ir �T CI CINNAMOMUM CAMPHO12A 15 GAL. 45 9-11' X 4-5' STD CAMPHO12 TREE Ucs CUPRESSUS SEMPERVIRENS 15 GAL. 41 8-10, ITALIAN CYPRESS 0 16 qb.. FORTUNELLA NAGAMI 15 GAL. 31 9-10' X 3-4' STD IUD NAGAMI KUMQUAT m 17 P A R K GB GINKGO BILOBA 'SARATOGA' 15 GAL. 6 8-10' X 3-4' STD RANCHO CUCAMONGA MAIDENHAIR TREE I HF HYMENOSPORUM FLAVUM 15 GAL. 2 9-10' X 3-4' STD SWEETSHADE JA JACARANDA MIMOSIFOLIA 15 GAL, 2 9-11' X 4-5STD NCN ic JUGLANS CALIFORNICA 15 GAL. 10 9-11' X 4-5' STD CALIFORNIA BLACK WALNUT KP KOELREUTERIA PANICULATA 15 GAL. 18 9-11' X 4-5' STD 0 GOLDEN RAIN TREE RJM DESIGN GROUP INC. 0 31591 CAMINO CAPISTRANO LAGE12STROEMIA X FAURIE1 HYBI21D 15 GAL. 10 9-10" X 3-4' STD SAN JUAN CAPISTRANO,CA 92675 'TUSCAR012A' CRAPE MYRTLE 949-493-2600 FAX 949-493-2690 0 0 WWW.RJMDESIGNGROUP.COM LS LIQUIDAMBAR STY12ACIFLUA 'PALO ALTO' 15 GAL. 34 10-12' X 3-4' STD LIQUIDAMBAR CONSULTANT: LT 1_11210DENDRON TULIPIFE12A 15 GAL. 11 9-10' X 4-5' STD TULIP TREE MELALEUCA QUINGUENE12VIA 1,00 ME CAJEPUT TREE 15 GAL. 20 7-9' X 3-4' MULTI OE OLEA EUROPEA 'SWAN HILL' 36" BOX 5 8-10' X ii MULTI SWAN HILL OLIVE 0 0 0 0 0 0 0 0 PHOENIX DACTYLIFERA I& B.T. 40 DIAMOND CUT 0 DATE PALM F PC PINUS COULTE121 15 GAL. 9 8-10' X 4-5' COULTER PINE SUB CONSULTANT: 0 r) PE PINUS ELDARICA 15 GAL. 6 8-10' X 3-4' MONDELL PINE P1 PISTACIA CHINENSIS T�2AS CHINESE PISTA HE 15 GAL. 120 9-11' X 4-5' ji Id"/4/c' U 0 PU PITTOSPORUM UNDULATUM 15 GAL. 195 8-10' X 3-4STD PITTOSPORUM MATCHING y PBI� PLATANUS RACEMOSA 15 GAL. 60 10-12' X 4-5' STD 6l CALIFORNIA SYCAMORE 0 PODOCA12PUS GRACILIOR 15 GAL. 11 9-10' X 3-4' STD 0 FERN PINE —4 PS P12UNUS SERRULATA 'KWANZAN' 15 GAL. 23 9-11' X 4-5' STD OE JAPANESE FLOWE12ING CHE12PY A&_ LE] PK PY12US KAWAKAMI 15 GAL. 7 9-11' X 3-4' STD 0 EVE12GREEN PEAR QA OUERCUS AGRIFOLIA -10' X 3-4' STD 36" BOX 19 8 Uj --------- COAST LIVE OAK ---------------- U JAI QUERCUS COCCINEA -<� Qc ET OAK 15 GAL. 6 10-12' X 3-4 0 1, SCARLE t LU QUE12CUS LOBATA QL 15 GAL. 3 8-10' X 3-4' VALLEY OAK U dw SCHINUS MOLLE ML I mono Sm -PPER 15 GAL. 58 6-7 X 4-5' MULTI CALIFORNIA PE F TI TABEBUIA CHRYSOT121CHA 15 GAL. 2 9-10' X 3-4' STD Er GOLDEN T12UMPET TREE .4rol z > TT TIPUANA TPU 15 GAL. 10 9-11' X 4-5' :D TIPUANA z x GREEN Now 0 UP ULMUS PARVIFLORA 'TRUE 15 GAL. 30 9-11' X 3-4' TRUEGREEN ELM ED WASHINGTONIA ROBUSTA I& B.T. 306 SKINNEE U. MEXICAN FAN PALM U A IL Z 4c LE] OEI BID ALT. A7 UPSIZE 15 GALLON TO 24" BOX TREES. U Fli AL L__j 4n U z .000000 No. 24953 _dd. -did 0 Exp. 31 co, 411 L Uj U. LU L El LU Z, NOTES 0 ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVERNING AGENCIES. F012 PLANTING INSTALLATION NOTES Z DETAIL SEE SHEET L.J ALL T12EES Al2E TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING CHAl2ACTE121STICS PE12 SPECIES. THE QUANTITIES SHOWN Al2E FOR 12EFF-12ENCE AND BID COMPA121SON PURPOSE KEYMAP ONLY. CONT12ACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN Al2EA NTS, TAKE-OFFS AND UNITS COUNTS. REVISIONS FOR CITY USE ONLY ALL SHRUB Al2EAS (EXCEPT HYDROSEED AREAS) SHALL 12ECEIVE A 3' LAYE12 OF r DATE DESCRIPTION APPROVED INITIAL DATE BARK MULCH SEE SPECIIFICATIONS AND PLANTING DETAIL SHEET. L 0 TITLE: STREET 1200T BARRIER AS LABELED ON PLAN: WATER/SEWER OE EF-_ I I I j GRO/DRAIN 12EP12ESENTS NNE12 OUTE12 VENT SURROUND 1200T BARRIE12S BY VILLA TRAFFIC LANDSCAPE PRODUCTS, INC. c (714) 630-3180. INSTALL AND CONST12UCT PER __F OUP12ENT MANUFACTURER'S SPECIFICATIONS. FINAL CHECK GROUNDCOVER (TOTAL - 861200T BARRIERS) 0_ rji R/W SINGLE PIECE 18" X 70- FOR 15 GAL. `J/ .0 AS CONST. PLAN SINGLE PIECE 18w X 108" F012 24" BOX SINGLE PIECE 18" X 156* FOR 360 BOX THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE V CONTRACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. I VINES ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS FOR CLA12ITY ONLY. A& N DRAWN �\�G L/L' 0 0 0 0 0 CHECKED LOCATION OF AG120NOMIC SOIL TEST. Signature T12EE FEEDE12 SYSTEM (82 TOTAL) NAME DATE ............ 5 1 200 12EPRESENTS W.A.N.E. 3000 12" UNIT TREE FEEDER SYSTEM BY WANE T12EE LICENSE NUMBER FILE Renewal Dot SYSTEM e (813) 961-1060. INSTALL PER CU12RENT MANUFACTURER'S Ln SPECIFICATIONS. (WWW.WANE3000.00M) /11 Date CITY OF RANCHO CUCAMONGA o�) 0 r= c N CENTRALPARK PROJECT NAME FOR REFERENCE ONLY, EXCEPT FOR 0- JOB NO.: 290-70 MATCHLINE SEE SHEET L5.26 SENIOR CENTER AND COMMUNITY CENTER IRRIGATION,SLEEVING. 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH &A7V CHECKED BY: LM APPR07D DATE: 07-21-03 DATE COMMUNITY RVICE DIRECTOR SHEET: 0 4 8 16 APPROVED SHEET�' OF DRAWING OF L5,25 j/"?/,&&e NO. ENGINEER DATE RCE NO. Nm_ NOW CUD S *,goo AM T k.,ENTRAL L-� Ak MATCHLINE SEE SHEET L5.25 194 NOTES k [L-. m m __mm - .. ......... m K" 13 ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. )l PLATANUS RACEEEMOSA PR 15 GAL. 60 10-12' X 4-5' STD n F012 PLANTING INSTALLATION NOTES Z DETAIL SEE SHEET ?. CALIFORNIA SYCAMORE-= 0-) I r�-) ALL TREES Al2E TO HAVE STANDA12D FORM AND MATCHED SIZE/BRANCHING PG PODOCARPUS GRACILIOR 15 GAL. 11 10 LN 0 0 1.Ar CHAl2ACTE121STICS PE12 SPECIES, FE12N PINE=- 9-10' X 3-4" STD 4& 1 1 THE QUANTITIES SHOWN ARE F01212EFE12ENCE AND BID COMPARISON PURPOSE PS PRUNUS SE12PULATA 'KWANZAN' 15 GAL. 23 9-11' X 4-5' STD 13 ONLY. CONT12ACTOR IS 12ESPONSIBLE F012 CONDUCTING HIS OWN AREA JAPANESE FLOWERING CHERRY u 0 (11 0 �111 0 If 0 0 TAKE-OFFS AND UNITS COUNTS. Pr1r PYRUS KAWAKAMI ALL SHRUB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3" LAYE12 OF EVERGRE-EN PEAR 15 GAL. 7 9-11' X 3-4' STD IrA R K BARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SWEET. r_1 I RANCHO CUCAMONGA 1200T BARRIER AS LABELED ON PLAN, QA QUERCUS AGRIFOLIA 36" BOX 19 8-10' X 3-4' STD COAST LIVE OAK REP12ESENTS INNER OUTER VENT SU1212OUND 1200T BA12PIE12S BY VILLA LANDSCAPE PRODUCTS, INC. a (714) 630-3180. NSTALL AND CONST12UCT PE12 QUE12CUS COCCINEA CURRENT MANUFACTURER'S SPECIFICATIONS. Qc SCARLET OAK 15 GAL, 6 10-12' X 3-4' (TOTAL - 861200T BARRIERS) o Fq� SINGLE PIECE 18" X 70" F01215 GAL. QL OUERCUS LOBATA 15 GAL. 3 8-10' X 3-4' SINGLE PIECE 180 X 108" F012 24m BOX VALLF=Y OAK SINGLE PIECE 18" X 156m FOR 36" BOX LJ SCHINUS MOLLF= 15 GAL. 58 6-7 X 4-5' MULTI TREE LEGEND (7 VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLA12ITY ONLY. sm CALIFORNIA PEPPER D CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. BOTANICAL NAME TABEBUIA CHRYSOTRICPA 15 GAL. 2 9-10' X 3-4' STD COMMONNAME SIZE OTY. REMARKS LOCATION OF AGRONOMIC SOIL TEST. TI GOLDEN T12UMPET TREE RM DESIGN GROUP INC. CED12US DEODARA 31591 CAMINO CAPISTRANO' 15 GAL. 20 8-11' X 4-5' TREE FEEDER SYSTEM (82 TOTAL) TIPUANA TIPU CD DEODAR CEDAR SAN JUAN CAPISTRANO,CA 92675 *3 12EPRESENTS W.A.N.E. 3000 12" UNIT T12EE FEEDE12 SYSTEM BY WANE T12EE TT TIPUANA 15 GAL. 10 9-11' X 4-5' 949-493-2600 FAX 949-493-2690 SYSTEM o (813) 961-1060. INSTALL PER CUP12ENT MANUFACTURER'S CINNAMOMUM CAMPHORA WWW.RJMDESIGNGROUP.COM SPECIFICATIONS. (WWW.WANE300O.COM) UP ULMUS PARVIFLOI2A 'TRUF_ GREEN' 15 GAL. 30 9-11' X 3-4' Ci CAMPHO12 TREE-E-= 15 GAL. 45 9-11' X 4-5' STD CONSULTANT: T12UEGREEN ELM Cs CUPRESSUS SEMPERVIRENS 15 GAL. 41 8-10, FOR REFERENCE 0 L WASHINGTONIA ROBUSTA ITALIAN CYPRESS NIL— ,W R MEXICAN FAN PALM I& B.T. 306 SKINNED e-`%� I IRRIGATION SLEE FORTUNELLA NAGAMI NAGAMI KUMQUAT 15 GAL. 31 9-10, X 3-4' STD BID ALT. U7 UPSIZE 15 GALLON TO 24" BOX TREES. GB GINKGO BILOBA 'SARATOGA' 15 GAL. 6 8-10' X 3-4' STD MAIDENHAIR TREE HYMENOSP012UM FLAVUM 15 GAL, 2 9-10' X 3-4' STD HF SWEETSHADE 11K JA JACARANDA MIMOSIFOLIA 15 GAL. 2 9-11' X 4-5' STD NCN El SUB CONSULTANT: ic JUGLANS CALIFORNICA 15 GAL. 10 9-11' X 4-5' STD _u CALIFORNIA BLACK WALNUT KP KOELREUTEE-RIA PANICULATA 15 GAL. 18 9-11' X 4-5' STD GOLDEN 12AIN T12EE I L-4 A LAGERSTROEMIA X FAURIEI HYBRID 15 GAL. 10 9-10' X 3-4' STD 'TUSCARORA: C12APE MYRTLE L 0 LS LIQUIDAMBA12 STYRACIFLUA 'PALO ALTOF 15 GAL. 34 10-12' X 3-4' STD LIQUIDAMBAIR at_- -12A LT L11210DEND12ON TULIPIFE= 15 GAL. 11 9-10' X 4-5STD __j EJ TULIP TREE MEL- MELALEUCA QUINQUENERVIA mF_ CAJEPUT TREE 15 GAL. 20 7-9' X 3-4' MULTI OE OLEA EUROPEASWAN HILL' 36" BOX 5 8-10' X 6-7 MULTI 0 SWAN HILL OLIVE= mmm 'o -12A L PHOENIX DACTYLIFE= I& B.T. 40 DIAMOND CUT uj DATE PALM 0 ol F_ PINUS COULTERI PC COULTER PINE 15 GAL. 9 8-10' X 4-5' PINUS ELDA121CA PE 15 GAL. 6 8-10' X 3-4' MONDELL PINE 0 Pi PISTACIA CHINENSIS 0 15 GAL. 120 9-11' X 4-5' CHINESE PISTACHE tow% F— Pu PITTOSP012UM UNDULATUM 15 GAL. 195 8-10' X 3-4' STD 'm PITTOSPORUM MATCHING Age. �ok -o4D ci 0 -do iL 0 z Lu El L3. *Inv m mp 1h 49 F1711 1,4 0 z L Isse 0 con Cie uj U.mw 0 OF Lu v Io4 0 L) A ri u De :E:11 0 0 0 0 0 U 0 Lu W. 24953 Exp_4240-5 Ilk c Al W 0 o Ar 0 4 8 16 REVISIONS FOR CITY USE ONLY r DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER am— GRO/DRAIN TRAFFIC TREE & FINAL CHECK GROUNDCOVER R/W AS CONST. PLAN FOR PRIVATE USE REVISIONS DATE THESE PLANS WERE PREPARED BY: ICAPe _0100......... INITIAL DATE F 000000, DRAWN CHECKED 7� --signature NAME DATE 5/31/2005 LICENSE NUMBER FILE Renewal Date MISSION c A\- PROJE N E 290-70 JOB NO.: IS SENIOR CENTER AND COMMUNITY CENTER MATCHLINE SEE HEET L5. 13 11200 BASE LINE ROAD DRAWN BY: CEH 0 1 0 0 0 SHEET TITLE 0 0 0 0 CHECKED BY: LM �c z APPROV DATE: 07-21-03 DATE COMMU NIT�SERVICE DIRECTOR APPROVED SHEET: KEjM_AP SHEET NTS DRAWING OF L 5 a 102 6 �(4 _)Wwo�l NO. DATE RCE NO. CiTY ENGINEER ",UrRVI JOIN NOTES TREE LEGEND UENTRAL COMMONNAME SIZE QTY. 12EMA12KS IN ACCORDANCE WITH LOCAL GOVE12NING AGENCIES. BOTANICAL NAME OALL PLANTING SHALL BE mahko 0 F012 PLANTING INSTALLATION NOTES & DETAIL SEE SHEET ?. CD CEDRUS DEODA12A 15 GAL. 20 8-11' X 4-5f 0 m m m m ALL T12EES Al2E TO HAVE STANDA12D F012M AND MATCHED SIZE/BRANCHING DEODAR CEDA12 Q CHARACTE121STICS PE12 SPECIES. CINNAMOMUM CAMPHO12A MATCHLINE SEE SHEET L5.27 THE QUANTITIES SHOWN Al2E F01212EFE12ENCE AND BID COMPA121SON PURPOSE Cl CAMPHO12 TREE 15 GAL. 45 9-11' X 4-5STD ONLY. CONT12ACT012 IS 12ESPONSIBLE F012 CONDUCTING HIS OWN Al2EA TAKE-OFFS AND UNITS COUNTS. Cs CUP12ESSUS SEMPERVIRENS 15 GAL. 41 8-10, ITALIAN CYPRESS ALL SH12UB AREAS (EXCEPT HYD120SEF-D AREAS) SHALL 12ECEIVE A 3" LAYER OF BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. J N FORTUNELLA NAGAMI 15 GAL. 31 9-10' X 3-4STD A R K NAGAMI KUMQUAT 4�) 1200T BARRIER AS LABELED ON PLAN: RANCHO CUCAMONGA REPRESENTS INNER OUTER VENT SU12ROUND 1200T BARRIERS BY VILLA GB GINKGO BILOBA 'SARATOGA' 15 GAL. 6 8-10' X 3-4' STD LANDSCAPE PRODUCTS, INC. a (714) 630-3180. INSTALL AND CONST12UCT PE12 MAIDENHAIR T12EE CURRENT MANUFACTURER'S SPECIFICATIONS. (TOTAL - 86 ROOT BARRIERS) HF HYMENOSPORUM FLAVUM 15 GAL. 2 9-10' X 3-4' STD SWEETSHADE SINGLE PIECE 18" X 70w FOR 15 GAL. SINGLE PIECE 18" X 108" FOR 24m BOX JA JACA12ANDA MIMOSIFOLIA SINGLE PIECE 18" X 156w F012 36" BOX NCN 15 GAL. 2 9-11' X 4-5' STID 1:71 11 11' F17] VINES Al2E SHOWN OUTSIDE OF PLANTABLE AREAS F012 CLA12ITY ONLY. JUGLANS CALIFORNICA OWN%, CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. ic CALIFORNIA BLACK WALNUT 15 GAL. 10 9-11, X 4-5' STD LOCATION OF AG20NOMIC SOIL TEST. KOELREUTERIA PANICULATA RJM DESIGN GROUP INC. KP LDEN 12AIN TREE 15 GAL. 18 9-11' X 4-5' STD T12EE FEEDER SYSTEM (82 TOTAL) 31591 CAMINO CAPISTRANO 2EP12ESENTS W.A.N.E. 3000 12" UNIT TREE FEEDE12 SYSTEM BY WANE TREE SAN JUAN CAPISTRANO,CA 92675 SYSTEM o (813) 961-1060, INSTALL PE12 CU1212ENT MANUFACTURER'S LAGERSTROEMIA X FAURIEEI HYBRID 949-493-2600 FAX 949-493-2690 L SPECIFICATIONS. (WWW.WANE300O.COM) A 'TUSCARORA' CRAPE MYRTLE 15 GAL. 10 9-10' X 3-4' STD WWW.RJMDESIGNGROUP.COM 111111111111piii OW m 5w m r LIQUIDAMBAR STYRACIFLUA 'PALO ALTO' CONSULTANT: 15 GAL. 34 10-12' X 3-4' STD 0 LS LIQUIDAMBA12 z N FOR REFERENCE ONLY, EXCEPT FOR 0 IRRIGATION SLEEVING. LT LIRIODENDRON TULIPIFEI;2A 15 GAL. 11 9-10' X 4-5STD TULIP TREE MELALEUCA QUINGUENE12VIA E FZ3 ME CAJEPUT TREE 15 GAL. 20 7-9' X 3-4' MULTI dm m m -A EUROPEA 'SWAN HILL' OE OLE 36" BOX 5 8-10' X 6-7 MULTI SWAN HILL OLIVE P -NIX DACTYLIFERA HOE DATE PALM I& B.T. 40 DIAMOND CUT PINUS COULTE121 SUB CONSULTANT: PC COULTER PINE 15 GAL. 9 8-10' X 4-5' PE PINUS ELDA121CA 15 GAL. 6 8-10' X 3-4' MONDELL PINE PISTACIA CHINENSIS Pi 15 GAL. 120 9-11' X 4-5' CHINESE PISTACHE A MIR PU PITTOSPORUM UNDULATUM 15 GAL. 195 8-10, X 3-4' STD PITTOSPORUM MATCHING 13 PR PLATANUS 12ACEMOSA CALIFORNIA SYCAMORE 15 GAL. 60 10-12' X 0 PG PODOCA12PUS GRACILIOR STD FE12N PINE 15 GAL. 11 9-10' X 3-4' Ps PRUNUS SERRULATA 'KWANZAN' mp 15 GAL. 23 9-11' X 4-5' STD 7" _F JAPANESE FLOWERING CHERRY PYRUS KAWAKAMI PK 15 GAL. 7 9-11' X 3-4STD EVERGREEN PEAR LU QA 1001, COAST LIVE OAK EmL Qc QUERCUS COCCINEA 15 GAL. 6 10-12" X 3-4' 0 SCARLET OAK < LU Vol UP QUERCUS LOBATA QL 15 GAL. 3 8-10' X 3-4' VALLEY OAK SCHINUS MOLLE sm 15 GAL. 58 6-7' X 4-5' MULTI CALIFORNIA PEPPER 0 TABEBUIA CH12YSOT121CHA TI 15 GAL. 2 9-10' X 3-4' STD umi AOL. GOLDEN TRUMPET T12EE L look z TIPUANA TIPU dMV TT 15 GAL. 10 9-11' X 4-5' X TIPUANA ca U 0 0 ULMUS PARVIFLORATRUE GREEN' UP 15 GAL. 30 9-11' X 3-4' T12UEGREEN ELM m rpw iiimiiii WASHINGTONIA 120BUSTA 18' B.T. 306 SKINNED U MEXICAN FAN PALM %s *a BID ALT. A7 UPSIZE 15 GALLON TO 24" BOX TREES. U 0 0 ........... 0 Uj F :Ell A kD 0 w fill eN1000 jj�,'W Pon 0 A :17 11 0 0 Uj 0 0 4 8 16 0 E�SiS6/ FOR CITY USE ONLY REVISIONS 0 DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 0 Nw ;60 STREET 0 aN WATER/SEWER No. 24953 0 GRO/DRAIN Exp.---,-F I TREE & T-1 TRAFFIC FINAL CHECK civi GROUNCOVER C R/W .1 PLAN AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE CA Pe INITIAL DATE I -\\tAG Ll 46 DRAWN CHECKED Signature NAME DATE 5/31/2005 j, LICENSE NUMBER FILE R ewal Date Date CITY OF RANCHO CUCAMONGA 1C CA\ 0 ........................ Ar lo� PROJECT NAME CENTRALPARK milm OWL ll� � III: I I I 1 - 0 ' 'I' ll JOB NO.- 290-70 NINE m m m No—= m Am M�h I SENIOR CENTER AND COMMUNITY CENTER or, 11200 BASE LINE ROAD DRAWN BY: CEH z SHEET TITLE MATCHLINE SEE SHEET L5. 13 0 > CHECKED BY: LM SHEET LI.12 APPRO ED DATE: 07-21-03 COENJ SERVICE DIRECTOR 'Ar DATE Al� SHEET: APPROVED SHEET��V OFZ�� KEYMAP DRAWING OF L5020`7 V�1014p �(?/� NO. NTS DATE RCE NO. C(P7iNGINEER OK _T l\J v m I IL 0 "RAL UEN -1 ,—TRUNK LOOP HOSES NOTES: I" GREATER (TYP) N 1. REMOVE NUPSEQY STAKES THAN DIAMETE 2. STAKES TO BE PLUMB AND STOQM DQAIN/UNDE�_'GQOUND UTILITIES E PARALLEL. W BCP-) 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND, TYING PLAN 5' N MIN. E SIDEVVALK UTILITY� W NEW RUBBER HOSE OVER WIPE AS POSSIBLE ON THE TRUNK TO OP OF STAKES BELOW HEAD ALLOW FOP WIND FLEXING OF THE TREE. OF TREE WHERE SPECIES GPOWTI] S AT POINT OF CONNECTION, POLE TOP TIE TO BE PLACED AS LOW S.L, �10_x V A R BUT NOT SO LOW AS TO LOSE SUPPORT HABIT PERMITS. < OR ALLOW THE HEAD TO DROP, 7 CUI:�)B AND GUTTEQ—� IMETE�? 10' 5, TOP TIE TO BE PLACED AS GALV, STEEL CABLE SPACED MAIN TRUNK RANCHO CUCAMONGA C) - EQUALLY AROUND TREE - U) w LOW AS POSSIBLE ON THE W MIN, MI�N COVER WITH 3/4" DIA, X 3' TRUNK TO ALLOW FOR WIND ry (2) SETS OF CINCH TIES CLASS 200 WHITE PVC PIPE. FLEXING OF THE TREE. BUT TOP OF STAKES BELOW TOP OF POOTBALL TO < SPACED 24" APART ATTACH WITH > NOT SO LOW AS TO LOSE HEAD OF TREE WPEPE EXTEND 2" ABOVE X11 ION GALVANIZED SCP_)EWS TO 3" SUPPORT OR ALLOW Lu SPECIES GROWTH HABIT PERMITS. FINISH GRADE ft _i LODGE POLES. THE HEAD TO DROP. CY MP MAIN TRUNK "APBO�? GARD" OR EQUAL IN 12" MAXIMUM > TURF AREAS. (2) SETS OF CINCH TIES SPACED 24" TUPNBUC<LE (TYP) 2" DIA. LODGE POLE PINE STAKES APART, ATTACH WITH GALVANIZED ........... w TOP OF POOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, SCREWS TO 8' LODGE POLES. TIGHTLY COMPACTED 3" BERM z 2" ABOVE FINISH GRADE 00 TURF DRIVE A MIN. OF 6" INTO UN- SIDEWALK TO FORM WATERING BASIN FOR _T 2" DIA. LODGE POLE PINE STAKES RESIDENTIAL AND GROUND &L. 12"MAX DRIVE WITH WOOD PRESERVATIVE STAIN, COVER INSTALLATIONS. STAKES OUTSIDE QOOTBALL. 0 ORIGINAL GQA APPROACH 71- DRIVE A MINIMUM OF 6" INTO 3" BERM TIGPTLY COMPACTED 4 < p UNDISTURBED SOIL AND POSITION " WOOD CHIP 0 i L CE TO FORM WATERING RJM DESIGN GROUP INC. STAKES OUTSIDE ROOT BALL. MULCH IN PLANTER. CURB AND GUTTER--/' 10 BASIN, LOCATED OUTSIDE OF I — 31591 CAMINO CAPISTRANO 5' ARBOR GUARD IN TUPF AI:Z)EAS AND :)LANT PIT, 10, SAN JUAN CAPISTRANO,CA 92675 FRONT YAQDS. 93-2600 FAX 949-493-2690 MK MIN. WWW.RJMDESIGNGROUP.COM TOP OF QOOTBALL TO EXTEND 2" UNDERGROUND ABOVE FINISH GRADE. K STRUCTURE CONSULTANT: TIGHTLY COMPACTED 3" BERM TO FORM CATCH BASIN NATIVE BACKFILL WITH WATERING BASIN FOP RESIDENTIAL AND ROOT BAL NO POCKS GREATER TRANSFORMER VAULT. GROUND COVER INSTALLATIONS, LOCATE THAN 3" DIAMETER OUTSIDE OF PLANT PIT, BERMS IN TURF POOT BA NOTES: 5-11 IEEI I AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCEE-E. NATIVE BACKFILL WITH PLANT PIT TO BE (2) NO POCKS GREATER TIMES THE WIDTH OF 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER THAN 3" DIAMETER. TER. IEEI I 1=1 I F=1 I F��I I IEI I 1=1 I I— THE ROOT BALL, IEI I I — I — — — — — — - —I I 2 ALL TREES IN THE R.OVV. ARE SUBJECT TO LINE,OF.SIGHT DUCKBILL EARTH ANCHOR (68-DTS)TOTAL SYSTEM ]11=1 OR EQUAL CQITEI�)IA AS APPROVED BY TRAFFIC ENGINEER. 1EI I I_. --III I ——:111 11 1EI I I==-— — X —I I I-1 I I F i—T 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE I PLANT PIT TO BE 2 PAPK\/VAY TREE AT A MIN. OF 25' FROM BCR OR ECP. v TIMES THE WIDTH OF ROOT BAL L F\1�0N�0\1 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDE� -)GROUND �011 UNDISTURBED NATIVE SOIL. UNDISTURBED NATIVE SOIL FACILITIES. IN ADDITION MAINTAIN 10' FQOM CENTER OF TREE TO ALL UTILITY ROOT BALL NATIVE BACKFILL WITH NO OVVNED VVATEQ E SEVVEQ LATERAL LINES, SUB CONSULTANT: POCKS GQEATEP THAN 3" DIA. NOTES: 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES, I FEI 1: -1 1 �'E,F11 t' '-I -I TI 171 E�f I — I I 1=1 I Fd I 1- 1. INSTALL GUYS HAND TAUT TO NOTES: I I GI I IEI I I=_—I I I — I IEEI IEEI PREVENT DEFORMATION OF LIMBS, 6. STREET TREES ARE SUB IECT TO INSPECTION AND ACCEPTANCE BY THE CD ENGINEERING DIVISION. NATIVE SOIL UNDISTURBED 1 1. REMOVE NURSERY STAKES 1=1 I I I I I 1E.1 I I—I I I— _EI I IEEI I III 1- 0 2, WIPE SHALL BE CLAMPED OR 2. STAKES TO BE PLUMB AND PARALLEL. 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY CRIMPED NOT TWISTED, Q0 3, STAKE TREE PERPENDICULAR TO PREVAILING WIND. STANDARD PLANS. TWICE ROOT BALL WIDTH TOP VIEW CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA r, APPROVED BY: CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN APPROVED BY- I N STANDARD PLAN APPROVED BY: I APPROVED DOUBLE STAKED TREE TREE GUYING DETAIL STANDARD PLAN STANDARD PLAN TREE PLACEMENT 99 Ld V) 501 0 5 GAL 24 BOX 502 Li 36" BOX OR LARGER 503 DOUBLE STAKED TREE ON SLOPE CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER cn 505 R.C.E. 24953 SHEET I OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Lj CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5; L A ---------- ry R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF 1 Lj CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION cl� RX.E. 24953 SHEET 1 OF 1 uj LLJ Jay 4" OF COMPACTED WOOD CHIP MULCH. HAQDSCAPING (CONCRETE HEADER, CURB E GUTTER, SIDEVVALK, ETC.) FINISH GRADE —ONE HALF OF SPACING REQUIREMENT uj LIMIT OF PLANTE�_) AQEA--\ TIGHTLY COMPACTED 3" 9EQM TO FOPM DEPRESSED WATERING BASIN. 12" TOP OF POOTBALL TO EXTEND 2" TOP OF POOTBALL TO 4" WOOD CHIP MULCH. ABOVE FINISH GRADE < -44: EXTEND 2" ABOVE ORIGINAL GRAD FINISH GRADE NATIVE BACKFILL WITH NO ROCKS \< GREATER THAN 3" DIAMETER. 4" 3" BERM TIGHTLY COMPACTED IN if a vPLACE TO FORM WATERING BASIN. fil— SHOVEL CUT EDGE COMPACTED 0 NATIVE SOIL X POOT BALL > POOT BALL I—EQUAL PLANT PIT TO BE (2) TIMES THE PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. WIDTH OF THE ROOT BALL, UJ 7 — L.L NOTE& -Ed -H. I. PRIOR TO PUQCPASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL --III T__1 _11 1-111 NOTE: NATIVE BACKFILL WITH NO 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT A SAMPLE TO THE INSPECTOR FOP,) APPROVAL. POCKS GREATER THAN 3" SPACING (TQIANGULAP,)) UNLESS (DTPEQVVISE INDICATED ON 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND DIAMETER. PLANS: SEE LEGEND FOR SPACING REQUIREMENTS, INTO EDGES AT GROUND COVER AREAS. UNDISTURBED NATIVE SOIL. Ar 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION, ff a UNDISTURBED NATIVE SOIL. 2. VVHEQE PLANTED ADJACENT TO VVALLS, WALKS, CURBS Cf�_) a m SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH VVITI-41N A 6" RADIUS OF THE CROVVN OF A WOODY PLANT. %woof %tj ff I SHALL BE PLANTED AT ONE-PALF THE DESIGNATED SPACING NOTES: NOTES: FROM SUCH LIMITS, SEE LEGEND FOP SPACING REQUIREMENTS. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE )N THE FINAL QUANTITIES OF ROOT BALL. DO NOT CRACK ROOT BALL. OF POOT BALL, DO NOT CRACK QCOT BALL, 3. SPACING REQUIREMENTS SHALL GOVEZ z OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE uj LEGEND ARE ESTIMATES ONLY, 7 CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CAIJFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: I STANDARD PLAN APPROVED BY: I STATSMARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY- CONTAINER PLANTING CONTAINER PLANTING ON SLOPE SHRUB AND GROUND COVER STANDARD PLAN En 506 Ln Li LLJ MULCH INSTALLATION 5; 5; 507 0 SPACING 508 cn III CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5; CITY ENGINEER 5; — 509 Q:� R.C.E. 24953 SHEET I OF 1 ry R.C.E. SHEET 1 OF 1 111 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION III CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 24953 Of R.C.E. 24953 SHEET 1 OF 1 cr� R.C.E. 24953 SHEET 1 OF 1 REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN PLANTING TRAFFIC FINAL CHECK DETAILS R/W AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE <\ DRAWN CHECKED �A 001) NAME DATE --- Signature LICENSE NUMBER FILE 5/31/2005 Renewal-Da- CITY OF RANCHO CUCAMONGA Date Op ChIif-\ PROJECT NAME CENTRAL PARK NOR'- SENIOR CENTER AND COMMUNITY CENTER JOB 70.: 290-70 112 0 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH CHECKED BY: LM NO.�24953 APPR Exp .0000or/Loor DATE: 07-21-03 T— DATE VICE DIRECTOR APPROVED SHEET: c LW SHEET OF�� 7— DRAWING L6, 11 Lv—w—.r NO. -3ATrE RCE NO. CWE'NGINEER "MCI ;mw� di kP/\ll UENTRAL I EYEBOLTS: 5/8" DIA. EYEBOLTS 1_+ 1:33 10 2 IN LEAD SHIELDS INTO 1/2" DRILL HOLES. NOTES: 12 GA. GALVANIZED VIRE: SECURE VINE TO WIRE WITH NUQSEZ)YMAN'S TAPE. 1. SLOPE IN TURF AREAS: LEGEND: a. BETWEEN CURB AND SIDEWALK/TRAIL 2% lop".41 b. BEHIND SIDEWALK/TRAIL - 2% TO 5: 1 MAX. Q) TRUNK - SIZE PER PLANT LEGEND 6' 6' -----0-44-3, (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4: 1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. 44""146 E30T','OM OF Q) AMMENDED SAND BACKFILL PER 2. SLOPES IN SHRUB/GROUND COVER AREAS: SPECIFICATIONS a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% FRO-ODPETIOL PVC CAP - BLACK, REMOVABLE FOR A T-% -V-7- b� BEHIND SIDEWALK/TRAIL - 2% MIN� TO 3: 1 MAX� OBSERVATION P A (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2: 1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED FINISH GRADE THAT SUCH SLOPES OVER 3: 1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. I RANCHO CUCAMONGA 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE NATIVE SOIL BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. z 0 4" DIA. PVC PIPE 21 z FILTE12 FABRIC, CONTINUOUS AT 3: BOTTOM OF PLANT PIT WITH A MIN. 6" 0 W12AP UP SIDES ILI 0 0 1 F_Aj M 0 -7 3 r 3f GRADE AND SLOPE FOR DRAINAGE. 4" DIA. PVC PERF012ATED PIPE 9 GRAVEL SUMP BACKFILL, 3/4" RM DESIGN GROUP INC. C12USHED AGG12EGATE 6" X 8" CONCRETE VINE COLLARS EYEBOLTS rOP FUTURE USE 31591 CAMINO CAPISTRANO IN TURF AREAS ONLY. U0 PALM ROOTBALL, MIN. SIZE PERPALM SAN JUAN CAPISTRANO,CA 92675 2 TREE EXPERT' - QEFEQ TO 949-493-2600 FAX 949-493-2690 WALL ANGLE BACK TO WALL, TRUNK OF WWW.RJMDESIGNGROUP.COM 45�F- SPECIFICATIONS. VINE, AND REMOVE STAKE WHILE /00� FINISH GRADE SECURING VINE TO WIRES. CO PVC END CAP CONSULTANT: QEFEQ TO STANDAQD DQAVVING 1% (j2 SLOPE TO DRAIN, MIN. 2%. ELEVATION 506 FOP PLANTING �DEQUIPEIVIENTS. 5 OUTSIDE PUBLIC �,).O.VV. 14" THICKENED CONCRETE EDGE. 10 12EFE12 TO SHEET L2.01. PALM PLANTING 001"Ok 31 3' PLAN 7 W.A.N.E. 3000 TREE FEEDER, PE12 v 3/4" 1'-0" U4 PLANTING LEGEND. TURF 11— SHRUB AND GROUND COV ER 2% WALL 8 M, 12 6" X 8" CONCRETE VINE COLLARS IN TURF AREAS ONLY. VVITHIN PUBLIC P21GHT-OF-VVAY 7 ANGLE TRUNK OF VINE BACK TO WALL (SEE NOTES HE�,DEON) 8 12" SUB CONSULTANT: AND REMOVE STAKE WHILE SECURING VINE TO WIRES. PLAN VIEW SCALE kz: 1/4"ur I PF�'_f A L M Fomp"L A N T I CD 0) CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CAMFORNIA APPROVED BY: APPROVED BY: NON-ADHERING VINE STANDARD P1,AN r1_ STANDARD PIAN r-) ALLOWABLE GRADES Li C8 ATTACHMENT DETAIL 510 U� 541 5; — > w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (y R�C.E. 24953 SHEET 1 OF I Cr- R.C.E. 24953 SHEET 1 OF 1 < 1011� LU A 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. z P041A NO T I ON(0.03p N t%'.mjw%T E S' FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL -MOM [ eq <--a Uj TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED 0 SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE Ca.I a t CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND FT. env SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE 4 CY. NITROGEN STABILIZED SAWDUST NOT INSTALLED PER PLAN AND SPECIFICATION 120 IBS GYPSUM 125 IBS GRO-POWER PLUS 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL w camp a, 11 . LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL z PREPARATION PLANT PIT REQUIREMENTS STAKING AND BACKIFILL A I ::I- TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER, AREAS, x REQUIREMENTS. QL fto PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING _gap- er, OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL 4SE7 M _'Opl -Iqtb..m _j SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND U_ UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE re PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. INTRAVAIIA SAND AND GRAVEL z 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH UPLANDCA 0 t00% (909) 982-6713 THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND Uj LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. Z Uj 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OIR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 0 %too) ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. kftj 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. z FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED Uj BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TRAFFIC PLANTING FINAL CHECK DETAILS R/W AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE 4; �1��C A INITIAL DATE L/ DRAWN CHECKED lc-%) -N-AME DATE Signature Qn _�x 5/31/2005 LICENSE NUMBER FILE _____Te_newcI_Dafe__ "A CITY OF RANCHO CUCAMONGA Of- CA\-\,\ PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD F E2 SHEET TITLE DRAWN BY: CEH �OSE CHECKED BY: LM A A APPRO No. 24953 f- '"7 DATE: 07-21-03 60 6. Exp. 22/ 3/ ' DATE COM41UNITY SERVICE DIRECTOR C v1%_ APPROVED SHEE e�Ll�OFe�O SHEET: UF ii� T DRAWING OF L6,2 z2z/2�z No. r_�4 — — D�T E RCE NO. (_'�el_TY ENGINEER Ranch Cucamonga Central Part-, 29070/29070-Ca' BID ALTERNATIVE A3 CONSTRUCTION SCHEDULE (.�ENTRAL DESCRIPTION DETAIL /MANUFACTURER CONSTRUCT PEDESTRIAN DETAIL___2__, SWEET122J_ C NCRETE RAVING STAIR HANDRAIL - CONDITION 2 DETAIL-2.z3-, SHEETLBA7,2 Ll 0 0 F�4j CONSTRUCT EXPANSION JOINT. DETAIL___L_, SHEETLZI_ CONST12UCT CONTROL JOINT. DETAIL --i—, SHEE=TL2i— A R K CONCRETE COLOR AND FINISH SCHEDULE H CU ONGA QE�9, QI2lPTIQN N/A I J COLOR- NATURAL G12EY FINISH: MEDIUM BROOM N/A COLOR- C-32 (CORRAL RED) INTEGRAL COLOR CHROMIX ADMIXTU12E BY L.M. SCOFIELD -MENTS ARE PART OF FINISH: MEDIUM BROOM SCREEN ELE 0 BID ALTERNATIVE. RJM DESIGN GROUP INC. -32 (CORRAL RED) INTEGRAL COLOR CHROMIX 31591 CAMINO CAPISTRANO COL012: C -LD SAN JUAN CAPISTRANO,CA 92675 ADMIXTURE BY L.M. SCOFIE 949-493-2600 FAX 949-493-2690 FINISH: MEDIUM SANDBLAST WWW.RJMDESIGNGROUP.COM CONSULTANT: Lli z Uj SUB CONSULTANT- _j Typ. yp 0 4 TYP. Uj LOCATION FOR FUTURE PUBLIC ART ELEMENT - NOT APART OF THIS PHASE. Uj -- --------- 0 PA, LOCATION OF FUTURE THEME SEAT WALL - NOT APART OF THIS PHASE. oo' Yp LU 12 Ir z YP. PAI PA ff QL GOP ac 0 0 ui YP. lk ow �----------- A -7-- ---777-- 9 IL Uj ----------- (7) 000*& Uj it ff IL IN Aj= I a I 9=h got I L—IIVII I k%�I v v_�J OF=_`_VV0QK --------- Cie _Z...... -'4 Uj fij F---- ___1 /--y "BASE KEYMAP (NTS) REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN BID ALT. TRAFFIC FINAL CHECK CONSTRUCTION R/W PLAN AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE .11[l CAP,6 \1,,,r,L DRAWN CHECKED 05A 0 1 ZS)c- C") nature NAME DATE 5 /2005 LICENSE NUMBER FILE Ren wal Date No. 24953 Date 2 1 Exp. CITY OF RANCHO CUCAMONGA OF CA\-\ cim- OF CA PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH /-,$IV /Of 1pg::�_4v CHECKED BY: LM AIIR OV r)l DATE: 07-21-03 DATE COMMUNITY kERVICE DIRECTOR APPROVED SHEET: 0 10 20 40 SHEET OF�� A t 1 /11 DRAWING LBATI NO. DATE RCE NO. CITY ENGINEER jw oee Landscape Structural Deta " l, sheet LS10. 1 U_ 0 0 W A (f)14) &-+ 0 m z F Ir- < x f -I n 24 1 j 1, 61 J, - 2! Z 2%On CQ C4 II JW* Ato 1h* FA R K 1 4 RANCHO CUCAMONGA 4 12 4 1.0 3 I F_ /4. 6 U y4" \0 RM DESIGN GROUP INC. v 31591 CAMINO CAPISTRANO A WARNING STRIPE SAN JUAN CAPISTRANO,CA 92675 SCALE: 3"=I'—O" WWW.RJMDESIGNGROUP.COM ENLARGEMENT 949-493-2600 FAX 949-493-2690 CONSULTANT: 7� SECTION A-A AT CHEEKWALL SECTION SCALE: I" =1'-O" 6'-ONMAX REFE12 TO THE DECORATIVE PANEL ENLARGEMENT. SUB CONSULTANT: DETAIL 3D, REFER TO THE THIS SHEET. MID-CONNECTION SECTION, DETAIL 3C, 12EFE12 TO THE ON THIS SHEET. _10 END-CONNECTION '10I SECTION E PLAN 4 5 DETAIL 3A E 3B ON THIS SHEET. _7----------- If . 4. 4� 4 1#4, '1900 4 WMT� A 4 .0 4 idol 4', 10 Cie TYP. TYP. \0 I I QOJ 2 .1 a j 2% TYF. Uj r-Y2 6' TYP'. TYP. Jill LU _,I 44 JJI— a \0 >- 2% TYP. A� v A Ilk amim .�< Z > z N 4� 4 MI- 6 7 8 la I U 01' .00000 40 Ll I NOTES z amp WELDING. BEVEL ALL MEMBERS PRIO12 HANDRAIL CONSTRUCTION SHALL 94r mono TO WELDING. WELD � G21ND FLUSH. SUPP012T LOAD OF 300 LBS. AT LEGEND: ANY POINT IN ANY DIRECTION WITH us III DEFLECTION. U. ADJACENT PAVING PE12 PLAN. STEEL NOSE PER STRUCTURAL SANDBLAST, METALLIZE, AND SHOP PRIME rn ENGINEER'S DRAWINGS. RAILS. ALL WELDS SHALL BE CONTINUOUc- EXPANSION JOINT PE12 DETAIL 1, SHEET REINFORCEMENT PE12 STRUCTURAL AND GROUND SMOOTH. L21 -NGINEER'S DRAWINGS. Q) E= VE12IFY FIELD CONDITIONS PRIOR TO PAIL ALL METAL SHALL BE P12IMED AND FOOTING PER STRUCTURAL FABRICATION. PAINTED WITH TWO COATS EXTERI ENGINEER'S DRAWINGS. @ 1/2" DIA. X 12" LONG STEEL DOWEL-SPEED ENAMEL TO MATCH 12AL 7006. DOWEL" * 12" ON CENTE12 IN SLAB. ALL METAL RAILINGS AND POSTS SHALL z HANDRAIL PER DETAIL 3, THIS SHEET. RECEIVE A METALLIZED ZINC FINISH AND G Q 16" #4 DOWELS o 24" O.C. EPDXY COATING PER SPECIFICATIONS. POU12ED-IN-PLACE CONC12ETE CHEEK P12OVIDE 9/16" HOLE ON CHEECK WALL OFIESS WALL WITH I" CHAMFER ON ALL EDGES. SIDE AND FILL WITH SIMPSON EPDXY. CONTRACT012 TO SUBMIT SHOP D12AWINGS Jos FINISH PE12 PLAN. 1001I FOR REVIEW ANDAPPROVAL PRIOR TO <, U2 1/4' X 1/4' WA12NING G120OVES WITH SILICA FABRICATION. SEE SPECIFICATIONS. CARBIDE, EXPOSED WITH LIGHT SANDBLAST No. 24953 COMPACTED SOIL PER SOILS REPORT. FINISH. CONTRACTOR SHALL PROVIDE 9 LL P.I.P. CONCRETE STAIRS. FINISH PER A SAMPLE FOR REVIEW TO PROVIDE VISUAL HEIGHT OF HAND12AIL F120M FINISH SU12FACE -2�- Exp. I zz PLAN. CONTRAST. OF TREAD TO TOP OF HANDRAIL TO BE /OW*A z 34" MIN. AND 38" MAX. cim- OF C AII A A mm%II, P'% A (1111 A A SCAL oo� 2 bo"T A k, A N U kooA I L C 0 IND I T 10 IN �Z d U A L T EROI N T IVE) 3/4 our ff In 3/4" O.C. STEEL HANDRAIL BRACKET LEGEND: (WELDED TO POST) WITH STEEL z SCH. 40, TH12EADED TH12OUGH POSTS AND PROVIDE CONTINUOUS WELD. Uj 2- DIA. HOLLOW STEEL BALL-11 GUAGE. 00I INSTALL AT ALL VERTICAL POST I" SO. TUBULAR STEEL PAIL WELDED TO 4 Y2* Y2" LEA12 CONDITIONS WELD TO TOP OF POST. THE CENTER OF THE STEEL POSTS. CONTINUOUS. 0 yP. -7/8" DIA. STEEL RAIL (.12 THICK), WELD 1/8" THICK METAL PANEL WITH LASER N TO HANDRAIL BRACKET CONTINUOUS. CUT DESIGN, CITY LOGO, WELDED TO -L POST. EMBED CENTEE-2 OF THE RAIL, AND POSTS. Avi 1-7/8" DIAMETER STEE MIN. 18' IN CONCRETE PAVING/FOOTING NON-HATCH Al2EAS ARE NEGATIVE HANDRAIL SECURE WITH POR-120K 012 APPROVED SPACES. PROVIDE FULL SIZE TEMPLATE, TO LOOP EQUAL. TO 1/2" BELOW ADJACENT P21OR TO FABRICATION. Al2OUND POST FINISH SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY N on A PECORA, OR APPROVED EQUAL, TO 4 TOP OF P012-12OCK BACKFILL (800) 233-9754. SEALANT COLOR: TO MATCH REVISIONS FOR CITY USE ONLY ADJACENT CONCRETE, INSTALL POSTS END-CONNECTION END-CONNECTION AT MAXIMUM 6'-Ow O.C., SPACED EVENLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: SECTION AND CENTERED IN WALL. STREET PLAN SCALE- I' =1'-O" SCALE: I" =1'-O" WATEWSEWER GRO/DMIN - ------- TRAFFIC BID ALT. FINAL CHECK CONSTRUCTION R/W DETAILS AS CONST. Ion THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE ,::, 1 1 1 INITIAL DATE �I I III CApe �\NGI Ll JV2.-7 70 ......... 2 DRAWN 4 CHECKED NAME DATE Signa ure Un 5 31 005 LICENSE NUMBER FILE Rene al Date Date ......... CITY OF RANCHO CUCAMONGA of- CA\_ol�) 2 5 PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD ( 4 DECORATIVE PANEL SHEET TITLE DRAWN BY: CEH MID-CONNECTION DECORATIVE PANEL SECTION SECTION ELEVATION 4 CHECKED BY: LM SCALE: I" =1'-O" SCALE: I" =1'-O" SCALE: I" =1'-O" APPROVI Z. .7 IiI� 11�� DATE: 07-21-03 DATE COMMUNI ' SERVICE DIRECTOR SHEET: D E APPROVED SHEET OF A J, 6, 1 mo� rmN A F01111, A DRAWING OF A OWN n�942 NO. LB 7, b0o"k T A Poolki P/A IN U A I L D E T A I LE3% b U /A L T E"km--w"INJ A T I V#E) DATE RICE NO. ENGINEER EN i, L %40 **M- P A R K RANCHO CUCAMONGA A 0,000 3/4" 3 4 11 071 63 12 3 2 /4 2 3/'f 11/4 3/4 2 1" 6 34 21/2 J16 70 11/4 2 3// 4" 21 2 21/2 11/4 6 3 11/4 1/4 SCREEN ELE. ARE7= PART OF Z 0 3/4" OBID ALT A 6 21/2" RJM DESIGN GROUP INC. In J 18 L3YAIRS, CHEEKWALL 3/4 31591 CAMINO CAPISTRANO -EN STAIRS, AND'� , 12 , A ts;TVVE SAN JUAN CAPISTRANO,CA 92675 C31-AR A�4NG IN THIS AREA. 3/4 949-493-2600 FAX 949-493-2690 �j 3/4 WWW.RJMDESIGNGROUP.COM 3/4 3/4" CONSUL kNT: IA" 11/4 3 3/4 J /4 3/4 45 E30 48 E31 1/2" 3 11/4' -11/2 3/4 3/4" z 11/4 1.5 1.5" Lu 11 4 11/4" J19 26 3 4 11/4- 3 4 11/4" 1.5 L AN 6 3/4 0 3 3/4 tst J2 .Wp 3/4 11 4 1.5" Lu 32 27 3/4"11/ 3/4 J/4-- v 9 34 3 3/4 3 __j SUB CONSULTANT: 11/4 15" 11/211 - E33 40 lit/4 11/2 11/4, 1.5" 3/4" 3/4 �3/4 Soso -71 " 1-71 Ll 3/4 AL 3/4" 1" 1/4 6 4 /4 ' 1 1/4 3/4 11 14" 11/4 11/4": 3/4 J221 48 11/4 3/4 11/4 11/4 /4" 1.5 3/4 3/4 11/4" v 3 3 4 0 11 4 1 0 E34 20 11/4 J2 418 1/4 + 3/ x N 1 5 6 34 E39 3/4 11/4 3/4" 1511 1/4" 11 1 J24 28 11/2' 1/4 4" E38 6 11- 4" 6 /4" L15' 7� L 2" 3 4 26 E37 11/4 J/4" 3tl- 3 4 3/4" 10 1/2" /4 11 4 3 4" 61 /fE36\ is 4 Cie 11/4" uj \ 2 3 4 4 11 2 2 3 41" /4 1/4" 4 1 2" 11/4, 3 4 3/4 LOCATION F012 FUTU12E PUBLIC 1/4 ')/4 Al2T ELEMENT NOT APART OF 1/4 3"ln 21/2 44 J6 1 413 11/41" 3/4 THIS PHASE. 4 n. 3/4 1/4 n 11/4 35 3/4 4 J5 3: 1 114n 0 3/4 ftmm* — LOCATION OF FUTU12E THEME 3/4 3/4 4 3/4 SEAT WALL - NOT APART OF THIS PHASE. 1 \3/4 1/4 3/4 3/4 4& AL v Ir Lu 3/4 in 11/2 -3/4 6 31e 11/4 -j 3 11/4 3 3 4 11/4 6 1.5 j!) 11/2 4 11/4 N74 IA" 3/4 0 0 1A 0 + 5 3/4 v 3/4, 41 3/4 3/4 , a 111:27" 11/4 11/4 15 ff A 11/2 3 %too) 3 i2 9 3/4�! 3 UJ 3/4 4-- 3 F�7 z 7 1 11 4 14 14 TLJ a uj I a mmm� a 0 0 9 9=MIN >- %tow) qww� a mmm� ammmom IN Al a a vvk 0 LIMIT OF -VVOQK �,��Pl �CMRALROAD .20 : -7 h -,I mx 1p,JU vff�!7�-ff lix N2IN k i 0,114 4 01a,", I nr KEYMAP NTS) REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TRAFFIC BID ALT. FINAL CHECK IRRIGATION R/W PLAN AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REV. i��tIDSCA DATE INITIAL DATE jUE I ' �V,OFESS/ DRAWN CHECKED No. 24953 NAME DATE LICENSE NUMBER FILE Exp. f-z'/31 CIVI CITY OF RANCHO CUCAMONGA 0 F C Pi V'c OF CA PROJECT NAME CENTRALPARK SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH t!�3 IVA tq /A 9)&47,�I�1110lie"^ A41-1\1 CHECKED BY: LM DATE: 07-21-03 DATE COMMUNIt SERVICE DIRECTOR 0 10 20 40 SHEET: APPROVED SHEETkt-5 OF =4 NO. // DRAWING OF- LBA81 DME ARCENO. (XITYEN-G I NEE R 9070/29070-Cd Ranch Cucamonga Central Park 2 UENTRAL 0; C4 -7 NJ"" Lq 0 0 IVA ELMO.- A R K RANCHO CUCAMONGA .......... 4 /3/4 B11 85 14 15 219 11/4 11/4' 12 _7 11 3 /810\ 85 '0' 14 11/2' 4 MATCHLINE SEE SHEET LBA8.3 .10 31e 4 RJM D SIGN GROUP INC. 14 3/4' JU A 2a 949-493-2600 FAX 49-493-2690 14 2112' WWW.RJMDESIGNGROUP.COM B9 99 22 CONSULTANT: 3/49 21/27, 21/2' 3! 15 15 29 15 a 21 14 29 31e 30 9 14 3 14 a 100 A26 (03 a, 2H a 3" 14 4 y IIL4 11/2' 14 15 15 15 15 15 14 B 99 11/4' 2m 2" 11/4! 2' 14 99 A25 21 14 21 3/4! 11/4 0 0 SUB CONSULTANT: 14 15 A_r\ 29 21/f 37C 4 4 11/4! 3/4' 4 4 4 49 11/4- 4 97 A24 a 12 21 21 2* 30 3 11/f 15 15 15 21 L2 21 3* 15 15 14 a 3 4 29 f 1/4 1/4 11/2' 4 4 4 4 13� 14 0> is 11 11/4' 9 /2' 11/49 11/4' 11/4 15 11/4! 15 15 15 15 15 14 a 0 31e 0, a 21/f 4 21/27-1 ICY= 29 FOR REFERENCE ONLY, EXCEPT FOR -9 2m 21 14 21/2x 1 IL4 27 2* 15 1IL2 15 15 a IRRIGATION SLEEVING. 0.000 15 15 Uj A. Irrigation sleeving shall be included under 21/2' m B7 99 3* Base Bid contract. See notes, details, and 4 2m ifications for additiona in Jb specl I I ormation. 14 Uj 1A* 11/4 15 3- 11/4� 11/4! 1 IL4 19r- I _ B. Im ation point of connection, lateral service, L4 Ill 11/2' -15 15 15 15 1 11 5 An 3' ang stub out shall be provided as part of the 4 WL 96 A23 2' 21/20 11 0 base bid. See civil engineer's drawings. 2H 4�' 14 C Electrical service to irrigation controller 11/4! 1* locations shall be included as part of the ix 0 - 2' 0 1 114� OF, D15 15 15 15 Age. 06 99 ase i ee e ec rica en in 210 29 B5 85 30 30 dwo 4 29 4 U 14 4 For t I z 1 -11 -1,11 � 11/4' he Irrigation Legend, Refer to Sheet L3.17 Z 0 -11 - 1 11 " - 1 V) L IV 11/2' 11 ix 11/4!, 4 &L qW 41C 1/4! 11 11/2' 11/4* We ------- 15 21/2' For the Irrigation Water Calculation, of rT) --------- 15 15 15 Refer to Sheet L3.18. 2' us 21/2' 1/2' 11 29 11/4' !X 11/4' 11/2 1 L4 14 Lj L-, 11/4! 11/4� 15 15 15 B4 om, �3 - i -133 85 0 Sweeney & Associates, Inc. 2" Maelon & 40conaultino + U 38 Y 32 3' 3' 111/4' 0 Z. go 22 3ml 2* 2* 14 38730 Sky Canyon Drive, Suite C A 29 11/4! 11/4! 14 1IL4 Uj 14 15 15 ,, 79 Ph.909-461-6830 Fax. 909-401-8860 4 E-mail-1sweeneyloearthlinkmet U. 29 21/2 99 A22 27 I Ile 14 14 14 11/4! 14 LU 14 14 14 -i"W''_`_W f 21/22 31e 14 14 3/4' 11/4' 11/2' B2\ '57 14 14 190 ,I'- \t4 20 0 41441� " ;14) 3/4' OP A18 99 21/2' 14 34 21" 43 3/4 96 A19 0;)k 14 2 1.5" 3 4' 14 14 11/4! 11 L4 3 j3m 96 15 2 AD LU I r .......... A17 96 1/4- A K9 2 7 y 16 93 I ly 11/4: 2" 14 15 15 14 3 so A15 96 14 re 6 2" ;4 11/4 4, NOTE A: POINT OF CONNECTION SHALL BE A 6"DOMESTIC(FUTURE RECLAIMED)TURBO WATER Z. ............ 14 14 31e KEYMAP METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER 3m PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION '2" 69 SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE FOR CITY USE ONLY REVISIONS ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY lix 14 6'7 THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME DATE DESCRIPTION APPROVED INITIAL DATE 100 A21, 3le 210 9 SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1/2 3/r REFER TO IN E"B"AT LEFT STREET 13 REFER TO NO "C"AT LEFT WATER/SEWER -AT LEFT STATIC WATER PRESSURE 113 PSI -NO E:!D" REFER TO GRO/DRAIN DESIGN WATER PRESSURE 90 PSI 11/4* BID ALT. TRAFFIC MAXIMUM SYSTEM DEMAND 1000 GPM 3/4! 4 FINALCHECK \3 _7 3� IRRIGATION LIMIT OF WORK R/W NOTE B: n PLAN CONTROLLERA' SHALL BE A CALSENSE MOD.# AS CONST. BASE LINE 20AD ET2000-32-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVI DATE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING PIDSCA�)^ INITIAL DATE WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER DRAWN 'D,VERIFY LOCATION IN FIELD. CHECKED NOTE C: 7A r)n + o+-�e�� 41 CONTROLLER'B' SHALL BE A CALSENSE MOD.# _r_F U U 0 C+----- + 7 NAME DATE ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL LICENSE NUMBER FILE ........... ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING CITY OF RANCHO CUCAMONGA DO WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER OF ALW C 'D',VERIFY LOCATION IN FIELD. OTE- PROJECT NAME N CENTRAL PARK JOB NO.: -7 NOTE D: NOTE: 6" MASTER MAINLINE STUB-OUT FOR CONNECTION SENIOR CENTER AND COMMUNITY CENTER CONTROLLE R'D' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE,ANY VERTICAL TO FUTURE PHASE CONSTRUCTION. 11200 BASE LINE ROAD CEH ET2000-24-ML-RR/TP1/TP1 1 0/LRDOME-RR, INSTALLED IN A STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE DRAWN BY: SHEET TITLE "7- -7\/ ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED A CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REPRESENTATIVE PRIOR TO COMMENCING WORK. CHECKED BY: LM No. 24953 APPROVEV WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM NOTE: CONTROLLERS 'A!,&'B',VERIFY LOCATION IN FIELD. DATE: 07-21-03 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, 0 15 30 60 ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES DATE COMMUNITY kRVICE DIRECTOR NOTE: C �zl AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IVI MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO OF C APPROVED SHEET: IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SHEET�! OF 44000 BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. A OF DRAWING LBA8,2 NO. DXiE RCE NO. (71TY,ENGINEER Ranch Ciucarnonaa Central Park 29070/29070-Cd 1�3/4 riN il /4' 15 4 'ENTRAL "elm t,, -"I roft mahko 03. IL I,.- F-Ar NOTE A: POINT OF CONNECTION SHALL BE A 6" DOMESTIC(FUTURE RECLAIMED)TURBO WATER METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER VA R K PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATI I ON GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE RANCHO CUCAMONGA 00 ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 113 PSI INOIOCQ DESIGN WATER PRESSURE 90 PSI MAXIMUM SYSTEM DEMAND 1000 GPM NOTE B: CONTROLLERW,SHALL BE A CALSENSE MOD.# ET2000-32-MLR-RR/TP11TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL RJM DESIGN GROUP INC. ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE .—on' 31591 CAMINO CAPISTRANO -.0,00's' CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING -0000's' SAN JUAN CAPISTRANO,CA 92675 WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 949-493-2600 FAX 949-493-2690 'Df,VERIFY LOCATION IN FIELD. —s-nnso 'ns-sn'sn", WWW.RJMDESIGNGROUP.COM LIMIT OF= WORK NOTE C: nnnonnnnn sssnnonns, CONSULTANT: CONTROLLER'B' SHALL BE A CALSENSE MOD.# 14 is is 14 14 ET2000-24-MLR-RR/TPl/TP1 1 0/1-R-DOME-RR, INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE W- 0 14 CONFIRMED WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING -N WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 11/40 U <9 'D', VERIFY LOCATION IN FIELD. Foons-01 N %; 14 NOTE D: NOTE: 3/4- 12 314n 12 CONTROLLER'D' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL 12 15 15 hoommaml ET2000-24-ML-RR/TP1/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED 3/4' CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REPRESENTATIVE PRIOR TO COMMENCING WORK. 11/40 11/4! 15, 3/47 2* in 12 WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM in 12 12 NOTE: 1oe 12 a 15 SUB CONSULTANT: CONTROLLERS'A',&'B',VE RIFY LOCATION IN FIELD. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, 12, 1"s 11 0100 NOTE: ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES 3/4' 3/4' 15 000 MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 14 21/2' 3 m BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO C OMMENCING WORK. 12 m 12 3 11/4! rA 7A) 12 12 14 11/4- 0000010 12 3*11/4" 14 11/4 3' 010, f 11 3/40 9 3 01-111000, 12 14 30 sosoomoo in 3/4' 11/14 :101, on. 3/4m 14 15 0000, 3 1 3 o 3 11/4! 6 97 A29 Y�- in 14 E PT F R 12 3o 0 2% 3s 11 3' moop 11/ 6 84 C6 in F R R E F E R E N"C E 0"' kN1 LY, EM. 00000' 3 "sn, o 14 15, 27 1 R R I C"7"'A T I ON 'N' SLEEVINN G" -�.d000` is 4000, 1/2m '.000e in -osoloososo� in 15 01 - A. Irrigation sleeving shall be included under 6 3/4, Adop, VIC- I- Y Base Bid contract. See notes, details, and 14 I/4s 15 3 1/2o ons for additional information. 14 specificati 15 4 4 B. I rr*ILAation point of connection, lateral service, loe 15 — 4o—I z " — I I %J 99 C5 I 14 and stub out shall be provided as part of the 2H 2 base bid. See civil engineer's drawings. 00" 12 x 15 3 Uj C. Electrical service to irrigation controller x ff locations shall be included as part of the 4 15 base bid. See electrical eng*neer's drawings. 12 1/2x A U/ 4 z 00 .00, 00 8 9 C4 99 11/4' For the Irrigation Legend, Refer to Sheet L3.17 314' 12 lop 2" 2* 2* is 11/4- Uj Age. C3 99 For the Irrigation Water Calculation, 3 Refer to Sheet L3.18. 3x 9 11/4! X A ca 314' 4 4 Wo I 1 8 0 3* 100' F '000NN in it C2 21/2' 3 14 21/2- 99 2*- 3' 6 2*,, 0 15 30 60 11/47 9 3' 11/4* J. 1 Ile 15 4 4 4 4 4 3, Sweeney & Associates, Inc. 21/2, Irriontic;on Maelan eL 45conaultina 31 3* 14 21/27 38730 Sky Canyon Drive, SWte C z 9 21/2" o Murrieta, CA 92503 Z Ph. 909-461-6830 Fax. 000-461-6850 CorNed E-maile Isweeneylosarthlink.net U. 2' 11/2 PIROFFR� 11/4� 4 4 4 Jos B16 99 W 2" B15 99 NO.24953 5 5 25 2* EXP-4 6 r 2" 99 /Z7 �1314 99 6 3s' 2 2/0 L r A UF 5 3, Lit 11/4 11/4' B13 85 4 4 4 is 2s As 8 —_j Uj 12ALROAD,, 2 8 11/4' �A 2m If /Y 11/4" 11/4 4 4 4 8 9 11/4 3/4' Al, 14 3 11/4 in 0� 11/4 --------- 12 Al KEYMAP 14 3 FOR CITY USE ONLY REVISIONS 4 3 4' DATE DESCRIPTION APPROVED INITIAL DATE 12 TITLE: STREET 14 14 WATER/SEWER in 11/4' 2m GRO/DRAIN 912 99 14 TRAFFIC BID ALT. 21' FINAL CHECK -ix IRRIGATION 14 4 14 PLAN I Or,, /4! AS CONST. 4 1311 85 3/4 ��I 4 0� 15 21" THESE PLANS WERE PREPARED BY: FOR PRIVATE USE DATE 29 F1 1 RE $IDS PAP, 3 14 3 B10 85 1.5s Ar INITIAL DATE jil U E 21/2 z.- 2s 10-0101, DRAWN 2 3/4' CHECKED Q--1)� 14 s 35 DATE 31,r 3!- - FILE 2* ro) A 21/f 11/2 AV o is B9 99 CULINE `EE 0-4HEET LBA "%.2 -11, CITY OF RANCHO CUCAMONGA MATC, F CAV 91/go 21)(2o CAV ---------------- CENTRALPARK 44MV 1007 PROJECT NAME 290-70 o JOB NO.: SENIOR CENTER AND COMMUNITY CENTER q 11200 BASE LINE ROAD o DRAWN BY: CEH SHEET TITI F CHECKED BY: LM APPROVE DATE: 07-21-03 DATE COMMU kTY S E RVI CE D I RECTO R APPROVED SHEET: SHEET OF DRAWING OF— L 13%A 8%.3 NO. TATE RCE NO. (.;;ErrY ENGINEER j Ranch Cucramong -Cd ga Central Pork- 29070 '29070 Ile All N %,,r__.NTRAL — &al or& S THE12N PACIFIC PAIL120AD ------------- U A R K SOUTHERN PACIFIC, PAIL20AD (:D RANCHO CUCAMONGA IN foon— onon"on' ............... RJM DESIGN GROUP INC. /001 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 9 -493-2600 FAX 949-493-2690 49 WWW.RJMDESIGNGROUP.COM 3/4 3/4' 18 3/4' CONSULTANT: onnonfoon' nonnionno 11/4' 3/4' 11/4" 7 1,C, if ::;f000ff .."noon' no-offoon I A 11/4! IN lonfooll 15 0offoono 11/4' 21/29 oonnooll -olool 3/4! 3 0 11/4' 00 .."iffoon 2* 11/4! E3 14 a I IN 3/4' Y4` .-Noolon, SUB CONSULTANT: 10 looloo'no' 1/2" 0000foNo 29 1 /2' lilt 11/4 21/2' /C10\ 65 11/4 El Vt� 2- w w UlsAllol 31ron IN OL 21 3/4" All Efooffill a 1.. 1- 11 4 .."noolon hood if 64 C12 C15 T 3/4 14 2* 1.5' -mma 14 ;8 C 314' 3/4' 3/42 0 C13 offool a 2* loop 1 4 C 1 sin 3/4' 0000" 3/4' .."onown' 8 if 14 C9 84 3 a ANN, fil I C11 52 11/2' 3/4' 11/4' 000l I r wool 3/4'_ IN 1. Ve -11% 1 1 8 216 no on no We on w on —P./ri fin 8 11/4" 1.5" 14 nonfoon" offoonflon, 10 11/4! 14 nonfooloono 14 3 if on 9 An, —foonon, 3 21/2' IN An. 14 if if 14 2' 3/4.,- 22 C8 33 11/4! IN 14 6 9 1.5' 9 2' 2:,e 11/2 9 .00, 9 12 21' 11/4' 8 3/4' 11A' A31 97 Uj Z IN 15 *o ..... Uj _,D2 4' wool in 11/4' 8 - > 19 1 1Y 3 < 2" 3 a 3 3/4" woom 3" NNNNN doop 11/4' C7 82 in z Oil -oF, 22 woov .."Noolon" 21/1' 2o 12 000 14 C� ..."o-ol '14, -11, 3/4 LU 0000 3 a OoOR 11/f —.0v In 11/4' 11/2' is in 3/4 00- Pill- /4 o __0 6 3/4" r% 6 0 11/4" 8 IN 000, IN 3 400� ;> 31 \\4 z Ve w - Fw 11/4- is 3/4' ir 000000% 4. 3 LLJ z Sol amav --foonfoon =No ......-Nonflonowl on"No' A 6* ---saw 4r all US —F—F I AV k.J 'I A % 0 15 30 60 L 9 Ik Sweeney & Associates, Inc. IrrioeLtIcon Mosalan & 10alinaultinja P/ 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 LU Ph. 909-4611-13830 Fax. 909-461-8850 IL I -mail, lsweeneyloearthlink.not F E &D j U. A LU, ;> Cie o Uj Aff liZ. 7=Mg� X N 7L NOTE A: POINT OF CONNECTION SHALL BE A 6" DOMESTIC(FUTURE RECLAIMED)TURBO WATER ??,0FESS/,1 KEYMAP METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER IOSE NTS) PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE NO. 24953 ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY REVISIONS FOR CITY USE ONLY vz// 3 THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME DATE DESCRIPTION APPROVED INITIAL DATE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TITLE: CIVI STREET STATIC WATER PRESSURE 113 PSI OF C WATER/SEWER DESIGN WATER PRESSURE 90 PSI GRO/DRAIN MAXIMUM SYSTEM DEMAND 1000 GPM TRAFFIC BID ALT. FINAL CHECK IRRIGATION NOTE B: R/W CONTROLLER'A'SHALL BE A CALSENSE MOD.# F 0' R rK"%EFErK%E1K4(Cft E %f,-JN kN'L%T/ EX/CEPT Rol" AS CONST. PLAN ET2000-32-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE I R%R I Go"A T 1 1%D IN S L E EIV I'N'G` CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVIPSM,,tNV4U0(;A DATE --- ------ ------ WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER A rrigation sleeving shall be included under INITIAL DATE tAWE�1— 'D',VERIFY LOCATION IN FIELD. ase Bid contract. See notes, details, and DRAWN T� V NOTE Q specitications for additional information'. CHECKED CONTROLLER'B'SHALL BE A CALSENSE MOD.# NAME DATE ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL B. IrrIC-1-ation point of connection, lateral service, ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE �Cj_ LICENSE NUMBER FILE and stub out shall be provided as part of the CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING Date CITY OF RANCHO CUCAMONGA WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER base bid. See civil engineer's drawings. 44- 'Dl,VERIFY LOCATION IN FIELD. It'OF C Vw C. Electrical service to irrigation controller PROJECT NAME CENTRAL PARK NOTE D: NOTE: locations shall be included as part of the SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 CONTROLLE R'D' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL 11200 BASE LINE ROAD ET2000-24-ML-RR/TPl/TP1 10/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE base bid. See electrical engineer's drawings. SHEET TITLE DRAWN BY: CEH, ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED RIP iol� + CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING A/ REPRESENTATIVE PRIOR TO COMMENCING WORK, CHECKED BY: LM WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM NOTE: A11ROV CONTROLLERS 'A',&B',VERIFY LOCATION IN FIELD. For the Irrigation Legend, Refer to Sheet L3.17 /�? BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ? DATE: 07-21-03 NOTE: ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES For the Irrigation Water Calculation, DATE COMMUNITY S(RVICE DIRECTOR MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT Refer to Sheet L3.18. APPROVED SHEET: BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SHEET�lo%le OF,�� DRAWING OF LOBA8,4" (,h,�kllw_.�, NO� bfY E� T DA*E RCE NO. GINEER I Ranch Cucarnonga Central Park 29070,'29070-Cd Nab, 0 PIP ------------- -------------- "E" "RAL NOTE A: N POINT OF CONNECTION SHALL BE A 6" DOMESTIC(FUTURE RECLAIMED)TURBO WATER 4C METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER F " R REFERENCE ONLY U , EXCEPT FOR PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC IRRIGATION SLEEVING, INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY A. Irrigation sleeving shall be included under THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME Base Bid contract. See notes, details, and SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. specifications for additional information. STATIC WATER PRESSURE 113 PSI 04 00- 0 B. Irri%..Aation point of connection, lateral service., DESIGN WATER PRESSURE 90 PSI MAXIMUM SYSTEM DEMAND 1000 GPM ana stub out shall be provided as part of the Y A base bid. See civil engineer's drawings. NOTE B: F.-ANCHO CUCAMONGA ONTROLLERA' SHALL BE A CALSENSE MOD.# C. Electrical service to irrigation controller C ET2000-32-MLR-RR/TPI/TP110/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL locations shall be included as part of the ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE base bid. See electrical engineer's drawings. CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'Df,VERIFY LOCATION IN FIELD. NOTE C: For the Irrigation Legend, Refer to Sheet L3.17 CONTROLLERB' SHALL BE A CALSENSE MOD.# ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL For the Irrigation Water Calculation, ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE Refer to Sheet L3.18. CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING RJM DESIGN GROUP INC. WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'D',VERIFY LOCATION IN FIELD. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 NOTE D: NOTE: 949-493-2600 FAX 949-493-2690 CONTROLLER'D' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL WWW.RJMDESIGNGROUP.COM ET2000-24-ML-RR/TP1 PITP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED CONSULTANT: CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REPRESENTATIVE PRIOR TO COMMENCING WORK. WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM NOTE: CONTROLLERS 'A',&'B,VERIFY LOCATION IN FIELD. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, NOTE: ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES Onnoo- MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 10 IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 10 BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. 3/4* SUB CONSULTANT: 3/4" 3le L/Mj 8 �VOQK in 14 14 in 14 is Is 14 14 in 00 14 14 0 V4 11 le in 3/4! 14 27 11/2* -------- 14 15 3le r\ I is 15 14 ...... 3/4' 4/44/7� 14 14 21/f 21/2! 27, 11/2- 1 /4! 1-2 L 14 14 15 1 114r 15 -11/4* is 1/4, 15 14 35 14 35 14 Uj 14 ff iiX 3/4' in 1 1L4 11/4' 11/4! is, 11/4" We ille 15 15 15 15 IPA* 14 3 4' 14 0 Ennnsl 64 us ? 0S 14 1 0 14 00 a dam 1%mn- " I / I .A 14 40 3 Z low 21/2' 14 100000, -1 is is? 1114' ily in 14 &'00. 15 11/4! 15 '11/27 1 11/40 15 3j 4 14 11/2- 11/2* LMLMJ 14 in 11/4& P-si 4 ily 44L 21/2- in 11 r I 31 , , I I — I'll, I I -dd qr 3/4" 11/4' 3/40 11/4- 11L2 illf 11/4!,, 11/4' 111f 11 11/4' is is 11/4. 11 11L4: 11 s 15 15 15 AF"FR& 15 1 15 15 N/ %*J 14 in 3 ------- wi 30 AV 211V 21/21, 1/, 0 15 30 60 3 is 440 14 14 is 11/4! PAR 11/4' in, 1 IL4 is 11/4' 11/40 1 iLf I 1L4 11/e is 3 14 15 15 11L2 15 15 15 1 15 15 14 14 Sweeney & Associates!, Inc. Irriantic)n Maelon C:;cPnau1t1nQ 30 U 39 3& ""Oft 38730 Sky Canyon Drive, Suite C z 11/4' Murrieta, CA 925e3 LU I I/e 2H 11/4! 14 A-r\ 1IL4 11/4' CarMed ""ft 15 15 15 15 15 Ph. 909-461-6830 Fax. 909-461-6850 E-mail- lsweeneyloearthlink.not 4 U. 4ft ft 14 14 21/f nnnnnnnnn 29 14� I 100 A9- 30 11/41, ff It W 30 AF "Miss 11/2' 11/4- 11/4* 10 11/4' 3/49 \4' 14 14 14 15 14 14 14 14 11/4- 14 is V 96 A10 --ftne"a 14 20 14 14 000, doop 11/4" 14 99 3 2 14 is 3/4' VIC 3/4 2* 10 14 14 /2" 14 14 or 14 is 1 %144. -.Mu --I 99 /Al2\ "mom 3/40 14 14 3" ff X 4,-��IJR-CM—RtN PACFF91C RAL "Mm ftooft 14 11/2' LU 3W 14 A14 99 7- 3/4' 2' A17 96 14 99 Al 3 t 230 14 A f" Al 6 93 2v 41/7' 11/4 0 21' 14 ,\X, A15 96 28 Zj"" KEYMAP NTS) REVISIONS FOR CITY USE ONLY 0 DATE DESCRIPTION APPROVED INITIAL DATE + TITLE: �,T,11 00 STREET WATER/SEWER U� GRO/DRAIN J BID ALT. --------- TRAFFIC FIN L HE K IRRIGATION R/W PLAN n n S CONST. 6, BASE LINE ROAD BASE LINE ROAD THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REV 'IDSC DATE F INITIAL DATE WE, e Vol DRAWN 0 co A A CHECKED C.D k, 1")--7 -7 0 7 r,� -7-7 E) NAME DATE -,n+ee ;3� + 0 24-00 2%5+00 -z-u 0�j-7 LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA ata 0 C PROJECT NAME CENTRALPARK -70 JOB NO.: 290 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD CEH SHEET TITLE DRAWN BY: 24953 CHECKED BY: LM APPL Pxp� 0i �Clvl DATE: 07-21-03 OF C DATE COMII!!Illill;''�ilillil';��:i,fl��SERVICE DIRECTOR APPROVED SHEET OF SHEET: DRAWING_ OF- LBA8,5 AAXILL2�-- NO. DATE RCE NO. Q�WY ENGINEER Ranch Cucamonga Central Park 29070/29070-Cd bkm I WEEhk 0`� 4 0-7 0- C -0-1 IL Lo %===Mm� WNW C4 N"RA /A Af� 14 14 14-7- 14 14 VqOI2K 11/4 14 OF V,0121-' LIMIT OF Ily 114 14 —14 LINAIT .000"M 14 14 14 11/4' 14 14 3/4' 14 2`1 ELI.- 11/4* �L4 P A R K 14 11/4' 11/4' 1 IL4 in 11/4 15 15 RANCHO CUCAMONGA 2' 21/2 \N% 14 3/4' in is 14 15 is 11/40 As 0 11/4! 11/4s 15 00 21/2' 30 11/4' 11/4' 11/1" 29� 15 1 00 Ar is ily is 15 15 15 11/2' 11/2 We 15 11/4' 15 31591 CAMINO CAPISTRANO 3' SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 2v WWW.RJMDESIGNGROUP.COM 3/4' lop 11/4' 2v , i SULTANT: is 14 15 15 15 15 2* 14 15 Ily 11/4' is 14 14 Vs 14 ..... 14 LIMIT OF W 12K 3 14 21/2 14 --soon' 81 is /A 4/; 14 3- 20 A5 11/4 ------------------------ 1 14 .000 3/4' 2a 1/21# 21/2' 000" 3 0 000, 14 3v 3 in U 7 in 14 99 ss� A7 10000, 000, 000, 22 is 11/4' 6...4 is 3/4' A4 99 SUB CONSULTANT: 15 Q 14 14 2* -Q/ 14 ZV 0 11/40 3/40 A3 99 40 20 3/4o! 11/2' J, 96 A8 14 0001, 2* 14 11/42 a 2P J1 4� 4(/ 25 14 21/2 14 34 21/2' N I 14 11 11/2 1 N. Co 3/4 2 14 2 A2 99 14 2x 3/4! 14 15 1114' 14 14 LU 11/4! LU 14 us 14 Ono ;> Al 98 2& 2D is 11/4' 11 2 20 30 15 14 + + 0 < 14 < <1 4) 00 U� F- U- V)- 3/4' 3/,r :3/4' is T3/4' <13 14 X 0 0 15 30 60 cb� n 0 BASE LINE 120AD Age. Sweeney & Associates, Inc. lrrlamtic�n 049alon 4L 4=;cPneujtjnQ z 7:7, C LOOO 38730 Sky Canyon Drive, Suite C TOO .3 00 Uj Murrieta, CA 92563 C Lo 7T 18-tee— +e-&-- -Z:O+uu -21 0 oe- 2;3+ 24-00 Ph. 909-461-6830 Fax. 909-481-8860 - E-mail-Isweeneyloearthlink.nat U. "D I Uj RAILROAD. LU 6 NOTE A: FOR REFERENCE ONLY, EXCEPT FOR POINT OF CONNECTION SHALL BE A 6" DOMESTIC(FUTURE RECLAIMED)TURBO WATER METER WITH A 6"SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER IRRIGATION SLEEVING. C LOOO PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION ......... SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC A. Irrigation sleeving shall be included under INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE Base Bid contract. See notes, details, and KEYMAP ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY ffications for additional information. NTS) THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME specl I SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE 113 PSI B. Irrication point of connection, lateral service, DESIGN WATER PRESSURE 90 PSI ang stub out shall be provided as part of'the REVISIONS FOR CITY USE ONLY MAXIMUM SYSTEM DEMAND 1000 GPM base bid. See civil engine' er's drawings. ?,0FESs DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 10S STREET C. Electrical service to irrigation controller NOTE B: WATER/SEWER CONTROLLE R'A' SHALL BE A CALSENSE,MOD.# locations shall be included as part of the No. 24953 GRO/DRAIN ET2000-32-MLR-RR/TPl/TP1 1 0/1-R-DOME-RR, INSTALLED IN A STAINLESS STEEL base bid. See electrical engineer's drawings. TRAFFIC BID ALT. ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE 4; Exp. FINAL CHECK CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING IRRIGATION WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER CIVI PI/W PLAN 'D',VERIFY LOCATION IN FIELD. For the Irrigation Legend, Refer to Sheet L3.17 CALI� AS CONST. NOTE C: For the Irrigation Water Calculation, THESE PLANS WERE PREPARED BY: FOR PRIVATE USE CONTROLLER'B'S HALL BE A CALSENSE MOD.# REVISI VIDSC,4�� DATE ET2000-24-MLR-RR/TPl/TP1 1 O/LR-DOME-RR, INSTALLED IN A STAINLESS STEEL Refer to Sheet L3.18. INITIAL DATE U E r ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE DRAWN CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING CHECKED WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM CONTROLLER 'D',VERIFY LOCATION IN FIELD. NAME DATE LICENSE NUMBER FILE NOTE D: NOTE: CONTROLLE RD' SHALL BE A CALSENSE MOD.# CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL CITY OF RANCHO CUCAMONGA Date ET2000"24-ML-RR/TPl/TP1 10/LR-DOME-RR, INSTALLED INA STAINLESS STEEL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING REPRESENTATIVE PRIOR TO COMMENCING WORK. PROJECT NAME CENTRALPARK WORK. CONTRACTOR SHALL CONNECT TO COMMUNICATION CABLE FROM SENIOR CENTER AND COMMUNITY CENTER JOB NO.: 290-70 CONTROLLERS 'A,&'B',VERIFY LOCATION IN FIELD. NOTE: 11200 BASE LINE ROAD BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, SHEET TITLE DRAWN BY: CEH NOTE: ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES /\/ MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT P�211&47rip CHECKED BY: LM BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. APPROV/D A DATE: 07-21-03 DATE COMMU N ITY S E�RVI CE D I RECTO R APPROVED /z/f)90 SHEET: SHEETt�dr 0 F A DRAWING_ OF L B A 8,6 I NO. NO. (.qrY ENG'ItTEER q DATE RCE L--j Ranch Cucamonga Centrall Park 21/1070/29070-C-d L 3147 31e L3/ s 'Ile SHRLB LEGEND UENTRAL BOTANICAL NAME COMMON NAME SIZE OTY REMARKS ACHILLEA TOMENTOSA 2'-Om O.C. S-1 WOOLLY YARROW 5 GAL. 189 S-2 ALOE ST121ATA HYBRID 2'-0" O.C. CORAL ALOE I GAL. 80 S-3 ALYOGNE HUEGELII 4'-Om O.C. ILI 0 0 P.. BLUE HIBISCUS I GAL. 42 BUDDLIEA DAVIDII 'PINK CHARMING' S-4 BUTTE12FLY BUSH VA121ETY I GAL. 25 S-5 BUXUS MIC12OPHYLLA JAPONICA 31-OM O.C. r A R K JAPANESE BOXWOOD I GAL. 455 RANCHO CUCAMONGA I — CISTUS X PURPUREA 31-On O.C. S-6 ORCHID ROCKROSE I GAL. 109 CUPHEA HYSSOPIFOLIA I GAL. I'-6" O.C. FALSE HEATHER 507 PHO12MIUM TENAX 'DUET' f-on O.C. S-8 NCN I GAL. 906 2 ESCALLONIA 'NEWPORT DVVAI;2F' I GAL. 3'-0" O.C. S-9 NCN 60 RJM DESIGN GROUP INC. LLLLL FESTUCA OVINA 'GLAUCA' -O" O.C. S-10 BLUE FESCUE I GAL. 711 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 G12EVVIA CAFRA 31-10" O.C. WWW.RJMDESIGNGROUP. LAVENDER STARFLOWER I GAL. 91 CONSULTANT: HEMEROCALLIS HYBRID S-12 EVERGREEN DAYLILY I GAL. 604 2'-0" O.C. 110 Lij RED FLOWEFIg S-13 BLUE OAT GRASS it 11 11 11 "1 -12VIRENS It I. HELICTOTRICHON SEMPE z I GAL. 90 2'-0" O.C. Uj > S-14 HEMEROCALLIS HYBRID I GAL. 7-0" O.C. 0 0 9 0 EVERGREEN DAYLILY 764 ORANGE FLOWER < z z z Q 7 z z z JUNIPE12US CHINENSIS 'GOLD COAST' 7-0" O.C. z z z z I GAL. S-15 -7 -11 -7 NCN 510 12 12 Uj (490 -9-16 LANTANA MONTEVIDENSIS I GAL. 4'-Ou O.C. S-37 TRAILING LANTANA 90 -.".06U '.Uduz. SUB CONSULTANT: z LAVENDULA DENTATA 0 L.I 0 t 16 N I GAL. 31-01, O.C. 1 0 -17 .10.0 FRENCH LAVENDE12 116 -3 349 S-5 , 11" 2 7 S-18 LIGUSTRUM JAPONICUM I GAL. 2-6" O.C. APANESE P121VET 880 17 �32 y y y y L1121OPE SPICATA 'SILVER DRAGON' 1� ), S-19 LILY TURF I GAL. 891 11-0" O.C. S-29 yly y y PELA12GONIUM PELTATA 0 S-20 1-6" O.C. IVY GE12ANIUM I GAL. 138 + PHORMIUM TENAX 'TOM THUMB' 1<XX XX S-21 DWARF NEW ZEALAND FLAX I GAL. 21-01" O.C. - 35 �;x XX 2 rR2 S PITTOSPORUM TOBIRA 'VARIEGATA' I GAL. 4'-0" O.C. NCN 1852 PHO12MIUM T. MORTICIA' 1'22 S-23 I GAL. 131 31-0" O.C. NCN S-28 , PHO12MIUM T. 'VARIEGATA' * I GAL. 1-00 O.C. S -24 3 Al NCN 294 Uj 12HAPHIOLEPIS INDICA 'BALLERINA' �14 S-25 INDIA HAWTHORNE I GAL. 133 7-6 O.C. 9 -PIS INDICACLARA' RHAPIOLE 3'-0" O.C. Uj S-26 INDIA HAWTHORNE I GAL. 1155 0 /v RHAPHIOLEPIS INDICA 'DANCER' 261 S-27 I GAL. 31-01, O.C. INDIA HAWTHORNE 09 S-37 120SA FLORIBUNDAMARMALADE SKIES' OWN on n * I GAL. 3'–On O.C. S 120SE 63 Uj Z 120SA MEIDILAND 'BONICA' S-29 I GAL. 31-01, O.C. MEIDILAND 120SE 32 z -.00000 '"ra- op 0 20SA MEIDILAND 'CHERRY MEIDILAND' S-3 I GAL. 31-00 O.C. 0 MEIDILAND ROSE 34 0 —Now 0 xz x _j 0 XX XX XX 120SA MEIDILAND 'CORAL MEIDILAND' S-31 I GAL. 31-01" O.C. X XX XX XX XX XX x MEIDILAND ROSE 2047 AOM%k + ROSA MEIDILAND 'PINK MEIDILAND' F lk S-32 I GAL. 31-00 O.C. -IDILAND 120SE ME 43 Ohl 120SA MEIDILAND 'SEVILLANA' I GAL. 31-0" O.C. S-33 ROSEMARY 47 f POSMA12INUS OFFICINALIS 'COLLINGWOOD INGRAM' S-34 POSEMA12Y 3"On O.C. I GAL. 252 —400 SANTOLINA CHAMAECYPARISSUS S-35 –101, O.C. * I GAL, 3 LAVENDER COTTON 163 Uj xxxxxxxxxxx TULBAGHIA VIOLACEA x x x x x x x x xxx S-36 1-6" O.C. x x_x_x x x SOCIETY GA12LIC I GAL. 360 TRACHELOSPERMUM JASMINOIDES I-6m O.C. S-37 __j STAR JASMINE I GAL. 12026 UJI 77 fir VIBURNUM TINUS 'DWARF' IF. AI-T- .0-N f— I A-1 7 v v S-38 LAURISTINUS I GAL. 18 31-00 O.C. LIMIT OF"'WORK -NIA J. 'KLEIM'S HARDY' S-39 GARDE 7-6 O.C. De NCN I GAL. 75 CAMELLIA HIEMALIS 'SHISHI-GASHIRA' S-40 NCN I GAL. 12 4'-0" ESCALLONIA EXONIENSIS N -02N PAC19C 12AJLQOAD 4'-On SOUn ILIJ S-41 NCN I GAL. 74 E AL \ANE LEGEND BOTANICAL NAME J COMMONNAME SIZE OTY REMARKS > PARTHENOCISSUS T121CUSPIDATA V-1 BOSTON IVY I GAL. 67 A V-2 WISTERIA SINENSIS CHINESE WISTERIA 5 GAL. 26 ROSA X "CL. CRIMSON PILLAR" AT THE BASE OF BASEUNEM! NCN I GAL. 80 EACH DATE PALM KEYMAP NOTES A� vH Q) ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. BID ALT. UPSIZE I GALLON TO 5 GALLON SHRUBS. REVISIONS FOR CITY USE ONLY FOR PLANTING INSTALLATION NOTES E DETAIL SEE SHEEEFT 7. DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET ALL T12EES Al2E TO HAVE STANDA12D FORM AND MATCHED SIZE/BRANCHING WATER/SEWER CHAl2ACTE121STICS PE12 SPECIES. GRO/DRAIN THE QUANTITIES SHOWN Al2E F01212EFERENCE AND BID COMPA121SON PURPOSE TRAFFIC BID ALT. ONLY. CONTIZACT012 IS RESPONSIBLE FOR CONDUCTING HIS OWN Al2EA FINAL CHECK SHRUB PLANTING TAKE-OFFS AND UNITS COUNTS. 1%_3?jkof ESS/ R/W JOS PLAN ALL SHRUB Al2EAS (EXCEPT HYD120SEED AREAS) SHALL 12ECEIVE A 3' LAYER OF AS CONST. BARK MULCH SEE SPEC11FICATIONS AND PLANTING DETAIL SHEET. No. 24953, �7 I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE 1200T BARRIER AS LABELED ON PLAN: REVISIONS DATE 17xp. CA P,,c- INITIAL DATE Ll REPRESENTS INNE12 OUTE12 VENT SU1212OUND 1200T BA12121ERS BY VILLA LANDSCAPE PRODUCTS, INC. o (714) 630-3180. INSTALL AND CONST12UCT PER CIVIL DRAWN CU121ZENT MANUFACTURER'S SPECIFICATIONS, OF W CHECKED 1A (TOTAL - 861200T BARRIERS) SINGLE PIECE 18" X 70" F01215 GAL. ---NAME DATE Signature 5L31/20 Renewal D SINGLE PIECE 18" X 156" FOR :36" [BOX 111;cl SINGLE PIECE 18" X 1080 FOR 24" BOX LICENSE NUMBER, FILE Date VINES ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS F012 CLA12ITY ONLY. CITY OF RANCHO CUCAMONGA of- C A CONT12ACT012 SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. PROJECT NAIME CENTRAL PARK JOB NO.: 290-70 LOCATION OF AG120NOMIC SOIL TEST. SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD T12EE FEEDE12 SYSTEM (82 TOTAL) SHEET TITLE DRAWN BY: CEH REPRESENTS W.A.N.E. 3000 12" UNIT TREE FF-EDE12 SYSTEM BY WANE TREE � ,- e_ )�b W&41T �51�" q7 I�COfAl SYSTEM e (813) 961-1060. INSTALL PE12 CU1212ENT MANUFACTURER'S lt�w CHECKED BY: LMI ,0 SPECIFICATIONS. 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' ' \ \ 11: 1 hFulmol --------,", C�-, -, I r I � :// � . � . �\ � / / I '� 2 BAILEYA MULT112ADIATA i� I �I �� -- - - liiiii'llill�ll --- -- ------ - � I 11 I/ x1t 1� I I \ C1111 I THESE PLANS WERE PREPARED BY: REVISIONS ------ DATE - 11 - I I I , / / ---�- FOR PRIVATE USE , --, / 1--1 //::". I j ,\\"I rl\ Af k -�, -, I I \:-��— � — - - I Z ---1-1 02� 1 1 lge .. I J: i �/, 1 1 1 � ,-,I",i,-, , : "I \1 I / '/- , / / I \ 2 ESCHSCHOLZIA CALIF012NICA IV , .I .-:�-T4- I INITIAL DATE pe , I / , X- - / ��// -1� / � 11 I I / i 0. 24953 i=j-'! � -�\ L � - i I � C- i �A . . � / - / ,--/ �\ -%I Exp I '?/, - ,---/ -, DRAWN . ,:, ; I 1� , \ * / I " \�-� 8 GAZANIA SPLENDENS MIX COLORS . , I � �' - . ; I 'I- � 'A k i - �' -- I I i ` 9 -� I-\ �-,- ------\ 11-, d CHECKED � ---1-11 - / i � I I ,',�' VTA � I . - I - � ---'I,/ \\ /11 �-� 11 I / I i -1 N It . ,,, - I r(:31 C j i - -1 , j it / I /\ I 011/1L.- I ! Slgnctu — 9 -I I /I I � --- 44 `,-,� � R I \�------/ /I- 11 � . I k LOBULA121A MA121TIMA 120YAL CARPET NAME D E --j I \ 5 i / 11 I / I � � 6 i j I / � \/---, ,yf CALj:,,P` .11;1 5/31 Z2005 *j - -------` i / - i �'fil� ---I- �, Renewal Date ! ,1 -i \ i 1----�-- - LICENSE NUMBER FILE Lp IT i I I ) t I I I I I I ,-,----' --� OENOTHERA SPECIOSA i z I--�- '_-Z---'�---- 3 \\ I-N 1-1 I ", - I 31 ,e% A - Ii i I -------�- � -C\� I = I - .1 . — A***& N I M -----�- / �/ "--*" I',- — ",--�— - 4� 0 'CAMU U A � I, i C I TY U"*%' F R A 1`NC H U U � ---------------, I / I - VERBENA TENUISECTA � � -A 1 6 � — I I = 11 i / , /F � - - - -F C A i Z, I I \ -- - � - \ � I - 11 � k / - 1 1330 i 1330 __--.r // 11 \ !I I I I ! . / � - ------4---E *6- — ORCHARD/SLOPE Al2EA PROJECT NAME CENTRALPARK JOB NO.: 290-70 i � ..",� - - 5 1 � -----I------------�- I I i - - � - I- ! - --4-- -- I SENIOR CENTER AND COMMUNITY CENTER � , . i C11 ----------------- � � I . i — . . 01 - I 11 1\ / / It . 1: - 11200 BASE LINE ROAD � - � / -1 I - - I � � iii - SAVE12 FESCUE BLEND BY AGRONO-TEC-TE=-C SEED CO. DRAWN BY: CEH , I - SHEET TITLE iI —— - - --- - � z z = ---------,------ i ,-- s � — � - - � . -- � - I ---------v------�- . -��- �-- -�---- OP I - - . -,— -...�- ..A�- — 11*1�V 41,77 � z:7 t zt— � I z . � I . I �' - ,-----,------V— � � � - — , .111.1" -- - ^ : ,74�,/--� - ---- I*- z z- -- // CHECKED BY: LM : I �f -- : - - � LW Or-WORK TLRF Al2EA " I ------ -,� ,"-� - ", " I i -- C A " � � - I � :) f,T-� Q,/�, APPR D I , I --L ,j3 1 1� - I , I -, t 0 J I ,�L ..... -1 3� � 1 4 r) -� I L2LLL- iL -1� � ---- -- . �-,'J? I � 111-mill �-------- ----/ I I 11, \ (BASE LINE ROAD SIGN � I 11,/ .. . I .. . . *. . I ! 4 -------4;::)-M-30 - - - - . ... . ... I , DATE: 07-21-03 , , I :: : - / �- — — --- --, .... .... .. .. I � -- - — -I,— ,— — ----� , ----�— -- — — ... . G-1 MARATHON 11 FESCUE=- HYDROSEED PLANT 7C?Lev� � _--- — I - — ---- — - — --ass— — ---- :�:�� -77- — ,.I, .%% "".%'. PE12 PECS. CE DIRECTOR �ilillill:l,lli,�l 01111111111111111111111 : . .. . . ... ... COMMUNITY SERA4 ; --- _I----- �,Idli,zci",�-,-4 uAa — DATE I -- -- --------=- I -- — — I � - — — — --- -- ---� 0 25 50 100 ' : i — BASELINE RD ---- I � APPROVED # #'p / I : -";7 *# I -I- I I-. 1- -- -� -- --- ,1� I 11 I-e 1--,�' SHEETO��g OF-& I—, �- , ?�� I 11 I'll, iee v u �- -7- ,----1 - . -�z I -'r ,4 -A " - --�,� �� ---� -Ili I I "I � -- 757,f�l � '] , -- L��`%iIi � 777- - ii -1 ,�� ,�,�-�,�-, 777---17;77,7--;Z--r----=-1 -A,-� ,�� I i , 71C, I I I !�-, 1� �- .,1� � - 4 1 1 � 7-1), , I I I- -. -. T I - -- --i-=, ") -+— I !-7-�,� 11 'Z, ,,r �, I ---,��M-0. �—�+--�� DRAWING LBA9.2 I i I ,i ,- �,- �- �-� � -,-� --%,� I - s I�-� --1�73 1�� -t�- ,�,,� - ,--� 71-�,- ) OF I -,--r NO. 10L e7 I N- -- �-Illr - --- �Z-',-:� - 0-� QYL/zz i � i RCE NO. (,/&Y EN�GINEER � i F DXTE I I J�� . 1111111�1111 i � � � i I I I ! I - Ranch Cucamonga Central Park 29070/29070-Cd I � � I � I � I � . � � I - - - I I . . . I 7--n I I I -i wooki ,.� �11! I I " � 37� 1 1 . . I I � � . I I . � . I . -I"RA-w- 4r vo ENT L ilk N k /Z 1 V� if Room -W 7" V A R 1> RANCHO CUCAMONGA if N N N.I.Cs k 171 /f ff op RJM DESIGN GROUP INC. 0-1 31591 CAMINO CAPISTRANO tK if SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM 00 W-4 CONSULTANT: Ac "4 OOF 011 P-4 ooX r—N 0 /-/V SUB CONSULTANT: 0, u 7 N.I. Q-1 if NI I L --z N Poo'. ----------- 1:311`1 77 77- C Zoo ........ �LE 0 f BASE LNE 120AD 177 BASE UNE 120AD Lu U 24-00 E-) 7777�7� -= 1 LA 71 F Z-A 1k %r -.do 0 %4001 C -doo or-Wow- UMrr or-vYO12K 0- -doo f -.mow 4q, oi fl/ uj L—Li - Lj. of q AOMMIL I'If W N/N/ I of Cle doomv Ile 6, IL i P-4 Y 1m_:1ZQLU3-�PAQ-109 RALROAD r 7 i 1— /11 LMT Cr-WORK uj If C. f P-4 N U /011, 2 --j- A q lo, If f\ r KEYMAP 'A i 14/ N.I.C. FOR CITY USE ONLY REVISIONS 1 ity DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET f f WATER/SEWER GRO/DRAIN u ALT. FFIC B I ru" BID ALTE12NATIVE TRA C HYD120SEED LEGEND FINAL CHECK KU i\4u %,; vER A k I WW PLAIN C14ANNEL AREA AS CONST. Nu �y P.L.S. X zor z ... . FOR PRIVATE USE LBS/ACRE -CIES REVISIONS DATE oo, 7� SPE THESE PLANS WERE PREPARED BY: N/ No. 24953 INITIAL DATE CA P46 j; -31 06' GL/ I 2 BAILEYA MULTIRADIATA 41 Exp. DRAWN -EE 1 a CHECKED �k S. 1 tFui i p N�41 2 ESCHSCHOLZIA CALIF012NICA CIVI C-) =2 7, n CAW NAME DATE sigFiature 8 GAZANIA SPLENDENS MIX COLORS 5/31/2005 BASE LF\1E 120AD LICENSE NUMBER FILE Renewal Oate Lp Z' A ..... k ICI 1 0 CI ICA 0% NU A isTilll- 39, C.�Ij�p. 6 LOBULARIA MARITIMA 120YAL CARPET CIT%Yr U" F RA 1\4 rl U U AM TA C N B A E i N1 E RUD -NOTHERA SPECIOSA OE -1 U 7-IJIJ -7 PROJECT NAME CENTRALPARK JOB NO.: 290-70 6 VERBENA TENUISECTA SENIOR CENTER AND COMMUNITY CENTER 112 B SE ILI E R Q DRAWN BY: CEH SHEET TITLE 012CHARD/SLOPE Al2EA 60' RX�P- CHECKED BY: LM Ir SAVER FESCUE BLEND BY AGRONO-TEC-TEC SEED CO. ZI C E :1 D APPROV�D TU12F Al2EA -71016 DATE: 07-21-03 DATE COMMUNITY SERVICE DIRECTOR 0 25 50 100 SHEET: G-I MARATHON 11 FESCUE HYDROSEED PLANT APPROVED PER SPECS. SHEET�E OF I Z z . . .... ... .. DRAWING OF- LrDk A 9.%o 3k 1—7//eop No. RCE NO. (JCJ�ENGINEER Ranch 1t_jran-,onqa Cen-Iral Park 2"070'29070-Cd mff 4d or F[ 2 1/21, MIN. UENFIZAL emb -4 A PER SIGN MANUF. d _0 qr_ C4 C, GENERAL STRUCTURAL NOTE& 1800 BEND 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 CONDITIONS TYPICAL HOOKS AND BENDS AT THE JOB SITE PRIOR TO STARTING7 CONSTRUCTION AND THE womb, %A mX �6 PER SIGN MANUF. (2) #4 CONT. @ ARCHITECT/ENC-71NEER SHALL BE NOTIFIED OF ANY DISCREPANCIES -41 TOP Typ. OR INCONSISTENCIES. 2. ALL PHASES OF Y40RK SHALL CONFORM TO THE MINIMUM L -z-TIE Y41RE STANDARDS OF THE lqq7 UNIFORM E31JILDINC-7 CODE. 1010 MINIMUM BEND 5. THE CONTRACT CONSTRUCTION DRAY41NC-75 AND SPEC IF I CATIONS DIAMETERS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERAISE NOTED, D=bd FOR #5 THRU #6 THEY 170 NOT INDICATE THE METHOD OF CONSTRUCTION. THE D=8d FOR *1 TH;ZU #11 CONTRACTOR SHALL PROV`IDE ALL MEASURES NECESSARY To A R D=10d FOR #14 THRU #18 PROTECT THE STRUCTURE, AORKMEN, AND OTHER PERSONS DURING 56d (18" INT IN CONC. MINIMUM INSIDE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED RANCHO CUCAMONGA 48d (24"MIN) IN MA50NRY TO, BRACINGS, ALL SHORIN6, FORMS, AND SCAFFOLDINS. KALL CLASS BI SPLICES GRADE 4. OPENINC-PS, POCKETS, ETC. SHALL NOT BE PLACED IN SLA55 (2) #4 CONT. @ 41 50LID GROUTED TOP TYR BEAMS U.N.O. BEAMS, COLUMNS, AALL5, ETC., UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL DRAMN&S. OFFSM AND �P -LICE5 STISRUP 4 TIM 5. ALL ASTM SPECIFICATIONS NOTED ON THESE DRAY41NC-75 SHALL 7 #4 HORIZ. @ 52noc. BE OF THE LATEST REVISION. d1O0 5END 1550 BEND Di- 4d FOR #5 THRU #5 0 MIN BEND DIAMETERS 6. CONTINUOUS INSPECTION BY A GUALIFIED PERSON APPROVED BY #5 VMT. @ lb oc, D1 THE ARCHITECT AND/OR ENGtINEER AND THE ENJILDINC7 DEPARTMENT L Di= bd FOR #6 THRU #5 SHALL BE REGUIRED FOR THE FOLLOY41NC-P TYPES OF AORK. C A. ALL CONCRETE AORK ABON, 7RAVEINVOLVINC ONCRETE 5TREN&TH GREATER THAN 2000 P.S.I. B. FOUNDATION CONCRETE INVOLVIN& CONCRETE STRENGTH CMU AALL 67REATER THAN 2500 P.S.I. RJM DESIGN GROUP 50LID GROUTED 0. ALL FIELD AELDIN6 M 13 31591 CAMINO CAPISTRANO 41 Q (I C4 lip p V. ALL Y40RK INVOLVIN& HIGH STRENC7TH WLTS. SAN JUAN CAPISTRANO,CA 92675 14 / * _*_U E. ALL V40RK INVOLVIN6 EPDXY ANCHORS. 949-493-2600 FAX 949-493-2690 #4 HORIZ. @ 52"oc. dc F. SEE MA50NRY SECTION FOR ADDITIONAL REGUIREMENTS. WWW.RJMDESIGNGROUP.COM 6. SEE UB.C. SECTION 1-701, VOL.11 FOR ADDITIONAL REGUIREMENTS. #5 vsRT. 0 16"oe, H. SHOP AELDS AHEN DONE IN A NON 10501AISC CERTIFIED SHOP. CONSULTANT: -1. IN THE EVENT THAT CERTAIN FEATURES OF CONSTRUCTION ARE NOT TYPI!�,� STIRRUPS AND TIES FULLY SHOAN ON THE DRAY41NC79 OR CALLED FOR IN THE N017ES OR SPECIFICATIONS. NOTIFY THE ARjr.,Hl TECT/ENC71 NEER IMMEDIATELY AND AAIT FOR INSTRUCTIONS. X #4 HORIZ. TYP. REINFORCING BENDS LAPS N.T.5. A #4HORIZ. A FOLMATIONS: TRENCH 24" MIN. 1. -,-\ . 1. FOUNDATION DESIGN 15 BASED ON THE 501L INVE5TI&ATION REPORT 1211 CwMU INALL BY: KLEINFELDER, INC. 111111111 SOLID GROUTED /4 PROJECT NO. 27726 / RVL5RIO1 SUB CONSULTANT: DATED: APRIL 2, 2005 2. DES16N SOIL BEARN& PRESSURE 15 2500 PSF a 16" MIN. BELOA A 4 SOLID GROUTED RI 10" CMU KALL &RADE. 8 H I M A J I 14 DINI-S. TO MATC44 4 VIALS TO MATCH 4 -40 5. PRIOR TO THE CONTRACTOR REGUESTING7 A BUILDIN6 DEPARTMENT LA 8 C 0 L A FOUNDATION INSPECTION, THE SOILS EN61NEER SHALL ADVISE THE structural engineers A LAP \ir:RT. RE I Nf -"�LAP VERT. REINF. BUILDINSP OFFICIAL, IN ARITINS7, THAT: 23682 birtcher drive TYR lake forest ca. 92630 14 TYP. PIPE IL A. THE BUILDING PAD AAS PREPARED ACCORVINCS TO THE SOILS (949) 770 - 9967 tel -4 - 9542 fax REPORT. (949) 770 Q B. THE FOUNDATION EXCAVATIONS COMPLY Y41TH THE IN17ENT OF 0- THE 50ILS REPORT. 6 611 MIN. 0. THE UTILITY TIRENCHES HAVE BEEN PROPERLY BACK FILLED MIN. Z� z TYR AND COMPACTED. / 4,4' 2 2 X TYR X - SLEEVE F in (n -AC FIN. SURFACE FIN. SURIF E 4 4' ' A MIN. REWORCM STEEL 1 % 1:1-- - NO EXCAVATION Aio, w BELOA T1415 LINE. low LI 1. ALL REINFORZoINI57 STEEL SHALL CONFORM TO THE REGUIREMENTS OF A5TM A-615 SRADE 60. 2. CLEAR COVERAII57E OF CONCRETE OVER OUTER REINFORCING7 5AR5 SHALL BE AS FOLLOM: A. CONCRETE POURED DIRECTLY AGAINST EARTH, 511 CLEAR. B. STRUCTURAL SLAB, 5/4" CLEAR TOP AND BOTTOM UNLESS CID -4 NOTES. LU %3 #5 0 16"or, @ 16"oe, 1. NO PIPE SHALL PASS THROL)&H FOOTING. NOTED OTHERAISE. E.A. E30TTOM E.A. BOTTOM 0. CONCRETE FORMED A&AINST EARTH OR EXPOSED TO 2. PROVIDE SLEEVE MIN. In OP LAR47ER THAN PIPE. INEATHER, 1 1/2" CLEAR (2" CLEAR FOR #6 BARS AND LARGER). 5. PLACE AW CONC.FILL PROR TO FOLRINS FOOTING PAD. D. INTERIOR BEAMS AND COLUMNS, 1 1/2" CLEAR TO FACE OF z MAKE FILL SAME KM A6 FOOTING 4 FULL DEPTH OF STIRRUP. L.0 PIPING TREN014. E. FORMED CONCRETE NOT INCLUDED ABOVE, 5/4" CLEAR. 5'-0" 50. PAD FOOTING 5. Y41RE MESH-SHALL CONFORM TO ASTM A-155, AND SHALL M 0 @% 0 LAPPED 1 1/2" SPACES OR 12" MINIMUM. 4. ALL REIN20IRLANG; BAR BENDS SHALL BE MADE COLD. 0;>_ now 5. REINFORCIN6 STEEL SHALL BE 5PLICEP AITH CLA55 5 SPLICES UNLESS NOTED OTHERAISE ON THE DRAININ&S. V0 9p. CONTRACTOR SHALL NOT PLACE ANY REINFORCING UNTIL APPROVED 5/4 5/4 N.T.5. ..OWN SIGN WALL FOOTING TYPE 1 10 SIGN WALL FOOTING TYPE 3 6 TYP. FOUNDATION TRENCMG SHOP DR.AININGS ARE RECEIVED ON THE JOB. -%%.- z 1. LOA HYDRO&EN ELECTRODES SHALL BE USED AHERZVER REINFORCIN6 STEEL 19 AELDEV. D CORNER INTMRSECITION IMM-00 r A -�d qr ANGLE j4CZ% :2 1. CONCRETE MIXES SHALL BE DESIGNED BY A RECO67NIZED TE5TING7 UJI LABORATORY AND COPIES OF THE VESI&N SHALL BE SENT TO THE SE12L A-A ARAe.,HITECT AND THE ENSSINEER. COMPRESSIVE STRENSTH TEST Lj REPORTS SHALL BE SUBMITTED TO THE BUILDIN6 DEPARTMENT AID z THE ARCHITECT. ALL CONCRETE EXCEPT FOUN17ATION CONCRETE SHALL CONTAIN POLYMER BASED AATER RZOUCANSP ADMIXTURE. -.400 2. PORTLAND CEMENT SHALL CONFORM TO ASTM 0-150. TYPE V. ---------- ---------- _00T_ A66REC7ATE FOR STONE CONCRE17E SHALL CONFORM TO A5TM END T45 BARS Y*4ERE LENGTH OF EENDS 0-55. AG&RESATE FOR LISHTAEI&HT CONCRETE SHALL CONFORM SHALL BE LARGER ASTM 0-550. Uj OC<AjRSTyp. OF 1511 OR PPER/r.-I-,-'\ 5. ALL REINFORCIN& 5AR5, ANCHOR BOLTS, PRE 571;RE55INS TENDONS, DOUBLE CURTAIN AND ALL OTHER CONCRETE INSERTS SHALL BE AELL SECURED IN LL. P051TION PRIOR TO PLACINS CONCRETE. 4. 714E MAXIMUM SLUMP SHALL NOT EXCEED 5"+/- 1" FOR FOOTIN&S, LU 5LP'C-V5 ON' EARTH, AND MA55 CONCRETE, AND 1" FOR OTHER MAX. SIGN AREA MAX. SIGN AREA COR-NM CONCRETE. U' ' 12 50. FT. FOOTIN67 16 50. FT. FOOTING z 5. MINIMUM ULTIMATE COMPRES51VE STREN&TH AT 25 DAYS SHALL L ANGLE BE AS FOLLOY49: MINIMUM 5.0 SACKS OF CEMENT PER CUBIC YARD; MAXIMUM KATER / CEMENT RATIO TO BE 5.6 &ALLONS r 'I NATER / SACK OF CEMENT). A. SLABS ON EARTH, SIVEINALK, CURBS ETC..............2000 P.S.I. B. FOUNDATIONS.........................................................................2500 P.S.I. c. 6RADE BEAMS......................................................................5000 P.S.I. r A z 6. ALL STR.UCTURAL CONCORETE 15 TO BE REINFORCED. -1. CONTRACTOR SHALL SUBMIT SLAB CONSTRUCTION JOINT LAYOUT ZION DR,.AAIW.-*S TO THE ARCHITECT AND ENC71NEER FOR REVIEA. z V) 5. PROJECTIN& CORNERS OF BEAMS, COLUMNS, AALLS, ETC. SHALL X BE FORMED V41TH A 5/4" CHAMFER UNLESS DETAILED OTHERAISE. IS _jLj I- _jLj I- cl. SEE ARCHITECTURAL DRAAIWvS FOR CURINS TREATMENT OF ALL CONCRETE SLABS. OF COL. 4 FTS. OF COL. 4 FTIS. --lF'VTI- --IF'V-fl- SIN67LE CURTAIN STEEL SIGN POLE BY STEEL 5167N POLE BY TYP. REINFORCING LAY OUT N.T.S. SIGN MANUF. 516N MANUF. FIN. SURFACE-5EE ARCHL. FIN. SURFACE-SEE ARCH'L. FOR CITY USE ONLY SAN OUT AS REO'D.-TYP. SAA CUT AS REGV.-TYP. REVISIONS HANDRAIL-SEI=- 1// DATE DESCRIPTION APPROVED INITIAL DATE TITLE: ARCHITECTURAL V*L9;m OCCURS STREET WATER/SEWER A AL 4L GRO/D IN GENERAL NOTES TRAFFIC FINAL CHECK AND SEE ARICHL. DETAILS TYR 1& .6 R/W AS CONST. (2) #4 TIES 0 11/2 or., (2) #4 TIES 0 11/2 Or., EI I THESE PLANS WERE PREPARED BY: FOR PRIVATE USE I I H ttl A A 1/4" RADIUS INITIAL DATE 'IWO, DRAWN #5 N05INS BAR CHECKED I I lr�_i 9 EACH TREAD No. 3088 (4) #5 VERT. Yq/ NAME DATE EXP.9-3M3 (4) #5 VERT. 94/ 4" MIN. CONIC. LICENSE NUMBER FILE #4 TIES a 12"or, #4 TIES a 12"oe, STAIRS REINI=ORZED yq/ #3 0 16"oc. CITY OF RANCHO CUCAMONGA OF CN� PROJECT NAME CENTRAL PARK 4L rza JOB NO.: 02128 (SLI) SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD C4 DRAWN BY: f1i SHEET TITLE GENERAL NOTES & C�NSTRYqTION DETAILS /12 CHECKED BY: RKS #5 CONT.-I APPROVED DATE: 7/21/03 J& 16 _qr_ COMMUNITY S ERVICE(D]RECTOR DATE SHEET: APPROVED SHEETIX� OF A ON NO. L DRAWING - OF S101111 SIGN FOOTING = TYPE 4, 5m 6 & 7 N.T.5. 12 SIGN FOOTING TYPE 2 N.T.5. TYP. CONCRETE STAIR N.T.5. RCE NO. C)�IT`Y E-NG-INEER 02129-Sl 2 ' 4 X 0 L/ CENTRAL "Cal 0 %^ 0 tol SECT. A-A SECT. A-A SECT. A-A Of=, POLE 4 FT6. P A R K F------------ IF---- RANCHO CUCAMONGA Ar MAX. SIGN AREA I MAX. 51GN AREA I 2 50. FT. FOOTINGI 1 4 50. FT. FOOTIN& I STEEL LIC7HT POLEA/ I BASE fE 4 A59 PER LI&HT POLE MANUF. L--- &ROUT LEVELIN& PAD IF 71--- ---1-11 VT-7— PER MANUF. RECOMM. L---- _j _T T T---- 11 11 RJM DESIGN GROUP (2) #4 TIES a 11/2 0c, 11 11 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO, CA 92675 949-493-2600 FAX 949-493-2690 r__j r_� WWW.RJMDESIGNGROUP.COM _jLj L ILJ L ------ CONSULTANT: OF COL. 4 FT67. OF COL. 4 FT67. w I I- I -oil 13 j STEEL SI&N POLE BY STEEL SIGN POLE BY MANUF. MANUF. If FIN. SURFACE-5EE AR)r.,H'L. FIN. SURFACE-SEE ARCHL. ih FINISH PER APZH'L. SAIN CUT AS REGV.-rr`P. SAY4 OUT AS REOV.-TYP. SUB CONSULTANT: FIN. SURFACE-5EE ARCHL. SM CUT AS REOV.-TYP. 8 H I M A J I A A L A 8 C 0 L A structural engineers 23682 birtcher drive 41 4L (949) 770 - 9967 tel (949) 770 - 9542 fax (2) #5 TIES 1 1/2110co (2) #4 TIES 0 1 1/2 0a 12—11 17 ,71 A A;7-T A A It 11 11- 1 (4) #4 VERT. Y4/ (4) #5 VERT. W #5 TIES a Wor, #4 TIES a 12"or, LL (4) #5 VERT. Y4/ #4 TIES a 12"oc. do A IL I Uj -.tow- z < LU 'a f r% 0 ih L I -A A -A8 LUiT POLE FOOTING 10 SIGN FOOTING TYPE 8 & 9 SIGN FOOTING TYPE 10 & 12 14 2 Lu :D HANDRAIL AHERE OCCURS SEE APZHL. 4r (2) #5 CONT. @ HANDRAIL 0 0 (D It #4 DALS. 48"oc. EXT FIN. SURFACE 5EE'ARCH'L. 1,_T 100 CMU KALL W A #5 VERT. 0 2411oc, #4 HORIZ. CONT. T45 0 #4 HORIZ. @ 52"oe. SOLID GROUTED 41 #4 VERT. 0 16"oc. _d9:::f: z < ler 2 LU 4L z - 00e0oo < oe� L a < FIN. SURFACE CONT. DRAIN PER SM APZHL. U. CIVIL DACPS. (5) #5 HORIZ. CONT. _--yr f!LAN *5 a 52*oe. TRAN5V. OF L_U FIN. SURFACE Ab, z 4 + LU 4' #5 CONT. T45 4' ir ir IT A 77 - 91 4� 19 /,' '1 '"' RETAINING WALL SECTION RAMP WALL SECTION A Cm 1111,11ALL w #5 VERT. EA. CORNER 4 #5 TIM @ 16,11oc. iff ---FF TF�� SOLID GROUTED F_ 4. El, J J,L J,: /SEE ARCHL FOR PRECAST FOR CITY USE ONLY REVISIONS L_,JL a J, CONC. BOLLARD 4 DATE DESCRIPTION APPROVED INITIAL DATE < TITLE: 4 STREET 4 WATER/SEWER GRO/DRAIN CONSTRUCTION TRAFFIC DETAIL FINAL CHECK A �4 R/W ANCHORS BY BOLLARD AS CONST. MANUF. SET IN NON SHRINK 4 41 EPDXY &RZOUT THESE PLANS WERE PREPARED BY: FOR PRIVATE USE . 41 -9 @ 1 1/2110C. - A (2) #5 TIE �WESS/ .4 INITIAL DATE 4 4 FIN. SURFACE CHECKED :All No. 3088 NAME DATE EXP.9-3M3 LICENSE NUMBER FILE 4 7111- 4.. ficl Al rfp. CITY OF RANCHO CUCAMONGA <IN OF CN�\� (1) #4 VERT. EA. CORNER PROJECT NAME CENTRAL PARK #5 TIE 0 BOTT. JOB NO.: 02129 (SLI) SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LIN E ROAD DRAWN BY: f1i fir SHEET TITLE 1%q CONSTRUCTIO ILS No. 24953 CHECKED BY: RKS U APP - a -Exp, 6' 5611 W. w 3Z:2/6; DATE: 7/14/03 r-1v -11 11" 1,1.t, DATE COMMUNITf SERVICE DIRECTOR (5) #5 EA. ViAY APPROVED SHEET: SHEET OF DRAWING OF NO. L 20 16 MONUMENT FOOTING 12 LIGHT BOLLARD FOOTING D RCE NO. VEITY EN-GINEER S1 02129-S2 FM I r Ir 1=0 D -4>� 1,0e000 r tNINRAE CEN TRA PA RK --------- --------- (7 8 ----------------------------L--------------------r- wi 1 2 ( s ) 0 6 P-A N CN VA R K RANCHO CUCAMONGA CIO 'Qo n U \'o,\ 25q 10 00 Lj ui 6 z S 3 5 0 4 U : 11, 11' 1314' 11': 12' : 111 : 11' !5' RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM CONSULTANT: V17 2 0' TO LIMIT LINE N 6 6 S 1�a � T 0 SENIOR POAD CF-N-T ER PARKING LOT SUB CONSULTANT: MATCH LINE CENTERLINE P.R.C. SEE BELOW LEFT 00 'S i c"I 101 S INSTALL DOUBLE YELLOW CENTERLINE PER RANCHO CUCAMONGA STD. DETAIL 133. (CALTRANS STD. DETAIL 22) INSTALL MEDIAN ISLAND PER RANCHO CUCAMONGA STD. DETAIL 133. (CALTRANS STD. DETAIL 29) __j 0 (3) INSTALL 8" WHITE CHANNELIZING LINE (USING RAISED PAVEMENT MARKERS) 13p 13 1 PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 38C) C) cv PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. A24E. PAINT TYPE IV PAVEMENT ARROW AS SHOWN PER CALTRANS STD. A24A. 6 PAINT PAVEMENT LEGEND AS SHOWN PER CALTRANS STD. A24D. 6 6 INSTALL 100' OF 4" SKIP WHITE LANE LINE (USING RAISED PAVEMENT MARKERS) PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 10) S PAINT TYPE VI PAVEMENT ARROW AS SHOWN PER CALTRANS STD. A24A. S INSTALL SIGN PER DESIGNATION AND PER RANCHO CUCAMONGA STD. PLAN 401 B. Q, Q) GENERAL NOTES L *Roo 1. ALL STRIPING AND R.P.M."S TO BE DONE PER THE CITY OF RANCHO CUCAMONGA STD. PLAN 133. 2. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL I T I BE REMOVED AS DIRECTED BY THE ENGINEER. STRIPING SHALL BE 2 z REMOVED BY WET SANDBLASTING. 5 5 r N 1: 3. ALL TRAFFIC LANE STRIPING SHALL INCLUDE RAISED REFLECTIVE PAVEMENT MARKERS. 8 ) S Q:� S ;71K Q, L 1 f 4 N 36' 3 6 S A S 13 13 131 13' 00 rT cr_ ------ -- ------- ---------- -------- N 0. DESCRIPTION OF REVISION APPR. DATE ss 00 It '' \110 ------- ----------- ------------------------- 5 LLJ F A� C` IT Y 0" F R' A 1"N' C H U/-'\ U u" A M u" IN' G A L COA4A4UA1] X No. r" ----------------------------------------------------------------- S tor ------------k--------------------_---------- 1-0258 ---------------------------- -----------------------------1 EXPA-30-05 .... ---- ---- ---- ------ -------------------------------------------------- 6 CIV\\- C` E INT R_` A L P A K ---- ---- ---- ------------ ---- ---- --------------------------------------- OF C BASE LINE ROAD TO MILLIKEN AVENUE A4 � nn t9+(DO 40+00 r A I SIGNING AND STRIPING PLAN ----------------------------------------- L C-4 F APPROVED BY: DATE: ----------------------------------------- ---- ---- ---- ---- ---- ---- 24953 CITY ENGINEER R.C.E. N 0.. r -------------------------------- -------- ---- ---- ---- ---- ---- ---- RECOMMENDED P411STINFOUSTASSOCIATES, INC. DESIGN ---------------------- ---------------- ------------------------------------------------------------------------------------- Lo IN J.A. CH LINE TRAFFIC GINZ -RING ANO TRANSPORTATION PZANNINO NTERLINE P.R.C. SEE AE30VE RIGHT z5A ,5E L 1NE R OA D 2020 NO H TU N AVENUE SANTA ANA, CALIFORNIA 92705-7827 DRAWN SHEET 1 TE 667-0496 FAX (714) 667-7952 J.A. OF 1 - D A T E:- CHECKED DRAWING NO. E E. tOQtT, RCE 20258 EXPIRES 9-30-05 AFA File: 207.036 CEN-PK-STP-42.DWG 11:00 AM 07/14/03 FJEVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN it I N657 TRAFFIC FINAL CHECK SOO-&-- LAN R/W 71OAr-t- 1c./ r AS CONST, rHESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE DRAWN CHECKED NAME DATE LICENSE NUMBER FILE CITY OF RANCHO CUCAMONGA PROJECT NAME CENTRALPARK JOB NO.: 207.036 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD DRAWN BY: JJA SHEET TITLE CoIV I ilk CHECKED BY: RS APPR VED No. DATE: 07-21-03 DATE com ItSERVICE DIRECTOR �T APPROVED SHEET: SHEET OF DRAWIN 0 NO. F RCE N.O. (2�P�9TnG�ER Z-I I A VI ----- 'Romp" L )ol NCN 00 O.C. RMIUM T. 'VAIRIEGATA: PHO S-24 1 GAL. 47 NCN I'T' 12HAPHIOLEPIS IN 2' 6" O.C. S-25 DICA 'BALLERINA' I GAL, 134 INDIA HAWTH012NE -00 O.C. -PIS INDICACLARA: 31 RHAPIOLE I GAL. INDIA HAWTH012NE 87 ER' IS INDICA "DANC -00 O.C. ff 12HAPHIOLEP I GAL. -2 233 S 7 INDIA HAWTH012NE -IDILAND' AL ME A X z XX XX XX 120SA MEIDILAND "COP 2GAL. 31-OW O.C. XX XX XX XX XX MEIDILA -31 S ND,ROSE 510 r f Will ROSA MEIDILAND 'SEVILLANA' n0000 r115 -0" O-C -27 -33 ROSEMARY 3' S �LGAL. 44 b, 1 0 INGRAM 2 SMARINUS OFFICINALIS "COLLINGWOOD 31 v 00. Z S-34 I GAL. 137 ........ ROSEMARY UQ CL YPAOISSUS SANTOLINA CHAMAEC owl O.C. I GAL. S-35 163 LAVENDER COTTON T ACHELOSPE12MUM JASMI r,6 O.C. S-37 I GAL. -1788 R JASMINE ' NOIDES Lu Ciro STA 31�_011 O.C. 0.00 'VIBURNUM TINUS 'DWARF' S-8 I GAL., 18 LAURNSTINUS > -NIA J. 'KLEIM'S HARDY' -6" O.C. GARDE 2' S-39 NCN , I GAL. 79 N 7 =MALIS 'SH -GA S CAMELLIA HIE ISHI SHIPA' 4 12 NCN I GAL., N I GAL. 4' u� 74 _j imp ESCALLONIA EXONIENSIS S171 41 NCN _j d00 31-07 PHO12MIUM T. 'MAORII QUEEN' S-42 40 dffio 44 I GAL NCN -GEM VWIE BOTANICAL NAME TY REMA12KS ....... ON NAME SIZE COMM --TRICUSPIDATA PARTHENOCISSUS v I GAL. 68 BOSTON IVY %will 0 , 0 WISTE121A SINENSIS, V"2 26 + CHINESE, WISTERIA I GAL. -ROSA AT7HE BASE X *CL. C RIMSON PILLAR" H DATE PALM uj LL uj� Z/ ........ 40 0 10 20 110 001 Controller: D IRRIGATION CONTROLLER RUN TIMES RUN TIME QUANTITY RUN TIME CENTRAL PLANT TYPE I SPRINKLER TYPE 5to AKc PR RATE IE Days Per Week: 5 7.3 (HOURS) (HOURS) Shrub and Ground CoVers: Spray Heads 7.210 0.40 1.74 0.70 0.11 2 0.�2� Rotor Heads 7.30 0.40 0.60 0.80 0.28 7 Temporary Rotor 7.80 0.30 0.50 0.80 0.26 0 0.dd Turf Grass: Spray Heads 7.210 0.80 1.74 0.70 0.22 6 04 Rotor Heads 7.80 0.80 0.50 0.80 0.68 6 4.00 n n 10wom ^f% I nn 0 On n dn' EL 140-41 Large Half Rotor Heads 7.JO 0.90 0.98 0.80 0.39 0 140-41 Large Full Rotor Heads 7.'jO 0.90 0.49 0.80 0.78 0 0.dd 140-43 Large Quarter Rotor Heads 7.�O 0.90 2.28 0.80 0.17 0 o.do P A R K o.do 14043 Large Half Rotor Heads 7.,aO 0.90 1.14 0.80 0.34 0 0.dd 140-43 Large Full Rotor ads 7.30 0.90 0.57 0.80 0.67 0 RANCHO CUC"ONGA Trees, Bubbler Heads 7.90 0.80 3.00 0.90 0.10 0 0.00 CYCLES PEk DAY-. I TOTAL NUMBER OF STATIONS: 21 TOTAL RUN TIME IN HOURS: 7.64 Controller: E IRRIGATION CONTROLLER RUN TIMES A RUNTIME ----PL#-INT-WPE-/-SPRINkLE.R-T-YAIFJbE -AKc-- -PR-RAtE _QUANTITY_ ------------------ ---------------------------------------------- ...... ......................------------------------------------------------ .....................................................----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------... ......................................... -- -- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------................... ................................... ................------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------.............................................................. .... ............... ...................................------------------------------------------------------------------------------------------------------------------------- -------................. ............. ........ ----------- -------------------------------- Days Per Week: 5 (HOURS) (HOURS) Shrub and Ground Cdvers: RJM DESIGN GROUP INC. Spray Heads 7.30 0.40 1.74 0.70 0.11 26 2.91 31591 CAMINO CAPISTRANO Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.00 SAN JUAN CAPISTRANO,CA 92675 Temporary Rotor 7.k 0.30 0.50 0.80 0.26 0 0.60 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM Turf Grass: Spray Heads 7.80 0.80 1.74 0.70 0.22 3 CONSULTANT: Rotor Heads 7.80 0.80 0.50 0.80 0.68 4 2.73 140-41 Large Quarter Rotor Heads 7.3- 0 0.90 1.96 0.80 0.20 0 0.00 0.00 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 1 140-41 Large Full Rotor Heads 7.3o 0.90 0.49 0.80 0.78 0 0.0 140-43 Large Quarter Rotor Heads 7.80 0.90 2.28 0.80 0.17 0 0.60 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.66 140-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 ............ Trees: Bubbler Heads 7.30 0.80 3.00 0.90 0.10 6 0.61 CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: 39 TOTAL RUN TIME IN HOURS- 6.bl WATER PRESSURE CALCULATIONS SUB CONSULTANT: WATER METER NUMBER WATER METER SIZE 611 Controller: F IRRIGATION CONTROLLER RUN TIMES HYDRAULIC.GRADE LINE WATER METER ELEVATION PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME (PSI) 113 1 ELEVATIONDIFFERENCE STATIC PRESSURE Days Per Week.- 5 7.3 (HOURS) (HOURS) REMOTE CONTROL VALVE G9 REMOTE CONTROL VALVE,SIZE 211 Shrub and Ground CoVdrs, R.C.V. DEMAND(GPM) 76 TOTAL DEMAND(GPM) 1000 spray Heads 7.30 0.40 1.74 0.70 0.11 3 0.34 Rotor Heads 7.30 0.40 0.50 0.80 0.34 0 0.06 1 R.C.V..ELEVATION STATIC PRESSURE AT R.C.M. Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.06 SIZE DESCRIPTION PSI LOSS 611 SERVICE LINE 0 1000 GPM 1 1.1 PSI Turf Grass- 6 TURBO WATER METER @ 1000 GPM 2 PSI Spray Heads 7.30 0.80 1.74 0.70 0.22 11 2.46 611 -BACKFLOW PREVENTER @ 1000 GPM 3 .5.0 PSI Rotor Heads 7.36 0.80 0.50 0.80 0.68 7 4.77 21f MASTER CONTROL VALVE @ 100 GPM 4 2.1 PSI 14041 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.0 6" WYE STRAINER/FILTRATION @ 1000 GPM 5 1�0 PSI 140-41 Large Half Rotor Heads 7.30 0.C-1 0 0.98 0.80 0.39 0 0.00 3" BUTTERFLY VALVES 6 0.5 PSI 14041 Large Full Rotor Heads 7.30 0.90 0.49 0.80 0.78 0 0.06 1 1 40-43 Large Quarter Rotor Heads 7.30 0.90 2.28 0.80 0.17 0 0.06 3" 206 FEET OF MAIN�) E:TYPE CL 200 7 1.0 PSI 140-43 Large Half Rotor Heads 7.30 0.90 1.14 0.80 0.34 0 0.00 61f 1226 FEET OF MASTER MAINLINE:TYPE CIL 200 8 .6.7 PSI i40-43 Large Full Rotor Heads 7.30 0.90 0.57 0.80 0.67 0 u6 211 REMOTE CONTROLVALVE 9 2.7 PSI 10% LATERAL LINE LOSS 10 5.0 PSI Trees: 1 0OZo FITTING LOSS 11 2.5 PSI Bubbler Heads 7.30 0.80 3.00 0.90 0.10 4 0.46 0 AELIEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 121-, .0.0 PSI CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: 25, TOTAL RUN TIME IN HOURS: 7.97 TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 29.4 PSI LU PRESSURE.REQUIRED AT HEAD 14 50.0 PSI TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 79.4 PSI STATIC WATER PRESSURE( ROM ABOVE) 16 113.0 PSI RESIDUAL PRESSURE(SUBTRACT#15 FROM#16) , 17 83.6 PSI Controller- G IRRIGATION CONTROLLER RUN TIMES SET PRV OR MCV AT(#15 PLUS 1 Q PSI) 18 PSI PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PRESSURE,BOOST, IF REQUIRED(#15-#16+20 PSI) 19 PSI 7 II_ I I Days Per Week: 5 7.3 (HOORS) (HOURS) WATER PRESSURE CALC WATER PRESSURE CALCULATIONS. i cw Shrub and Ground Coiiers., WATER METER SIZE 6" ER METER NUMBER I WATER METEASIZE 6" WATER METER NUMBER 1 Spray Heads 7.80 0.40 1.74 0.70 0.11 2 0.21 YDRAULIC GRADE LINE WATER METER.ELEVATION - JHYDRAU 10.GRADE LINE - WATER METER ELEVATION Rotor Heads 7.210 0.40 0.50 0.80 0.34 0 0.00 FP__LRV_ ATION DIFFERENCE STATIC PRESSURE(PSI) 113 Temporary Rotor 7.80 0.30 0.50 0.80 0.26 0 ELEVATION DIFFERENOE STATIC PRES8URE(PSI) 1 2" z �EMOTE CONTROL VA�VE# D4 REMOTE CONTROL VALVE SIZE 2 REMOTE CONTROL VALVE# H22 REMOTE CONTROL VALVE SIZE 71 TOTAL DEMAND(GPM) 1000 Uj Z Turf Grass- R.C.V. DEMAND(GPM) 93 TOTAL DEMAND(GPM) 1000 R.C.V. DEMAND(GPM) -1 Spray Heads 7A0 0.80 1.74 0.70 0.22 7 �.C.V. ELEVATION STATIC PRESSURE AT R.C.V. - R.C.V. ELEVATION STATIC PRESSURE AT R.C.V. - Rotor Heads 7.30 0.80 0.50 0.80 0.68 8 5.46 PSI LOSS 140-41 Large Quarter Rotor Heads 7.210 0.90 1.96 0.80 0.20 0 o.dd SIZE DESCRIPTION PSI LOSS SIZE It PSI 6" SERVICE LINE@ 100 GPM 1 1.1 PSI 140-41 Large Half Rotor Heads 7.210 0.90 0.98 0.80 0.39 0 o.do 6 SERVICE LINE @ 1000 GPM 1 1.1 140-41 Large Full Rotor Heads 7.50 0.90 0.49 0.80 0.78 0 0.60 611 TURBO WATER METER a 1000,GPM 2 1.8 081 6 TURBO WATER METER 1000 GPM 2 PSI 0.06 3 1 6" BACKIFLOW PREVENTER @ 1000 GPM 3 5.0 PSI 140-43 Large Quarter Rotor Heads 7.80 0.90 2.28 0.80 0.17 0 6" BACKFLOW PREVENTER @1000 GPM 5.0 PS 1.14 0.80 0.34 0 0.dd 2B MASTEkCONTROL VALVE @ 100 GPM 4 3.2 Psi 2" MASTER CONTROL VALVE @ 100 GPM 4 .1.8 PSI 14043 Large Half Rotor Heads 7.30 0.90 0.00 6" WYE STRAINER/FILTRATION @ 1000 GPM 5 1.0 PSI 140-43 Large Full Rotor Heads 7A0 01.90 0.57 0.80 0.67 0 6n WYE S18?�INER/Fl LTRATION @,1000 GPM 5 1.0 P81 co 311 BUTTEkPLY VALVES 6 0.5 3 BUTTERFLY VALVES 6 0.5 PSI 0 it -TYPE CL 200 7 4.6 PSI Trees- 3 535 FEET OF MAINLINE:TYPE CL 200 7 3.9 PSI 3" 1002 FEET OF MAINLINE., 11 PSI Bubbler Heads 7A0 0.80 3.00 0.90 0.10 0 0.00 6 25 FEET OF MASTER MAINLINE:TYPE CIL 200 8 0.5 PSI 611 1626 FEET OF MASTER MAINLINE:TYPE cL 200 8 8.5 CYCLES PER DAY: I TOTAL NUMBER OF STATIONS: .17 211 REMOTE CONTROL VALVE 9 3.6 PSI 2" REMOTE CONTROL VALVE PS TOTAL RUN TIME IN HOURS.- 7.24 To% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL L!NE LOSS 10 5.0 PSI 0 11 2.2 10% FITTING LOSS 11 3.0 PSI z 10% ITTING LOSS 0 ELEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 12 0.0 Psi 0___._4ELEVATION CHANGE�P.O.C.TO HIGHEST HEAD) 13 35.1 PSI S(SUM RU#12) P TOTAL SYSTEM PRESSURE LOSS tSUM OF#1 THRU#12) z Controller: H IRRIGATION CONTROLLER RUN TIMES TOTAL SYSTEM PRESS RE LOS OF#1 TH 13 27.8 81 - -0-R-ESSURE REQUIRED AT HEAD 14 50.0 P81 PRESSURE,REQUIRED AT HEAD 14 50.0 PSI PLANT TYPE I SPRlNkLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUNTIME TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 85.1 PSI Days Per Week: 5 1.3 (HOURS) (HOURS) TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) 15 77.8 PSI STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI Cie Shrub and Ground Covers: STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 PSI it 1-15 FROM#1 17 Spray Heads 7.30 0.40 1.74 O�70 0.11 9 1.01 hESIDUAL PRESSURE.(§UBTRACT#15 FROM#16) 1_7 35.2 PSI RESIDUAL PRESSURE UBTRACT,, 27.9 PSI 2.04 18-- psi SET PRV OR MCV AT(#15 PLUS I Q,PSI) 18 PSI U. Rotor Heads 7�30 0.40 0.50 0.80 0.34 6 �ET PRV OR MCV AT(#,,15 LUS 10 PSI) 0.80 0,26 0 0.00 19 PSI Temporary Rotor 73-0 0.30 0.50 _�RESSURE BOOST, IF REQUIRED(#15-#16+2 �Psl) 19, ;S1 PRESSURE BOOST, IF REQUIRED(#15416+20 PSI) WATER PRESSURE CALCULATIONS z ATTER--P-RESSURE CALCULATION w 0 Turf Grass., VVATER METER NUMBEII WATER METEO;SIZE 6 WATER METER NUMBER 1 WATER METER SIZE 6 Uj Spray Heads 7�30 0.80 1.74 0.70 0.22 5 HYDRAULIC GRADE LINE WATER MET1=0 1=1 EVATION HYDRAULI GRADE LINE WATER METER ELEVATION 0.80 0.62 6 3.i2 3 00 Rotor Heads 7'30 0.80 0.55 i ES8URE(PSI) 1ATIO DIFFERENCE �LEVATION DIFFERENCE STATIC PR 113 ELEX -STATIC PRESSURE(PSI) 110 REMOTE CONTROL VALVE SIZE 2 14041 Large Quarter Rotor Heads 7,30 0.90 1.96 0.80 0.20 0 0.00 ;--+- 140-41 Large Half Rotor Heads 7.30 0.90 0.98 0.80 0.39 0 0.00 REMOTE CONTROL VALVE# E36 REMOTE CONTROL VALVE SIZE 2 REMOTE C2NTROL VALVE# 5 TOTAL DEMAND(GPM) 1000 140-41 Large Full Rotor Htmds 7:630 0.90 0.49 0.80 0.78 0 0.60 kcm. DEMAND(GPM) 60 --TOTAL DEMMb�qEML__� 1000 R.C.V. DEMAND(GPM) -2 - R.C.V. ELEVATION STATIC PRESSURE AT R.C.V. 0 14043 Large Quarter Rotor Heads 7,�O 0.90 2.28 0.80 0.17 0 0.00 k.C.V.,ELEVATION STATIC PRESSURE AT R.C.V. 14043 Large Half Rotor Heads 7L�O 0.90 1.14 0.80 0.34 0 0.00 DESCRI�TION PSI LOSS SIZE DESCRIPTION PSI LOSS 14043 Large Full Rotor Heads 7�80 0.90 0.57 0.80 0.67 0 0.60 619 SERVICE LINE(cD- 1000 GPM 1 1.1 PSI 6 SERVICE,LINE 1000 GPM 1 1.1 081 _16�_�-----_ 6" TURBO WATER METER 0 1 000;GPM 2 1.8 psi 61 TURBO WATER METER @ 1000 GPM 2 1.8 PSI Trees: If 6" BACKIFLOW PREVENTER Q 1 OQO GPM 3 5.0 6 BACKFILOW PRIEVENTER A 1000 GPM 3 5.0 PSI Bubbler Heads 7r3O 0.80 3.00 0.90 0.10 1 0.10 PSI Uj CYCLES PER DAY- I TOTAL NUMBER OF STATIONS: 27 2" MASTEq'CONTROL VALVE @ lbO GPM 4 1.2 Psi 2ff MASTER CONTROL,VALVE @ 100 GPM 4 TOTAL RUN TIME IN HOURS: 7.99 611 WYE STMNERIFILTRATION @ 1000 GPM 5 1.0 psi 6" WYE STRAINER/FILTRATION @ 1000 GPM 5 1.0 PSI CAI if Ji-I 3" BUTTERFLY VALVES 6 0.5 PSI 3 BUTTERFLY VALVES L 6 0.5 's - ff to 630 FEET OF MAIN41NE:TYPE CL 200 7 0.5 PSI 3 613 FEET OF MAINLINE:TYPE C L 200 7 2.0 3 6" 750 FEET OF MASTER MAINLINr=:TYPE CIL 200 8 2.0 Psi -6...,........ 1146 FEET OF MASTER MAINLINE:TYPE CL 200 8 6.3 PSI it Sweeney & Associates, Inc. Controller I IRRIGATION CONTROLLER RUN TIMES 2ff REMOT�CONTROL VALVE 9 1.6 PSI 11/2 REMOTE CONTROL VALVE 9 PSI 'c3noulting PLANT TYPE/SPRINKLER TYPE .4to AKc PR RATE IE RUN TIME QUANTITY RUN TIME 10% LATERAL LINE LOSS 10 5.0 Psi 10% LATERAL LINE LOS8 10 5.0 PSI Irrigaticon bmwort a c. Days Per Week: 5 7.3 (HOURS) (HOURS) 10% FITTING LOSS 11 2.5 PSI 10% FITTINGj LOSS 11 2.0 081 40' 0. 0 QE(P-0-C 0.0 PSI 38730 Sky Canyon Drivei SWte C Shrub and Ground Covers, 0 ELE ON I' HANGE(P.O.C.TO HIGHES I r 121 0 1 Psi ELEVATION CHAN TO HIGHEST HEAD) 12, Murrieta, CA 92663 4 Spray Heads �30 0.40 1.74 0.70 0.11 18 1.01 .t SYSTEM Pocce IDI= LOSS HRU#12) TOTAL SYSTEM PRESSURE LOSS(SUM OF#1 THRU#12) 13 �8.2 PSI PIL 909-464M FaL 909-464WO t30 0A0 0.50 0,80 0.34 0 0.00 �AL LSUM OF#1 13 23.2 P81 0 Rotor Heads 14 60.0 PSI Temporary Rotor 1.30 0.30 0.50 0.80 0.26 0 0.00 PRESSURE REQUIRED LT HEAD 14 50.0 P81 PRESSURE:REQUIRED AT HEAD , E-mab IsweeneyloearthInkaet PRESSURE REQQIRED(SUM OF#13 ANO#14) 15 73.2 -9-S, TOTAL PRE8SURE REQUIR OF#13 AND#14) 1518.2 PSI T 16 113.0 PSI, Turf Grass: fTEAKTIC WATER PRESSURE(FROM ABOVE), 16 113.0 PSI STATIC WA,tER PRESSURE(FROM:ABOVE) Spray Heads 130 0.80 174 0.70 0.22 1 0.22 IkESIDUAL PRESSURE(19UBTRACT#15 FROM 4-16) 17 39.8 081 RESIDUAL PRESSURE(SUBTRACT.#15 FROM#1_6) 17 34.8 PSI '81 SETPRVOEMCVAT( 15PLUSIOPSI) 18 - PSI REVISIONS FOR CITY USE ONLY Rotor Heads 730 O�80 0.50 0.80 0.68 2 1.36 SET PRV OR MCV 5 PLUS 10 PSI) 18 P, nli-I PSI PRESSURE,$OOST SI) 140-41 Large Quarter Rbtor Heads 7.30 0.90 1.96 0.80 020 0 0.00 191 IF REQUIRED #15416+20 P 19 PSI RIPTION APPROVED INITIAL DATE 41 wwwqam� TITLE: SURE BOOST, 11FREQUIRED(#15416+20PS11 2 DATE DESC RESSUIRE CALCULATIONS 140-41 Large Half Rotor Heads ?;30 0.90 0�98 0.80 0.39 0 0.00 WATER PRESSURE CALCULATIOF4S, VVATER P TREET 140-41 Large Full Rotor Heads 130 0.90 0.49 0.80 0.78 0 0.00 WATER METER NUMBER I WATER METER SIZE 6 WATER METER NUMBER WATER METER SIZE 6 0.90 2.28 0.80 0.17 0 0 HYDRAULIC GRADE LINE - WATER/SEWER 140-43 Large Quarter R6tor Heads 7.30 .00 HYDRAULIC GRADE LINe WATER METERELEVATION WATER METER ELEVATION GRO/DRAIN 113 NCE STATIC PRESSURE(PSI) 7.30 0.34 0 0.00 DIFFERE 3 J IRRIGATION 140-43 Large Half Rotor Heads 0.90 1.14 0.80 tLEVATION DIFFERENCE STATIC PRESSURE(PSD ELEVATIO 140-43 Large Full Rotor Heads �30 0,90 0.57 0.80 0.67 0 0.00 1 , ! TRAFFIC REMOTE CONTROL VA4VE# Fl 6_ REMOTE CONTROL VALVE SIZE 2 REMOTE CONTROL VALVE# J15 RELAOTE ONTROL VALVE�SIZE 2 FINAL CHECK WATER _�_.C_.V. DEMAND(GPM) 55 TOTAL DEMAND(GPM) 1000 R.C.V. DEMAND(GPM) 70 TOTAL DEMAND(GPM) 1000 Trees: EVATION - STATIC PRESSURE AT R.C.V. R.C.V. ELEVATION - STATIC PRESSURE AT R.C.V. - RM CALCULATIONS Bubbler Heads �30 0.80 3.00 0.90 0.10 8 R.C.V. EL AS CONST. CYCLES PEO.DAY: I TOTAL NUMBER OF STATIONS: 29 _91ZE DESCRIOTION PSI LOSS SIZE DESCRIPTION PSI LOSS TOTAL RUN TIME IN HOURS: 4.41 SERVICE LINE 0 1060 GPM 1 1.1 PSI 6 SERVICE'LINE @ 1000 GPM 1 1A PSI 6" FOR PRIVATE USE 611 TURBO 9VATER METE 2 1.8 PSI 6 TURBO WATER METER a_ 1000 GPM 2 1.8 PSI THESE PLANS WERE PREPARED BY: REVISIONS DATE 6" BACKFLQW PREVENTER 1000 GPM 3 5.0 611 BACKFLOW"REVENTER(M 1000 GPM 3 5.0 PSI INITIAL DATE w I 110CAPIF 2" MASTEO CONTROL VALVE Q 10 1 0 GPM 4 1.6 psi 2" MASTER CONTROL;VALVE @j 00 GPM 4 1.6 PSI i\NIG L/ Control ler i IRRIGATION CONTROLLER RUN TIMES 6 It WYE STkAINER/FILTRATION 1000 GPM 5 1.0 81 6" WYE STRAINER/FILTRATION 2 1000 GPM 5 -1.0 PSI DRAWN PLANT TYPE/SPRINKLER TYPE' Eto AKc PR RATE IE RUN TIME QUANT17Y RUN TIME 3" BUTTERFLY VALVES 6 0.5 PSI 311 BUTTERFLY VALVES 6 0.5 PSI CHECKED Days Per Week: 5 t.3 (HOURS) (HOURS) 11 7 2.0 PSI igna re 3 226 FEET OF MAINLINE:TYPE dL 200 7 0.6 PSI 3" 464 FEET OF MAINLINE:TYPE CL 200 NAME DATE 31 05 Shrub and Ground CoV'drsw. 611 776 FEE, MAINLINP-:TYPE CL 200 8 4.6 PSI 6 '-.375 FEET OF IAAST�R MAINLINE:TYPE CL 200 8 .3.6 PSI LICENSE NUMBER FILE enewc ate Spray Heads 7.30 0.40 1.74 0.70 0.11 12 1.34 _jT,OF MASTER VALVE 9 2.5 PSI -A a 2 REMOT�_CONTROL VALVE 9 1.6 REMOTE CONTROL Rotor Heads 7.30 0.40 0.50 0.80 0.34 1 d.34 10 5.0 PSI at Temporary Rotor 7.30 0.30 0.50 0.80 0.26 0 0.00 10% LATERAL LINE LOSS 10 5.0 PSI 10% LATERAL LINE LOSS CITY OF RANCHO CUCAMONGA c 10% FITTING10SS 2.1 PSI 10% FITTING LOSS 11 :2.2 PSI 0 ELE N CHANGE(P.O.C.TO HIGHEST HEAD) 121 0.0 P81 0 _IELEVATION CHANGE(P.O.C.TO HIGHEST HEAD) 121 .0.0 1 PSI PROJECT NAME Turf Grass: TOTALSYST EM PRESSURE LOSS(SUM OF#1 THRU#112) 13 26.3 PSI CENTRALPARK JOB NO.: 290-70 Spray Heads 7.�O 0.80 1.74- 0.70 0.22 5 1.12 TOTAL SYSTEM PRESSORE LOSS(SUM OF#1 THRU#121, 13 24.9 psi SENIOR CENTER ANDCOMMUNITY CENTER Rotor Heads 7.30 0.80 0.50 0.80 0.68 4 2.13 PRESSURE,REQUIRED AT HEAD 14 �0.0 PSI 11200 BASE LINE ROAD - .01 IlRESSURE REQUIRED AT HEAD 14 50.0 PSI 0 140-41 Large Quarter Rotor Heads 7.30 0.90 1.96 0.80 0.20 0 0.00 JOTAL PRESSURE REQ.UIRED(SUM OF#13 AND#141 15, 74.9 Psi TOTAL PRESSURE REQUIRED(SUM OF#13 AND#14) ... 15 76.3 PSI SHEET TITLE DRAWN BY: CEH 140-41 Large Half Rotor Heads 7M 0.90 0.98 0.80 0.39 0 0.00 STATIC WATER PRESSURE(FROM ABOVE) 16 113.0 FJ81 STATIC WATER PRESSURE(FROM��BOVE) 16 1,13.0 PSI 4U 140-41 Large Full Rotor He ads 7.30 0.90 0.49 0.80 0.78 0 0.00 I RESIDUAL PRESSURE(SUBTRACT,#15 FROM#16) 17 36.7 PSI CHECKED BY: LM c:) IDUAL PRESSURE(SUBTRACT#15 FROM If 16) 17 38.1 psi 140-43 Large Quarter Rotor Heads 7.�O 0.90 2.28 0.80 0.17 0 0.00 - sallow 'FE-TPRV OR MCV AT(#�15 PLUS 10 PSI) 18 - PSI SET PRV OR,MCV AT(#15 PLUS 10 PSI)-- 18 PSI APPROVED c:) 140-43 Large Half Rotor Heads 7.�O 0.90 1.14 0.80 034 0 0.00 01- (#15416+20 PSI) 191 1 PSI PRESSURE BOOST, IF REQUIRED�#1 5416+20 PSI) 191 PSI DATE: 7.30 0.90 0.57 0.80 0.67 0 0.00 TRESSURE BOOST, IF REQUIRED 24953 140-43 Large Full Rotor Heads DATE COWMUNITY SERVICE DIRECTOR Trees-. SHEET: Ilk APPROVED c:) Bubbler Heads 7.�O 0,80- 3.00 0.90 0.10 2 0.20 SHEET OF affma 04 CYCLES PER DAY-. 1 TOTAL NUMBER OF STATIONS: 24 DRAWING L3, 1 8- C:) T 5.13 flito F TOTAL RUN IME IN HOURS. NO. DATE RCE NO.C/ CITY ENGINEER 0- CN W �1\x EA T M YDI ;lz7 SEEM POP-UP TURF HEAD BODY SET TO CENTRAL HI-POP SHRUB HEAD BODY SET TO 1/4" ABOVE FINISH GRADE PO-P-UP TURF ROTOR BODY SET TO 1/4- ABOVE FINISH GRADE FINISH GRADE 1/4- ABOVE FINISH GRADE FINISH GRADE FINISH GRADE MEN DRAIN CAP FINISH GRADE :11 1=1 I I==l 1 -11 NNE 04 U 6- PVC COUPLER 1E :2 7E 1=1.I A R K z z BUBBLER Ell z 0 C>,*e RANCHO, CUCAMONGA oo 0 C14 0 0 SCH 80 PVC NIPPLE coo 0 cl, 0 C, - LONG) '*0 (MINIMUM 2 ------- 06 -0* SCH 80 PVC NIPPLE 6" SEWER PVC <> Cl 0 SEWER PIPE — Clo (MINIMUM 4" LONG) 0 ADV. 0 0 0 SCH 80 NIPPLE 6" LONG SCH 40 PVC 00 0 =0 T X T 900 ELL 0c,10, C"Ito SCH 80 PVC NIPPLE SCH 40 PVC TYPICAL (2) PLACES T X T 99 ELL 0 MARLEX 90* STREET ELL 0 co 6 .500 #4 WASHED GRAVEL c 0�0-0 00 0 0 1 MARLEX 90* STREET ELL 10 0 PVC SCH. 40 ut 00 SPRINKLER LATERAL ------------- ----------------------------------------------------------------------------------------------------------- ------------------------------- --------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------- ------------ --------------------------------------------------------------------- ----------------- ---------------- ----------------- -------------------------------------------------------------------------------------- ------------------- ----------------------_______ I?,*-—- - 0 0 RJM S GROUP INC. 0 0 MARLEX 90* ELL 0 SCH 40 PVC u - 31591 CAMINO CAPISTRANO ANTI-DRAIN VALVE AS REQUIRED u 0 0,0" SAN JUAN CAPISTRANO,CA 92675 NON-PRESSURE ct:� MARLEX 90* STREET ELL 90�` STREET ELL 949-493-2600 FAX 949-493-2690 MARLEX 9T STREET ELL —NON-PRESSURE MARLEX 90" STREET ELL LATERAL FITTING LATERAL -FITTING WWW.RJMDESIGNGROUP-COM NON-PRESSURE SCH 80 PVC NIPPLE NON-PRESSURE LATERAL LINE LATERAL FITTING NON-PRESSURE LATERAL LINE TYPICAL (2) PLACES CONSULTANT: N6N-PRESSURE LATERAL LINE ANTI-DRAIN VALVE AS REQUIRED NOTE: NOTES1 NOTE: 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 1. DEPTH OF SUMP SHALL BE PER SOIL AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: CONDITION OR 3' MIN. .1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE -------------------------------------------------- ---------------------------------------- ----------------- --------------- ---------------- ---------------- --------------------- ------------ ------------------------ --------------- ------------- --------------------------------------------------------- ----------- -S-ATING�FEATUR"S--PER�THE--IRRIGATION�PLAN- --------------- GATIONP LAN—. - AND --- -------- N -COMPENSATING--rFATliRE�AS�PER�THEIRRI 2., USE TEFLON TAPE ON ALL MALE THREADS. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. HEAD CONNECTION AT B0170M INLET ONLY. CITY OF RANCHO CUCAMONGAq CALIFORNIA 7 CITY OF RANCHO CUCAMONGAq CALIFORNIA Cq 0) CITY OF RANCHO CUCAMONGAq CALIFORNIA C-4 APPROVED BYo STANDARD PLAN CITY OF RANCHO CUCAMONGAq CALIFORNIA to APPROVED BY, STANDARD PLAN SUB CONSULTANT: STANDARD PLAN 04 APPROVED BY, a POP—UP TURF SPRAY HEAD �P_PRGVED BY, STANDARD PLAN HI—POP SHRUB SPRAY w 537 TREE BUBBLER SUMP 539 V) - i POP—UP TURF ROTOR 545 (n CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I 5; 24953 w 538 Lu CITY ENGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST I RUCTION SHEET I OF I Ce R.C.E. -A (n CITY ENGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I GFI IX R.C.E 24953 __j A 5; — _�ATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER SHEET I OF I R.C.E. 24953 L M R.C.F_ 21953 1 1 SCALE SCALE A SCALE u P T " EAD N.T.S. SCALE I I N.T.S. A POP— RF SPRAY H U N.T.S. B H —POP SHRUB SPRAY D P 0 P JUP "I"U" R wim—om R 0 T 0 R N.T.S. TR"tmE BUBBLER %go" `MP______,__ 0 3/4" GRAVEL SHOULD BE PLACED IN FLOW METER AND MORTAR VALVE BOX. Cie WHITE FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS BLUE PLASTIC RECTANGULAR VALVE BOX WITH B'OLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN "SCOTCH-LOK" WATERPROOF COVER, USE STAINLESS BOLT,NUT,AND WASHER. COVER,USE STAINLESS BOLT,NUT,AND WASHER. -.,,,%I—BACKFLOW ENCLOSURE uj RED CONNECTOR OR EQUAL BOX TO BE PLACED AT RIGHT ANGLE TO HAkDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE SEE LEGEND FOR BRAND BLACK EDGE. HEAT BRAND"MV"ONTO LID. EDGE. HEAT PRAND"PS"ONTO LID. �mm PIG TAIL EXPANSION MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. almommw IRJUGATION CONTROLLER LOOP (MIN.24" LONG) BASKET,STRAINER,SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS "N"STYLE BACKFLOW DEVICE Lu PLASTIC VALVE BOX (CARSON OR WATERPROOF ALL DE IN SHRUB SEE LEGEND FOR BRAND WIRE CONNECTIONS FINISHED GRA EQUAL) WITH PLASTIC INTEGRATED 4"MIN. LOCKING LID. PLACE AT GRADE IN AREAS TURF AREAS AND 3" ABOVE IN 24"WIRE LOOP 4"MIN. Z >— PLANT BED. VALVE ID TAGS PIG TAIL EXPANSION >< PVC SCH 40 FEMALE V% SHUT OFF VALVES z >< -,I< WHITE 1) r" LOOP (MIN.24- LONG) (COMMON) ADAPTER,2 REQUIRED 0 1 2 mi PVC MAINLINE TO FLOW m uj UF 14 BLUE 0 0 SENSOR,PIPE PE R SPECS. 2" MI . 0 PVC MAINLINE30 MASTER 494: j WIRES (3 VALVE,PIPE PER SPECS. --,----CAST IRON PIPING u %*U/(09 (3 BRICK SUPPORTS 0 BRICK SUPPORTS RED MASTER CONTROL BRASS UNION VALVE U BLACK BRASS NIPPLE TYP. CONCRETE PAD to LANDSCAPE FABRIC -ERS,2 REQ. MINIMUM 6"THICK 494: FLOW METER 3/4"ROCK,2 CUBIC FT. FLANGE ADAPI SIZE PER ENCLOSURE Illon DIAMETER SAME aj I PVC M '10 8 SlZE AS FLOW AINLINE PIPE FROM LANDSCAPE FABRIC 0 4& MEIER SIZE BACKFLOW PER SPECS. 3/4"ROCK,2 CUBIC FT. "VALVE SETTER"FITTINGS ff DIAMETER SAME SIZE 5ECTIQN VIEW-N.T.S. PVC MAINLINE FROM P.O.C. Ar 0 AS FLOW METER SIZE NOTE: -MAINLINE SECTION VIEW-N.T.Sl MINIMUM DISTANCE DOWNSTREAM OF MAINLINE DEPTH FROM UP-STREAM SIDE OF UNINTERRUPTED PIPE (5X DIAMETER USE 45 DEGREE ELLS TO ACHIEVE NOTE- 0 0 OF FLOW METER SIZE) THE MASTER VALVE ASSEMBLY. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF SECTION VIEW-N.T.S. u Z THE MULTIPLE FLOW SENSOR / M.V. THE BASKET STRAINER ASSEMBLY. -d �_4 INSTALLATIONS MAXIMIZE THE DISTANCE -dor- MINIMUM DISTANCE UPSTREAM OF FROM THE "TEE" TO MINIMIZE TURBULENCE. UNINTERRUPTED PIPE QOX DIAM15TER OF FLOW METER SIZE) 0_1 Lu 1. WATERPROOF ALL WIRE CONNECTIONS NTH "SCOTCH—LOK* OR EQUAL. MAKE EPDXY—FILLED CONNEC11ON WHEN FLOW—METER IS GLUED IN. 2. MAXIMIZE DISTANCE BETWEEN FLOW SENSOR AND MASTER VALVE. u. CITY OF RANCHO CUCAMONGAq CALIFORNIA A4. N APPROVED BYt STANDARD PLAN uj FLOW METER INSTALLATION ff It w 516 Cn WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WICITY ENGINEER DATE SHEET I 13F I SCALE X R.C.E. _J SCALE A SCALE A SCALE A r% ` KFLOW wLmft)ElVfl(0,-"oE N.T.S. A k A A N.T.S. E BA(,..o 0 %wo; 0 N.T.S. G MASmwluER k"'ft.,0NTR0L VALVE N.T.S. F BAbRET 'STRAINER H' FLOW METER INSTALLATION Lu Z W m z I- ROUND PLASTIC VALVE BOX & RAIN BIRD 33 DNP WITH PURPLE w z COVER ETCHED ".IRRIGATION GATE :5 RUBBER CAP - SUPPLY ONE KEY 0 0- < < (CARSON OR EQUAL) PER 12 QCV'S INCLUDING HOSE O� z SWIVELS. STRUCTURE OR 1W ROUND PLASTIC HARDSCAPING FINISHED GRADE FINISH GRADE VALVE BOX W1 BOLT FINISH GRADE - INSTALL IN DOWN LID,SEE LEGEND PLANTER BED ONLY BOX LID 2"ABOVE F.G.IN 18" MAXIMUM SHRUB AREAS; 112"ABOVE F.G.-IN TURF AREAS /2- OR SMALLER WITH BALL VALVE 1 1 IEEI I IETI-111. STAINLESS STEEL HANDLE BUTTERFLY VALVE WITH RESILIENT WEDGE 2 OR LARGER WITH 74 1 1=�l I I LATCH NUT AND INDEX GATE VALVE 2" OPERATING NUT REVISIONS FOR CITY USE ONLY 1EI I IEEE EPDXY COATED PLATE,SEE LEGEND 15TD DATE DESCRIPTION APPROVED INITIAL DATE VALVE TITLE: SOH-" BRASS NIPPLE 12 STREET 00 &39+6 BRASS 90* ELL 6 PVC CL.160 PIPE, WATER/SEWER LENGTH AS REQUIRED 96+f-9" BRASS W STREET EL GRO/DMIN STAINLESS STEEL 00 6006 * 0 3$ IRRIGATION SCREW CLAMP ir 6" UNDISTURBED OR 3 Bf:tASS 1%NIPPLE MINIMUM (3) PLACES 6�004 �004 TRAFFIC z 24" LON 0 NATIVE SOIL FINAL CHECK DETAILS oar 0 R/W 4 REBAR STAKE RED BRICK,THREE 00 SCH 80 PVC 90* STREET EL 124- LONG) __0 REQ.ON ROUND BOX AS CONST. *00 CW03 0 1-1 ��I �V,CQ 1_�j M I IEEI Cp THESE PLANS PARED BY: FOR PRIVATE VISIONS DATE ONE CUBIC FOOT 0. USE I- I oi� -0 z WERE PRE RE P,6 PEA GRAVEL DATE CA INITIAL \�C L/ (0 C^ ii:�o I I I= DRAWN 0-0 IRRIGATION MAINLINE 0*110 - �i. I ,; '00 CHECKED Ignat DATE 7 NAME /31 2 5 ...... INSTALL FLANGE ADAPTERS ate 3/4- WASHED CRUSHED 11V I.II-Mbt NU it$rK FILE ON VALVE PRIOR TO INSERING IE AGGREGATE BASE - PIPE INTO BELLED ENDS t"'O. 24953 11 NOTES: CITY OF RANCHO CUCAMONGA OF L0 PRESSURE SUPPLY STALLATION OF VALVE BOX. 1. PLACE AGGREGATE PRIOR TO IN 1-21 0� W 'P�L3�i CL LINE FITTING 2� INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. PROJECT NAMIE CENTR K JOB NO.: 290-70 PRESSURE SUPPLY LINE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CIVI ER AND COMMUNITY CENTER LEEMCO LB SERIES HARCO 150 LB.FLANGE OF SENIOR CENT - X GASKETED BELL ADAPTER 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 11200 BASE LINE ROAD PIPE TO PIPE RESTRAINT 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND DRAWN BY: CEH ONE EACH SIDE OF VALVE ONE EACH SIDE OF VALVE VALVE NUMBER. SHEET TITLE 7 60 es, Inc. f Sweeney & Assoclat CHECKED BY: LM 7 CITY OF RANCHO CUCAMONGAq CALIFORNIA 4m Irrioatloon Deelan AL copnoultinc APPROVED CD CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY, STANDARD PLAN qs 14# 011. 12-,q-03 C'4 04 VALVE DATE: 99 APFROVED BYi STANDARD PLAN QUICK COUPLING VALVE WITH METAL 3 or smaller 518 38730 Sky Canyon Drive,SWte' 0 z -d DATE C JNI ERVICE DIRECTOR STAU - FOR- NON-TURF AREAS 535 ENGINEER RKS CONSTRUCTION Murdeta, CA 925M Z w w CITY DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WO SHEET I OF I SHEET: Cr-R.C.E. 24953 Ph 909-48H=Fax.009-461-M APPROVED C:) w CITY ENGINEER DATE1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 F.-ma l3weeneyloeareeknet 4 D 1 .1 0 SHEET OF m RCE. 24953, CD DRAW1 SCALE 9 ls:9:f OF NGL L4,1 NO. SCALE SCALE A DATE RCE NO.L,/ CITY ENC2lNttK C�_ A N.T.S. B'u' 'T"I"E R F Ly VA'_ LV E N.T.S. I GATE VALVE N.T.S. K QUICKCOU" PLING vALVE CO N v""l NEC-�OLR v 0 PIG T Loop N R y AILy E EX IN- 2 A PL A 4 04 /7 wo _41 Tr 'LL ONS FRAL STRONG BOX MODEL NO: TO SPRINKLER ANGLE PIPE TO SB-24 DCR WITH PEDESTAL SPECIFIED DEPTH WITH 45! ELLS STAND ALONE CONTROLLER WITH ANTENNA ka- 2 4 NO. PED-24 DCR SCH 40 PVC MALE ADAPTOR EMILIO SCH 80 PVC UNION "SNAP-TITE" WATERPROOF ROUND PLASTIC VALVE BOX COVER: STRUCTURE OR ANT 1 ANTENNA PORT ELECTRIC METER PER SCE < BRASS OR PVC NIPPLE CONNECTORS OR EQUAL ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING EPDXY FILLED LOCATED z ELECTRIC CONTROL VALVE FINISH GRADE OUTSIDE OF BOX. E W INSTALLATION/LOCATION -0— COAXIAL CABLE NOTE: PLASTIC VALVE BOX I_6" MIN. PER CITY AND CALSENSE ENCLOSURE TO BE GROUNDED PER m MARKED "IRRIGATION RCV" 18" MAX. REPRESENTATIVE. -4-4— CALSENSE CONTROLLER LOCAL CODE. GROUND ROD TO BE �E z (CARSON OR EQUAL) AT GRADE IN LAWN AREAS 1 11 MODEL NO. PER PLANS I A INSTALLED INSIDE ENCLOSURE. ON I Ld /I I ETCHED WITH CONTROLLER _T k_j q ANU VALVIL Z)r_WUr_N%wr- mimmm (D Ile) 6"' MIN. FINISH GRADE A R K 120 VOLT DUPLEX CALSENSE HARNESS FINISH V-6" X V-S" X 6" CONCRETE OUTLET (GFCI) GRADE �OO_TING INSTALL A MINIMUM OF 33 DNP QUICK 3" ABOVE GRADE AND SLOPE TOP STRIPS TO SIDEWALK CHO CUCAMONGA TERMINAL 8" TO DRAIN AT A MINIMUM OF 2%. COUPLING VALVE MATCH CONTROLLER MIN. I OISTURE WITH PURPLE SIZE. ATTACH IRRIGATION z SENSOR RUBBER CAP mommmmommmumm Immummm 'El I I - c0 IEE�j Coco REMOTE PIGTAIL. MFG. WHERE STAINLESS STEE PER PLANS I I F REQUIRED SCREW CLAMP 00 MINIMUM (3) PLACES -4- - FIELD WIRES COMMON WIRE/CONTROL WIRES IN PIG TAIL EXPANSION 3* SCHAO PVC CONDUIT. tE 3" LOOP (MIN. 24- LONG) WASHED 3/4 3" CRUSHED EE -- BRASS ANGLE E AGGREGATE BAS 44- z 120 VOLT WIRE VALVE W/UNION .44A CODE) 90* SWEEP ELL ..K CONDUIT (PER LOCAL ON POWER SIDE (TYP-) co 3/4" WASHED ----------------------------------------------- ---------------- ------------------------------------------------------------------------------- ------- ----------- ----------- ------CRUSHED-AG # A GREGATE BRASS ENCLOSURE MOUNT M?IW BRASS NIPPLE RJM DESIGN GROUP INCS to C�* 24 -------I--- a LONG HEAVY DUTY WEATHER RESISTANT 0.Coe 31591 CAMINO CAPISTRANO SCH 80 PVC NIPPLE NOTES: PHOTO ELECTRIC SWITCH FOR SECURITY SAN JUAN CAPISTRANO,CA 92675 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL LIGHT CONTROL AS REQUIRED PER CONTROL COMMON WIRES 949-493-2600 FAX 949-493-2690 PLANS. -COM CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR WWW.RJMDESIGNGROUP PRIOR TO CONSTRUCTION. 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN CALSENSE CONTROLLER MODEL NO. 36 SECURITY LIGHT SeH--*O BRASS 9(f ELL CONSULTANT: TIMER AS REQUIRED SEQUENCE OF REMOTE CONTROL VALVES. PER PLANS. SCH 80 PVC goo 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH INSTALLATION STD. PER PLANS. BRASS 900 REFER TO CONTROLLER � STP. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE BRASS NIPPLE STREET ELL STREET ELL WIRE AT THE ENCLOSURE. FINISH MUL11 - CONTROLLER SCH 40 PVC SXSXT TEE—"""" \—PRESSURE SUPPLY LINE C14 PRESSURE SUPPLY 0 LINE FITTING 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. GRAD COMMUNICATION CONDUIT 1 4 REBAR STAKE 2" SCH 40 CONDUIT Zy AS REQUIRED PER NOTES: P) f24" LONG) FOR SECURITY LIGHT MIN. 12 PLAN SPECS. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE 5. NO SPUCES SHALL BE MADE bETWEEN CONTROLLER AND REMOTE WIRING. 2% ED WHEREVER POSSIBLE NEXT TO SIDEWALKS. A-0 f OL A Q 0 N -2-ANSTALL-VALVES-AW-PLAN-1-81 S-- 0) 3. PLACE VALVE BOX AT RIGHT ANGLES TO, STRUCTURES ok� APING� 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 0 2" SCH 40 N OF VALVE BOX. (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 0) 4. PLACE AGGREGATE PRIOR TO INSTALLATIO NOTE: I FOR PHONE MODEM cli I CID ION TAG WITH APPROPRIATE CONTROLLER AND VALVE BOX. SYSTEM PRIOR TO ACCEPTANCE. 0 HOOK-UP. 5. ATTAC H PLASTIC IDENTIFICAT 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE NUMBER. C14 1 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. CD CITY OF RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCAMONGA9 CALIFORNIA t..; N c� I STANDARD PLAN 0) CITY OF RANCHO CUCAMONGA9 CALIFORNIA r,APPROVED BY, SUB CONSULTANT: rl- ,PR13VEID BY1 STANDARD PLAN QUICK COUPLING VALVE FORNIA 04 REMOTE CONTROL VALVE WITH CITY OF RANCHO CUCAMONGA, CALI N APPROVED BYa STANDARD PLAN 536 -W—PROVED BY, STANDARD PLAN CONTROLLER ENCLOSURE w w SHUT—OFF VALVE & UNION 520 (n CONTROLLER ASSEMBLY U) PUBLIC WORKS CONSTRUCTION TYPE B 523 uj CITY ENGINEER USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I 13F I w CITY ENGINEER DATEI USE WITH STANDARD SPECIFICATIONS FOR SHEET I OF I w C WORKS CONSTRUCTION RICE, 24953 INSTALLATION — TYPE A 524 CITY ENGINEER DATE SHEET I OF 1 Cf- R.C.E. EER DATE1 USE W" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w [ USE W11TH STANDARD SPECIFICATIONS FOR PUBLI w SHEET I OF I X R.C.E. 24955 Cy.R.C.E. 24953 SCALE SCALE A SCALE 1, A N.T.S. SCALE NJ.& L I Co"K C OUP L I N G vALVE k A N.T.S. M REMO"'ImE C.u" NTR0L `VALVE N.T.S. N CONTROLLER ENCLOSURE 0 CONTROLLER ASSEMBLY HARDSCAPING(SEE NOTE 4) NX/ N� LOW VOLTAGE WIRES, 3 MAXIMUM 7 WIRES PASS THROUGH GROOVES IN TFE Cie 00 z TUBE LID TO ALLOW LID TO CLOSE U Lu CONCRETE THRUST CLOSE TUBE LID AFTER WIRE w BLOCK,TYPICAL �, _.;*.�.. *,. - — =1 I I ,I- IS INSERTED INTO TUBE — 0 z 7 MAINLINE PIPE W z (n c%j CLEAN BACKFILL SEE < uj =L—LI %-.., - - 9 1% CLEAN BACKFILL SEE SPECS. FOR MATERIAL. SPECS. FOR MATERIAL. 90% COMPACTION REQUIRED I F () POLY TUBE PRE-FILLED WITH 90% COMPACTION REQUIRED r- r 0 WATERPROOF GEL �d_ I M N UNDISTURBED SOIL ;> _=I 1 -11 PROVIDE 6" MIN. OF SAND NON-PRESSURE LATERAL LINE: z I 5i — SCH. 40 SNAKE PIPE IN LOCK TABS PREVENT WIRE REMOVAL re BEDDING AND SHADDING TRENCH !S ONCE CONNECTOR IS INSERTED z 0 z 45 DEGREE ELL 90 DEGREE ELL . . . . . . . . . . . . . . . -..wow . . . . . . . . 0 . . . . . . . . . . uj . . . . . . PRESSURE SUPPLY LINE.' . . . . . . . . . _ 74 SCOTCHLOK ELECTRICAL SPRING J.� — SCH. 40/CL. 315 SNAKE IR UI . . . . . . . . . . . . . I PIPE IN TRENCH PRE-STRIPPED OF 1/2"OF THE -I I F CONCRETE THRUST CONNECTOR. WIRES SHALL BE THRUST BLOCKS TO BE BLOCK,TYPICAL 11,;� := CONTROL WIRE SLEEVE r A INSULATION PRIOR TO INSERTION , l! 1 CUBIC FIT OF CONCRETE I I— I-SIZE PER, PLAN INSTALL - BUNDLE TWIST -f:=—CONTROL WIRES INTO THE CONNECTIOR. ... . . . . . . .1%, 1 . 1 . . . . . . . ADJACENT TO PRESSURE .00000 MAINLINE PIPE CONNECTOR ONTO WIRES TO I I . . . . . . . SUPPLY LINE C14 AND TAPE AT 15' O.C. AND THRUST BLOCKS TO BE SEAT FIRMLY. 04 INSTALL ADJACENT TO .04 PRESSURE SUPPLY LINE dOM %how) INSERTED INTO TUBE UNTIL THE �iLLLVE SIZE TWICE USED FOR 3" PLASTIC PIPE SCOTCHLOK CONNECTOR AND WIRES PRESSURE SUPPLY LINE 10 PROVIDE 6" MIN. OF SAND (D W P PLASTIC FITTINGS UNDISTURBED SOIL DIAMETER OF PRESSURE 6" TYP. If I RA CONNECTOR PASSES LOCK TABS SUPPLY LINE BEDDING AND SHADDING USING BLACK PIPE TAPE 6" TYP. 0 L ALL CONCRETE TO BE NOTE: NON-PRESSURE LATERAL 0 TEE WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. LINE SLEEVE - SIZE TWICE mmomw PORTLAND CEMENT 420-C-2000 DIAMETER OF NON-PRESSURE Ae� KIT SHALL INCWDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A NOTES: LATERAL LINE NOTE: AO WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 1. ALL SLEEVES TO BE SCH 40 PVC 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. z SECTION VIEW-N.T.S. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18- MIN. DEPTH WIRES, LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3" AND LARGER 24" MIN. DEPTH 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW 7 uj STRUCTURAL SECTION). SECTION VIEW-N.T.S. Im %a CITY OF RANCHO CUCAMONGA9 CALIFORNIA CITY OF RANCHO CUCAMONGA9 CALIFORNIA IN %#..i u. I STANDARD PLAN to APPROVED BY, I STANDARD PLAN ,0 APPROVED BY, z — TYPICAL TRENCHING 532 0 0 TYPICAL SLEEVING w 533 LLJI 5; SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (n w CITY ENGINEER DATEI USE WITH STANDARD SHEET I OF I r 1 5�CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEETI OF 1 0:R.C.E. _2�4953 w kuj WIR.C.E. 24953 SCALE SCALE SCALE P TYPICAL TRENECH' IN"G N.T.S. 0 SCALE NJ.& 0 N.T.S. R WIRE (om."ONN E(O.".0TION N.T.S. TYPICA L SLEEVING THRUST BLOCKS z uj z "SNAP-TITE" WATERPROOF CONNECTOR OR EQUAL WIRE SERVICE LOOP (LOOP ENOUGH WIRE TO EXTEND WIRE IRRIGATION MAINLINE,BELL AND Cie BUNDLE 6" ABOVE GRADE) GASKET TYPE PIPE,SEE LEGEND FOR SPECIFICATION.COUPLING SHOWN SPLICE BOX COVER WITH LOCKING TOP ETCHED "S.B." LEEMCO D NOTE.- UCTILE IRON BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING 1. CENTER VALVE AT GRADE IN LAWN AREAS PUSH-ON FITTING VALVE. 3" IN PLANTER BEDS (TEE,90 ELL OR 45 ELL) ROUND—COVER/SHRUB AREA 2. SET RCV AND VALVE BOX ASSEMBLY IN G FOR CITY USE ONLY WHERE POSSIBLE. REVISIONS 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 19 LEEMCO LH-SERIES APPROVED INITIAL D E DATE DESCRIPTION TITLE: VALVE BOXES TO PREVENT �il i�� 4. AVOID HEAVILY COMPACTING SOIL AROUND JOINT RESTRAINT 11 1 0 STREET .............................. BOXES. COLLAPSE AND DEFORMATION OF VALVE PIPE INTO FITTING WATER/SEWER GRO/DM N 14"X1 9"RECTANGULAR VALVE BOX TYP. 12" X 18" GREEN PLASTIC METER ............. IRRIGATION BOX, CARSON OR EQUAL LEEMCO LB-SERIES A2W 'TRAFFIC ,I � QUICK COUPLING VALVE BOX,TYP. JOINT RESTRAINT FINAL CHECK DETAILS R/W 0 0 0 SECTION VIEW-N.T.S, AS CONST. ------ USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE,PIPE USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE DSCAPz USE LB SERIES RESTRAINTS FOR BELL AND GASKET JOINTS MG L I DRAWN USE LH SERIES RESTRAINTS FOR PVC PIPE TO LEEMCO FITTINGS AND VALVE STUB OUTS CHECKED INCLUDING 45 ELLS,90 ELLS,MAINLINE TEES, 0 na re 0 0 0 X, DATE USE TWO LH SERIES RESTRAINTS AND TWO TIE-BARS FOR PUSH ON 0 NAME 5 00 24 VOLT WIRES. TAPED AND 41 owu u FILE BUNDLED AT 15 FT. INTERVALS GATE VALVES,SEE LEEMCO RECOMMENDATIONS LICENSE NUMBER 1 24953 12'v 12' 120 2 CU. FT. PEA GRAVEL USE TWO LMJ SERIES RESTRAINTS(CONSISITING OF ONE LH SERIES CU A IJOS CITY OF RANCHO CUCAMONGA RESTRAINT AND TWO MJ-LK LINKS)FOR FLANGED GATE VALVES ft 0i ING OF ONE LH SERIES USE TWO LMJ SERIES RESTRAINTS(CONSISIT Civil- PROJECT NAME CENTRALPARK JOB NO.: 290-70 RESTRAINT AND TWO MJ-LK LINKS)FOR FLANGED BUTTERFLY VALVES V, 1�' SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD Q SIZE OF RESTRAINT TO BE AS PER PIPE AND FITTING USED DRAWN BY-, CEH SHEET TITLE c"I LM Sweeney & Assbciates,,, Inc CHECKED BY: N Irrigmt1con DaelSon & c5ciAnmumna c:) APPROVED CITY OF RANCI40 CUCAMONGA9 CALIFORNIA Iko DATE: 12-117��03 !z� I STANDARD PLAN -0 APPROVED BYj oyl I i I V4 38780 Sky Canyon Drive,We 0 1 24 VOLT SPLICE BOX DATE Com SERVICE DIRECTOR w 540 Miuirdeta,,CA 92563 .............. c:) cn SHEET- N 151--- Pit OW461-OW F8X 909-46FI00 APPROVED C:) W CITY ENGINEER DATE1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I 13F I SHEET OF A 01- cr_RICE, 24953 E-meb Isweeneyloearttftmt 10 CN 1__. DRAWING OF L4,2 0 SCALE PAJJ NO. 4/11161 4 JLS-_4 � CD SCALE U 2 SCALE T PIPE RESTRAIN"FS N.T S. DATE RCE NO. V CITY ENGINEER V"ALVE GROU" PING N.T.S. 4 VOLT SPLI(C.".E BOX N.T.S. Mr X. L AqCES -- I� RI ID STEEL J=I I I-- CENTRAL E OTY PEMA 3OTANICAL'NAME E .... 12KS ,_.__�;� SI R _z- COMMONNA ME' A-l" -0 O.C. 5� HYBRID 2 -STRIATA A A S-2 LOE C012AL 80 I GAL, gg N-0 Oicl. BLUE -LII ALYOGN8 HUEGE 4" IGAL 6 3 S, XX F OC JS MICOOPHYLLA JAP O_ ONICA 7� 'STuS X PU12PUREA -0 O.C-� cl 5�6 IGA 115 A R K KROSE CH hL C. -AL. GA QUpHEA�HYSSOPIFOLIA IG Iv6* 0 RANCHO CUCAMN 389 8ATHER FALSE,H -01, O�Q 012MI TENAXDUET` 371 um PH N, CN' F=.,'NEVV -O" OC P012-T DWARF ESCALLONIA, IGAL N .. .. .. '1, 0" OC. FOR COURTTAWD AREA FESTUCA OVINA ,GLAU 4 ..... CA' F-T ,L5. S' 31 16 REFER TO SHE -io BLUE FE8CUE LLLL I GAL. 711 - ---------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------ - ----------------------------------------------------------------------------------------------- -------------------------- --------------- ----------------- - ------------------------------------------------------------ -00'O.C. G12EWIA CAF12A RJM DESIGN GROUP INC. 66 > STARFLOWI= I GAL. �3 Sil LAV D8Q INO CAPISTRANO 31591 CAM AYLILY 600 'RED FLOWEiZ, 949-493-2600 FAX 949-493-2690 )Olt ALLIS,HYBRID HEME 1,GAL SAN JUAN CAPISTRANO,CA 92675 EVERGREEN D WWW.RJMDESIGNGROUP-COM 'A HEMEROCALLIS,HYBI21D I GAL. 7 -14 012ANGE FLOWE12 760 CONSULTANT: 8EN,DAYLLY EVERGR -01, LAVENDULADEN ATA 147 1, AL. El S-7' AVENDER L -00 O.C. L1121OPE SPICATA 'SILVER Dl�AGON' I GAL. 1, y S-19 835 y y y LILY TU 2-AC ------------------ _p L I I ------------- --------- ----------------- ------------------------------------------------------------------------------------------------------------------------------ U-M=PE ------------------------------------------------------------ ----------------- ---------------- ------------------------- ON11 I 3 IVY GE12ANIUM 4!-Op O.C. PITTO SPORUM T08112A VARIEGATA' I GAL. 427 SUB CONSULTANT: S-23 'MORTICIA' 0 O.C. -PHORMIUM T. 3 15 1 GAL. 122 NCN ............. S-22, ORmIu M T. "VAREGATA' -0" O.C. 3 I GAL. -+",+F'* 4+ S-24 PH 47 j- _LL 4), 44. NCN RINA' OL PIS INDICA 'BALLe Z-6* O.C. , RHAPHI , E 1 GAL 134 --;25, , INDIA H' S s 31 A THORNE' v J PHAPIOLEPIS INDICACLARA' I GAL. S-26 HORNE -87 INDIA HAWT SI-011 O.C. RHAPHIOLEPIS INDICA 'DANCER' I GAL -27, 233 S INDIA HAWTHORNE M81DILAND x X< XK XX x EIDILAND-'0012AL s" 0" O.C. ROSAM 2.GAL. -31 MEIDILANDROSE El 510 xx Xl< )Z- >X XX S-2 44- 0 \00- -Om O.C. 126SA,M E§DILAND 'SEVILLANA: �LGAL. 3 -33 4 4 S MARY 12OSE -ICINALIS 'COLLINGWOOD INGRAM' 3!-,0" O.C. Al2INUS OFF ROSM S-34 I GAL. 137 120SEMA12Y s -CYPAPISSU _011O.C. LLJ FOR COU2TYARD APEA, SANTOLINA CHAMAE I GAL. S-35 El 163 OTTON REFER TO'SHEET L5.15 LAVENDER C r_60.c. TRACHELOSPERMUM, JASMINOIDES- -37 I GAL S ASMINE STAR J Lu _O" O.C. JV6 i4l- VISURNUM71NUS 'DWARF 000 4 41- El S-38 1 GAL. INUS' _ AU121ST 26 O'C� -NIA,,J. XLEIM'S HARDY' GARDE 31 79 1,GAL. UG NCN 4!- CAMELLIA HIEMALIS 'SHISHI i GAL. uj 01 NQN El N 4!-Ow -SCALLONIA EXONIE SIS E -41 74 NCN W-4 S I GAL. E 'MAOI21 0 ''PH 12 40 0 MIUM T UEEN 12 / N 1 . S�42- 1,GAL. S-22 10 44- 4 44- %WOO# 0 26 -4 vie rTl BOTANICAL NAME SIZ OTY ;2EMAOKS COMMON NAME 4� rTl :PAR THENOCISSUS TRICUSPIDATA F� V-1 BO z WISTERIA SINENSIS- -CHINESE WISTERIA V-2 26, I-GAL. AT THE BASE OF V ROSAX "CLI. CRIMSON PILLAR -ACH.DAtE-PALM ,WNW 12- -3 3.OAL. 8c) 1; NCN , U.J 6 - LL t Lu I No. 24953 cym civik Q RALROAD ,T432N PAC490 Lu noo --------------- L SHALL BE IN,ACNCE,WITH LOCAL -GOVERNING AGENCIES. -PLANTING . ..... ALL ............ (D KEYMAP _E SHEET L7.1,& L7.Z 12:PLANTING NSTALLATION NOTES 8,DETAL SE5 MIS) (D FORM AND MATO. ALL T12EE$,Al2E TO HAVE STANDA12D ......... FOR CITY USE ONLY BRANCHING REVISIONS HED:SZEJ CHA2ACTEPSITICS ............... ........ 'COMPAOISON PLj2POSE DATE DESCRIPTION APPROVED INITIAL DATE TITLE: F REFERENCE:,AN 0 � DBID THE, UANITIES SHOWN AIRE I . I? ------------------ -14S STREET ONTRACT092 IS, 12ESPQNSIBLF-F012 CONDUCTING OWN AREA NLYI., ............ to 20 WATER/SEWER COUNTS TAKE-OFFS.AND UNITS GRO/DRAIN SRUB PPLAN ALL.SHRUB AREAS:SHAL.L RECEIVE,A.3"-'_LAY0lZ OF 1�� DETAIL SWEET., AND PLANTI TRAFFIC T8APK,MULCH,SEE-SP ------- HYDR T 12,EICENE,B.Al2K MULCH.,, ....... ...... A;2EA SHALL No FINAL CHECK OSEEDED P ON K-ANt R/W POOT BAWER,AS LABELE --------- ---------------- .......... CONST. ARRERS BY,VILLA AS S, MER OUTER VENT sLwouNb � ,INSTALL,-AND CONST12UCT PER 30-318d. . 11 1 1--� ATIONS. --------- DAT FOR PRIVATE USE REVISIONS ...... ....... THESE PLANS WERE PREPARED BY.------ INITIAL DATE 15 GAL.,- PIECE V 70' - Fop� \t�G L SINGLE PIECE IV 106, FOIZ 240 Box ...... DRAWN. PIECE 18, X'56 FOR 36 E30X CHECKED -7777,� ARITY ...... 0 a agnorur ARE SHOWN OUTSIDE,OF,PLANTABLE AR I EASFOR CL ONLY. DATE 1330 'INES,W THINPLANTAB Al2 ---------- -SHALL INSTALL ALL'V E�AS. NAME IZ nowul NT12ACT6 ........... FILE 00 LICENSE NUMBER ...... :TEST PE12 SPECIFICATIONS. LOCATION�OF AGRON 101MIC SOIL ., ....... H 0 (..-%A M 0 N A CU 'O., CITY OF RAN(.. Or- C N�L VEr- FEEDE32 SYSTEM(82 TOTAL) < TREE SEMEN= -�eppESENTS`WAXE. 3000 17 LNIT TREE Q SYSTEM BY WANE u� NAME CENT ALP RK 290-70 SYSTEM o (813) 061-1060. INSTALLPER:CLLVENT MANLF--ACTUI2E92!�S PROJECT CENTER JOB NO.: TER AND COMMUNITY SPECIFICATIONS. (WWW.WANE3OOO-COM) 1330 ......... SENIOR CEN 4EROAD 11200 BASE Ll�, DRAWN BY: CEH SHEET TITLE........ CHECKED 9Y- LM C) ------------- t-1 2 0 0 0 ------- c:) APPROVED 0 0 0 0 0 7 1330 DATE:0 0 0 0 0 0 0 u E DIRECTOR COMMUNI c:) DATE SHEET: =?4ft LIMIT OF VVORI< APPROVED SHEET OF 0 ------- U),2 DRAWING ?..CF LIMIT 0*NF VVOP< NO. --------- DATE RCE NO. CITY ENGINEER C14 r /-N A 17"N 4D I FCE CEN"RAL JI j /I I z RON , f if e WON=0 b= -NOTES� PA ........... ... 2, AL B.OTANICAL'NAM.El L PLANTING,$HALL BE IN ACCO12DANCE WITH LOCAL GOVERNNG AGENCIES. RANCHO CUCAMONGA SIZE COMMON NAME TY KS, OF-MAP FOR.PLANTING.NSTALLATIONNIOTES DETAIL,SEE,SHEET L71,&,L72. ': T ALOE,,-ST121A 'A,WIY8121D Z-0 O.C., -2 STANDARD FORM,AND'MATCHED SIZE/BRANCHING' CORAL ALOE 1,GAL., 80 'ALL VEES.Al2E TO,HAVE CHARACTERISTICS P82 SPECIES % ALYOGNE-,,HUE0. ELII S.6 3 'THE OUANTITes,sH 1-:012,12EFE12 U - 'IBISCU8,�, T GAL. BL E, H OWN Al;r= ENCE AND BID COMPARISON PURPOSE E F012 CONDUCTING HIS WN,,Al2 A ONLY. -CONTRACTOR IS 12ESPONSBL OFFS AND UNITS COUNTS. BUXUS,MICOOPHYLLA JAPONICA 31-00 O.C. &51 .'JAPANESE 80�<WOOD ', I GAL. 110 ALL SHRUB AREAS'SHALL RECEIVE A'3 LAY82 OF ------------------ ------------------- ----------- --------- --------------------------- --------------- -------------- -E —BARK-MLJLCH-Sf= -SPECIFICA-TIONS-AND-PL-ANTNG-DC-T-AIL-�SHEET-. HYD120S NOT RECEIVE BARK MULCk PU EEDEDA08A C, CISTUS X ROU12EA S-6 RJM DESIGN GROUP INC. AS.LABELED ON PLAN 1200T BARRIER 012, HID,,12OCK OSE, I GAL. 115 31591 CAMINO CAPISTRANO 'CUPHEA HYSSOPIFOLW 'RESENTS INNER OUTE12 VEN SURROUND ROd BARRIERS,BY VILLA. GAL. T-6" O.C. :*I REF T SAN JUAN CAPISTRANO,CA 92675 S�7 FALSE,.H15ATHER '389 LANDSCAPE-PRODUCTS, (714) 630-3180.',NSTAL-L AND CONST12UCT PE12 949-493-2600 FAX 949-493-2690 CURRENT-MANUFACTURE Q' SPECIFICATIONS. NC N_ PHORMIUMTENAVDUETI (TOTAL'Ilt 861200T BARRIE08), S I GAL 371 21-011:0.C. CONSULTANT: PIECE 18" X 70" SINGLE FOR 15 GAL, , -CE 180 X,108" -4 PIE SINWE F012 24* BOX 3LE PIECE I& X 156" FOR 36w BOX L 'NEWPORT DWA12F ESCAL ONIA F. SINC I GAL., S9 NCN' 55 VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLARITY ONLY, FESTUCA OV 0" 0 AREAS. INAGLAUCA' CONTRACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE LLLLL S-10 --------------- � ,L L BLUE E$CQE�,'- I GAL. 71.1 L CAtION 0 OFAGRONOMIC SOL TEST PE92 SPECIFICATIONS. GIZEWIA CAFRA, ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ------- ------- ----------------- --------------- ------------------------------------- ---------------- ---------------- ----------- --------------- ---------------- ------ ----------------- -I= ErEDER -E FEE REPRESENTS KAN.E. 3000 120 LNT,TRE TREE DER SYSTEM:BY WANE TONS. (WWW.WANE300O.COIVD HEME SYSTEM 4 (813) 961-1060. INSTALL PE32 CURRENT MANUFACTU125ZS ROCALL18-HYBRID I GAL. 21-01, O.C. -RGREEN DAYLILY 600 SPECIFICA EVE RED FLOW r< HEME120CALLIS HYBI21D 2" S-14 I GAL. SUB CONSULTANT: DAYLLY 760 012ANGE FLOWE LAVENDULA DENTATA O.C. I GAL. 147 S-7 RE y y y y LIRIOPE SPICATA 'SILVER DRAGON' 1,GAL.' 1,,00 Q 1C. , .................... Y,Y�y ILY TURF, 835 &19 L PELARGONIUM A PELTAT 2 1-6" O.C. IVY GERANIUM I GAL. , 139 PITTIOM TOB12A 'VA121EGATA: S-2Z I GAL 1 4-0" O.0 NCN 427 PHORMIUM T."MORTICIA' I GAL. 31-01! O.C. NCN 122 S '24 PHORMIUM T. VARIEGATA' kf) I GAL. 3'-0* O.C. NCN 47 RHAPHIOLEPIS INDICA 'BALLERINA' -6", 2' GAL. S-25 INDIA HAWTPOONE 134, C L010 12HAPIOLEPIS INDICA 'CLARA 31-01, O.C. uj S-26 INDIA, HAWTHORNE 87 RHAPROLEPS INDICA 'DANCE 3f-O 11 GAL. DIA HAWTHORNE-,, 233 S-27 IN' ' lie. CA XX XX XX XX XX XX XX XX XX o0o ROSA MEIDILAND 'CORAL MEIDLAND 01GAL. 3'-0" O.C. xx xx MEIDLAND Ro8E CL 20SA MEIDILAND *SEVILLAN4� 10 2GAL.' , 51, 0* .0 120SEEMA12Y 44, ROSMARINUS ,OFFICINALIS PCOLLINGWOOD INGRAM' _s4: ' *oSC_MApy_ 31""On OZ.,- I GAL 137 0 z u- SANTOUNA cHAMAECYPARISSUS, ;-loll, O.C. 163 rwm9 S-S5 [GAL. 3 LAVENDE12 COTTON, ........... -000000 TRACHELOSPERMUM-JASMINOIDE8 '0 STAR"JASMINE., GAL. 1788 �VIBU -,TINUS"DWARF' RNUM S138 LA0121STINUS" -I GAL. :18 GARDENIA J. 'I'?,LEIM',S HARDY' 29'-6" O.Co %*zj 79 UG S-39 NCN GAL. CAMELLIA-HIEMALI&'SHISHI-GASHI0A: -On S-40 4' I GAL. 12, NON EXONIENSIS '74, 4!-0," S-41 I.GAL E -N' PHO12MIUM T. MAORI QUEE OSE S-42 40, GAL. 0` NON C Loo 0 144) 3 0)* Exp_ BOT NICAL NA ' A Mu ==Sim COMMON NAME'- SIZE OTY 2EMA12KS uj Civil C!F PARTHENOCISSUS T121CUSPIDATA BOST I GAL. '68 ONr IVY Fm V,,�2 -WISTERIA'SINENSIS: CHINESE WIST`t��IA I-GAL. 26 0 10 2 40 77 ROSA VCL PILLAR AT ,THE BASE OF: , EACH, A M NCN 80 DT.......... uj C L010 M ...... ----------........ ------------ ------ _MIMAP FOR CITY USE ONLY REVISIONS __low sell DATE DESCRIPTION APPROVED INITIAL DATE ------ TITLE: STREET WATER/SEWER S.C.�. EASEMEN GRO/DRAIN SHRUB PLAN TRAFFIC FINAL CHECK R/W AS CONST. —2 CA Pj� INITIAL DATE 5 0: �\IV L/ DRAWN -37 CHECKED LIMIT vim NAME DATE UMBER SE LINE Rom" AD BA CITY OF RANCHO CUCAMONGA 0 F ------ PROJECT NAME CENTRALPARK ------ JOB NO.- 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY, CEH /0,9 CHECKED BY: LM 0 N APPROVED c:) DATE: I 2_47-03 DATE COMMUNIT�SERVICE DIRECTOR 44 SHEET: c:) N Q� t* APPROVED C:) SHEET OF a- 0, CN 22 ZAWING L540 DI 9200 F c:) NO. N RCE NO. __C7rTY ENGINEER CD C-4 FcENTI =L L I I . . - - - - I I I I I , I I I �� I I I " , , I ,I� I, 1'11� - I 11 I I , I - I -1 I " r I I 11. 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I I . - - x I Y GER! I 11F,"� I, -1."Ill 1_1 ,1 _ I I " I ," 11, -, '1- I-" `," ALL TREES ARE TO HAVE STANDARD-F012M AND MATCHED SIZ BR � � I I �� , . 1, I I " I I I - - , � I I '. , I I ' I - - - -1.1', 1-1 .1. �1,1� 1,--,_1_1.-.-._1 __ Q 11 � , , , - I --1-11- ,i, -1 ''I ,1, I 1,11-1-111--,", I", .,�_., I CHARACTERISTICS PER SPECIES. I I I � I � . -1 I I 1� " I� I I, PITTOSP012UM TOE3112A 'VA121EGATA' I I I �, I,- -1 - , � - � I 'I, " I _11� ".1 ____ ., -1--11-1-11-11. \ I _,' �_, 1-1111 - � 11 I I - I GAL. 4'-O" O.C. ,,, I ,�, (:�) S-22 . / " � . - . - � � �I-- -I.- I� _ _ li-l-,-, -1- "NCE AND E31D COMPARISON PU12POSE ; I � NCN' 427 �, I-, _.'' THr= QUANTITIES SHOWN ARE FORREFERE: I I I I ; 10 I .1 I I I I i I . " I I I � � I I � I . i 1� I 4 I l I I � -,.,,' A I" ''I I 01 REA � 11 I I I I I I - I I I " ONLY. CONTRACTOO'IS RESPONSIBLE FCQ CONDUCTING HIS OWN A � 1,� I �11__ " I - I -, I � . I SUB CONSULTANT: , , � - / -1 I I� ,, 11 1- 1, f I I TAKE-OFFS AND'UNITS COUNTS. f ,3, PHORMIUM T. "MORTICIA' " "I r, .1-11" -_1 f I - I I 1 I --, S-2 I GAL. 31-01, 0 C. I ", 1-31- 1 -, - I 1 122 1 1 11 I � 1. - �, .1 �\ I -I,-- %I- EVE A _ I + I I NCN I - - - I " -1 I I � I � ,� �------- I -11 . I ( ALL SHRUB,AREAS SPALI�,RECE T LAYER. OF " I I I ,1- __ ___ _11- `, I- / I - - 1 I I I I - : 1111-- I - 11 - I I I 1, I I ,� ...... ,_ -.."I-I-1 I Q SHEET. � I I ,� _ 11 '_�_, I I I BA12K MULCH SEE SPECIFICA71ONS AND PLANTING DETAJL I - 1 I 11 � I - I ; �,�,� _'___.____.1_1 - I -- '11�__'_ �� I y \ HYDROSEEDED AREA, SHALL NOT RECEIVE BAW I MUL061. ; - PHORMIUM T. �VARIEGATA' I I - I I I I I ,I __-, - - I I I � � _1\ / S�-24 - I I I GAL. 3"' 0" O.C. 'Z� '. __________1_-11_-11 I �_� ,�......___11.11-11-1-1-1- %� - 111, -I,.---- I I � I I z �, , . I , - 47 1 . I I �� - 1� � I I I �1 '. - - ,1, ," I - " ,_1 -, *,,I% ' , _;71�_ , - NCN ____7-___ - I I J �_ ", ,� _11-1,_,---1-- I �I I 1� 'I.--- --.11'____, 1�,' � ( BARRIE1Z AS,LABELED-ON PLANt ,I I I 11, I I � , l� - I I I I I - I I I I I I � - I - - -I I 7. 1'__� .,� �� I I" ,4i, " I\. � ,�) 1200T I 11 ''I I I I I � I I I - I ' mmammummmmaw I - ,� - , I � " " 11 I I � I I � I 11 I I _-____;,-_-- r__1 1��, 'It� -I,-,--,--- ,'111� 11 I - 1 - I I I 'll 1, 11 - ' 'I � I I 11 I I I /**'� , ,RHAPHIOLEPIS INDICA 'BALLERINA' �'-6" O.C. I � I I 11, I I I `11�, -1- ____ __ ___-___111__- ENT SUR12OUND 1200T BARRIERS BY-VILLA I S-25 I GAL. I I_,�. � ,". ____" , _,1 I-___-,�,._z ._, __ -,--,- . I 111--l-l'. *1 REPIZESENTS,INNER OUTER VE I : INDIA HAWTHORNE 134 - " , - " I I 1, " _-1 ___ - -1- ",-"I _'� .,�_ , �_, ( ","I 11 " -3180. INSTALL AND CONSTRUCT REe � V ) I � � . I 11 - -_- I I . I � I- 1- - "1-1�1.1,--1- __.-, � -1- "", � LANDSCAPE PRODUCTS, INC. 0 (714) 630 11__� -, ,, k, "', - I I I""', -------- � � - - I . , I I �_ , -11-1-1, 1-1_.__,__ "1--11 I I- 11 - _,__1,-__I_- _ ____ -, CURRENT mANUFAcTuPEzs spEaFgcA,noNs. I 11__�. I I - I I I � _ z x 1 31-o" 01C. 11,�, I, --l."', -____'__ - -, __:_ f x - 12HAPIOLEPIS INDICA "CLA;2A' I - I �, ___ , , _ \ "Ill - 861200T BARRIERS) ; I ,_-_---.111---1-1111 1� , �\ - - IT TAL I _-, I GAL. �%' /_...___11 -11, .,00*,-,��,�, -_----_1 - I , I I 101 - I 'll I ' 'I � I �� S-26 INDIA HAWTHORNE 1 87 1, � I_ I I , . 1. I - � , / '_ .0-110 1�al,11 :" & -,,, f( � - PIECE 18a X 70" FOR 15,GAL- - i _____- 11�", ,__ �.1--l" , _-_,- 1:1 I I \ SINGLE I I I - I I -1 I I - � I I I � - 11 I_��`_,:_i��""-"r��,��,`,I , I-- A I F012,24" BOX I I I I I I I � SNGLE PIECE 18" X 108" , I .1 �-1 1. _�,,�Y�`-_"' - _,_� I � SINGLE PIECE 18" X 1560 FOR 36' BOX I � I ' QHAPHIOLEPIS,INDICA 'DANCE12' 10 - '_00 O.C. _111 .,I -� ,,`--;:-",,___ , - ,-,, yl I ; - I 1 31 ___ ", ."'? :�_�',� �, , ''I'', S27 - AL ,-. __ � - `- - -_-� . _,-, I I _11i,--, _,"', -1-11 1. _._� ,` � I I I __,_ ___ �, - - _:�,�11' _-,�-t,.l,---'-,-,,.,� - ,,, � � I � I I I I I I I -...� � � �_,__r�1, ,.-,,��,,, it � . 0 1 INDIA HAWTHORNEE I I 1 233 -, �, � �� " � " ," - �.. -, I - I I I � I I I I I I I ! I _,�_,�_ ,,,_ ,, 11��2-_. :.�`,�:,--_',� � _."_ , 1\ I 11 I ----,-- , I I I _ - �_,,,�,,�2z �'.,' � _-1-1111'' � -, I ;:� " ".. , , , I I I I "I _�, - �� - I , ______ , , � I I �. �e ','.Ii-,:�,_��,140,!,!t�! I- I, � I / I � ml !�tl !p!l I- -_ I I I I I - I I � _11� z _ �, , ". 1, ','� , "I VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR .CLAPITY ONLY. I I � I � , - ," _`,`,,�`_ �, I - ,��",: , - �; ". I I ,11 " , - , _',�, �,��`:;,,,- ,,�_, , - y f , - I - 11 "" 11 ,I ti�! 1* ,��-', _.-, I , _ I � , -;_��, �,,- � 0 ,,, - �. .,:;, � , "-��', X XX XX XX XX '. , ,,� __,,�_.,, x 120SA MEIDILAND 'CORAL MEIDILANDI - _1_11--___ �� ." _N'..'l, " , ." "�:,_, -,-,----,-,.,, ', \ i - " CONT12ACT012 SHALL INSTALL ALL VNES WITHIN PLANTABLE AReASi I . I " ,w -i --, -11 , "' - � y � I - I 2GAL. 3'-O'm O.C. �' 'i'', ," ''. 'i �` --1-11--___ �� 1. , __ - \ I I- I I � I I I I I I I z XX XX XX XX XX S-31, I I I I I I I � , �, - - I I I I I � _ , - ,� ", �, , . � ,,"'",��'..-,, 5, �,_ -, ... _ �� I I I - I I I I I - I 1 510 1 . 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I 1, 11 - I -�:,,-- , �t-",-,,-,,,,�__'_11-,� �?,- , -1060.',NSTALL PER,CLIRRENT MANUFA I I I - - � I I , �, -1-1,,_ --I- -� :�:::::., -(813) 961 - I I 011 O.C. 1----,,�, , -_� - e--,_ ---,-__�'� :, ---��! < I , -, .� ,F --� -I -,� - - -- - \ i I , --,-. �, __ , - _,," : , SYSTEM,o I �ih ', i� - I I � I � I I � I . � IS-34 � I ' ' I 1 3 1 - - 11 -- ,-+'�'--' ---, , .1 `h, � ', I I I I t I I i2oSEMARY, I , 137, " ,,, ,�,-__;T�,-_-,;_. �, ,;�,:� 1�;_",,.��`J-i. � I SPEC19CATIONS. � I I . - " ", I MWW,WANE300O.COM) I GAL , I "" . ,-: , _,":"-��` I I I : ( ) . I w �, � ,," wN - �:,-,�:,��'� � i,�,� __ 111 � I I I I I I '�_,__%_ I—, �� `, , I � I I I I I I - - I - 1 . � 1 . 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LL'L 10 1 GAL. 711 CONT12ACTOR SHALL INSTALL ALL VINES WITHIN,PLANTABLEAREAS. 11 I 'LL S BLU F:E�CUE�, -------------------------------------------------- --------------------------- --------------- -------------------------------------------------------------------------- .......... ----L-OCA70N-OF-AG;20NOM,'C--SOIL---TEST--,PE12-SP8C-U=I-CA-TIONS�--- —GREW1AC-Af=RA----- -NDEQ STARFLOWER I GAL. 66 LAVE RJM DESIGN GROUP INC. TREE FEEDER SYSTEM (82 TOTAL), HEME ROcALus HYE3121D 12EP12ESENTS W.AXE. 3000 12" UNI I I REE FEEDE12 SYSTEM BY WANE TREE 2'-0" O.C. 31591 CAMINO CAPISTRANO I GAL. S-12 Ev REWS 52G SYSTEM: (80,96HO60. INSTALL PERCURRENT MANUFACTU 600 SAN JUAN CAPISTRANO,CA 92675 EENDAYLILY PED.FLOWEQ 949-493-2600 FAX 949-493-2690 SPEQFICATIONS. (WWW.WANE7=30OO.CQM)- HEMEROCALLIS HYBRID WWW.RJMDESIGNGROUP.COM -00,O.Q- 1 GAL. EVERGOEENDAYLILY 760 ORANGE,FLOWER: J1, CONSULTANT: SOUTHEQN PAC19(..," 1.21AILPOAD LAVENbULA DENTATA I GAL. 147 .......... -------- 3'-' O" O.C. S-17 FRENCH LAVENDE > DOAGON' .......... ---------- LIRIOPE SPICATA ' ILVEk y y y ---------- ........... ...... S19 ...... ...... I GAL. LILY TU ......... 835 .......... 'PELARGONIUM PELTATA .......... S-20 ------------------------------------------------------------------------------------------------- ----------------- ---------------------------------- ----------------- --------------------------------------------- ............... -------------------------------------------------------------------------------------------------- ---------------- ------ ------------------- ------- ------------ ------------- ------- .......... ...... PITTOSPORUM TOBIRA 'VAPIEGATA' -O" O.C. I GAL, 4' S-22 427 PHORMIUM T. "MORTICIA' S-23 1 GAL. 31-00 O.C. NCN 122 SUB CONSULTANT: ' PH02 -GATA' ....... MIUM T VARIE 8-24 1 GAL. 3'-0" O.C. 47 NCN ------ 12HAPHIOLEPIS INDICABALLERINA' -6" 2' O.C. -25 1 GAL. � S 134 INDIA HAWTH012NE -0' O.C. RHAPIOLEPIS, INDICA 'CLARA' 3' I GAL. -26 IND IA HAWTHORNE ------- 0HAPHIOLEPIS INDICA 'DANCEIZ -01, O.C. S-27 1 GAL. 3! 233 INDIA HAWTHORNE X XX XX x )Z< >AL MEIDILAND' x x 120SA MEIDILAND 'COk aGAL.>xl )z( >�� x ...... ME D 120SE z XX S IDILAN 510 ROSA MEIDILAND 'SEVILLANA:, 9LGAL. 44 IZOSEMA12Y 100 CL NALIS 'COLLINGWOOD INGOAM" 0/ 11;�� ROSMAZNUS OFFICI —0 10. S-34 I GAL., ROSEMARY 01� UQ SANTOLINA CHAMAECYPA12ISSUS O.C. C LOOO I GAL. CL S ual LAVENDER COTTON 16 JASMINOIDES TRACHELOSPERMUM -60 O.C. -37 S STAR�JASMIN I GAL., 1788 aLu VIBU2NUM TINUS"DWARF 31 00 O.C. .......... U12 LA I GAL. S ry ISINUS, 18 UO A RDENIA. J. 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CAPF INITIAL DATE L/ DRAWN CHECKED I cture DATE NAME 00 5 an a LICENSE NUMBER FILE octs CITY OF RANCHO CUCAMONGA OF cL PROJECT NAME PARK CENTRAL 0 290-7 SENIOR CENTER AND COMMUNITY CENTER a11200 BASE LINE ROAD JOB NO.: DRAWN BY: CEH (n SHEET TIT if co LM CHECKED BY: APPROVED FM MA LIN Ev" ffl""r"T L5.7 12-17 4,53 �03 DATE: . 2 u MUNITY�SERVICE 151RECTOR 0 DATE COM CD SHEET. APPROVED 0 OF SHEET CN 1_� DRAWING F NO.DATE RCE NO. CITY ENGINEER 11 r 3UTI EEM LyLy11yy1j1yy_j_1 \% S""I 'LE19130, CENTRAL BOTANIC AL NAME COMMON,NAME' 81ZE QTY_ REMARKS- ANN MATCHLINE SEE SHEET L51.7- ALOE STRIATA HYE3121D Sol S-2 C I OF I 2AL ALOE 10-AL. 80 eggs$$$ So IP of's 6,fee, 'ALYOONE, HUEGELII e% mmmm OLUE'HIBISCUS- I AL. 6, imm __N� 4�-O O.C. 0 mawa NNW ---------- BUXUS MICROPHYLLA JAPONICA /atoll --------1___�t__ to BOXWOOD I GAL. 110 to so's $$,stabs, CiSTUS.X PURIPUREA 31-01104C... 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I I � � I -, " I I ING AGENCIES. ----------- __ -,- , ___ - I -_7 .1-I'll 1_-7 __ I I " I' ll -1 . 11 ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERN , - - - __ - ______ � I.......N� I - I� ,- -_ - ____ .&— I � , � I I I I � 11 1-_-__,_---1--, , I - - I - I I 11 11 i --I - I- `7--.I4_____ ____ ___ __ - - - - - - - - '�_, -_ - -_ - - _ - _ - - - _ I I I �., 0 � ' I � � . I I � I I i I . ; � - � - i 7' - I )'6 ____ I I-1 . *_- - � HEME120CALLIS HYBI21D I I I � I - 2,-O" O.C. . - 11 I I - I I, , I I I I � , I � � - 1:1 11 � I I I GAL. I - FOR,PLANTING,INSTALLATION NOTES-& DETAIL,SEE SHEET L7.1 E_ L17.2. I � XX -31 �1� ._1 I 1 S-14 :EVERGREEN DAYLILY, , I I ll , - 1 1 760 ORANGE FLOWER. ., ; - 4 1 1 0 , 11 -11 I 11 I I 11 I 11 I I I � 1 XX � -1 7-1__�� 11 11 11 I I I I -, I . I- I - I I I I 1 : 1 I - 11 i 1� 11 , ______1 - - �, I 11 I- - '_ I I - I I l� � -----JEF— -----a P. I ,I I 11 , , , I i , XX XX XX :11, �,j 1/1 / N I 11 I , 11 . I I 11�I . - . '' I I I . 1 I I I � I I ,� ALL TREES Al2E TO HAVE STANDA12D FORM'AND MATCHED SIZE/BRANCHING ; I I � I - I I I . !_ " * I I LAVENDULA DENTATA - I I I I - , _____1 XX iowlz 1 I` I; ( A I - I ' I GAL. 147 3,-Ow 0-co 1-11-_--111__ 0 CHAl2ACTE321STICS PE32 SPECIES. - I - I I I � I I I I I -' .1--1 1- I I � I I 11, I I I � A . , z z XX � 7 I I S-17 F12ENCH LAVENDER I I I '' � - I I I I I � _11-1, I I I I - I I I I I I I I - I I I I I I I/ 1, I I � � .,..,.-,1 11 - I I — � __1 ____- . ______ I � I 11 -1 I I I ''I I 11 I � I 11 I I I --, , X )�5 XX I 11 , 11'. I I ------- I - � I I , "I I - I I I Ix I V-1 � i � \1� � , "I 1. ly ! '. , 11 I 1 1 —1 I I . !� I I I -111 , I I I � I 11 I I I - I ,I I 10 - FOR REFERENCE AND E31D COMPARISON PURPOSE vum I I , ; .� I � � 11 I I I I ." , THE OUX,JITES SHOWN ARE I . I I I - XX >'� )� , 1� ; 1k A A A I I � I I I I I I I I 41 I LIRIOPE SPICATA 'SILVER DRAGON' , I - I 11 ONLY. CONTRACTOR-IS RESPONSIBLE FOROONDUCTING HIS OWN AREA , I _"� �, " y y y y - I I GAL. 11-01, O.C. " �112 x2l I - 1_,11 i! 12 )11 1A ,11 1k 1� S-19- 1 1 1 1 1 1 1 835 1 - I ','�, 1`7 z I - - I I - 11 - -1 I � I 11 I I ry � L 11� : - - - — 1-1 1_1� . .� y y - LILY TURF I 11 - I � I I 11.1 "I I TAKE-OFFS AND UNITS,COLJNTS. 11 I amommemm _____ � - - I'-- — V-1 I I 1�r J.-l- I I I 11 I _ "_ � I I I 11 11 I � I I _" I . I I .fi� I - - I I - " I ___1.-11_-_ I � I 11 " I 11� ____ - ' I I I . I , _ �, ALL SHRUB AREAS SHALL RECEIVE A 3" LAYE12 OF I I � I I � I-, 11. `_ .1---11-1__1-_____---- --r"__1 I I I I 1 -6" O.C. �. � I I I . ; � ,_ I TA I I � I ". PELARGONIUM PELTA If Q I I "� I ( ;1 � \ I - 11 11 - 1 I 6-r— -N./�_ ,-,— — - SPECIFICATIONS AND PLANTING DETAIL. SHEET. 1 � S-20 , /,-, BARK MULCH SEE I � I'll — I < � � 1, -1-1- I � I 11 GAL. - 139 1 71 1 1 1 1 1 1 1 r,� / I I -IVY GERANIUM. , I HYDROSEEDEDAREA ' LL NOT RECEIVE-9 6,RK,M' LJLCH. z � 2 . I I . I � '' SHA I I I I �' \-./ L ; ... 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I ODUC S` SPECIRCATIONS' I I I I I Z. � I I - I I I I I I - I -__ ________ S-27 I I I 1 122 1 I - I I - I I I I - I I I I I -1 ; . - — I I - I I � 11 I 11 1 -6-1- I I I 1 4 :�/� (TOTAL IB 861,200T BARRIERS) , I 11 I I I �'I , '�N� - -- ICU I T I � I I S� 0:014) 630 4q, .< Lu XX XX S-23 , NCN - � i WN AUUFAM� 1; N? XX XX _� + � - - - I I 1�I ; I I .*— — I -1 I I - I I I I I I- I - I -_ I I I I I I � z j -- - I I I I I I I I - I � I I - I I I I . It z z � 1001""� I � - I 1�z I 6% in � : I I I I � ECE 18" x 7011, 1 1 r , I I I S F01215 .0% . ; '. I - I I S1NGLI5.PI ,GAL� � � I I � z I 1'� � ;(�� I PHO12MIUM T. 'VAPIEGATA' � I I I - I - 9 I 1, I � I � I i I -I I I I � I I INGLE PIECE 18! X 108" FOR 24! BOX I %tm) I . ____ - L � I - .1 I I � , I 11 I -, 7 3'-O" O.C. I I - I I �il )�, I ( 2:3 � :, 1 �2 S24 I I'GAL. 47 Cle (D I L� I NCN, I I I I � I I _� I , il """' -,-",- , I I I � I I �� SINGLE PIECE 18! 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Z I I I 1 4 1 � ""I'l-,", 1-___� I -PIS INDICA 'BALLERINA' , Fm*m Z � _t 111� I � 1 -1 I PHAPHIOLE 1:34 r16 I � 1� 1 / XX XX >� I '� _� I_ I__ _____ I "=-I - INDIA HAWTHORNE 1, I I � I I I CONTRACTOR SHALL INISTALL ALL VINES WITHIN PLANTABLE AREAS, :z F,,- . 1< 5z� , L 11 ( 11 I I 11 I I � 1 - 1 I ; I - � I I - I I - - I 1 � 1 I I I I ___mL __ -, K Z � — ( 2 ,- )i I I V__") � .6— 1 I I I I ,�, ) I I I I I I I I I = I k I � I I I I . I I , � I - , 1___11 I .#We% __ '1�1' -- x< XX � ,I d__ �, I " - 1/1 N � I RHAPIOLEP18 INDICA 'CLAPA' � 31' Ou O.C. I , ( -QONOMIC SOIL TEST PER,SPECIFICATIONS. I I I I 0 S _____ m I� � �k�-2 — I',- _� __ - I I I I I GAL. I I ' ' I ''I � I�, j,"I -,— — — I I I (,,§ I - � I I �, 1 : I I I 11 I I 11 11 Z I . 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INSTALL AND'CONSTRUCT PER ; � I LAVENDULA DENTATA ' I I _ , I : LANDSCAPE PR,. , I I � : I - I I , -,,, , : I : I A 147 31-01, O.C. _. 4 1, � I , 1 GAL. - ""' .. X. 0 __ �, lrl8ft� '41, � CURRENT M , ACTLQER'S:,SPECFICATIONS. ; �' I S-17 - M'. ',- I I ------ I '! I -1 � 11 ,,, I I I I F12ENCH LAVENDER I - I -, i: ", I 11�1 I(TOTAL - 86 ROOT BARRIERS) ' I �.�! "I � I � -1 - � I I I 1-1- � I___ I : " � : , .� I I I 1� �- I I I , I - :_ - "', -12 1 11 I I � I 1 I I I � I I , � - _ I I : � 11 11 ), ), ' I i I 11 _. I I .. � 1� , I I ,� - ,�, "'X 7011 I I I I ER 7 ," � ".�, I SINGLE,PIECE 18 F012 5 GAL. .0""""""'o"Ok y y y , LIRIOPe SPICATA, 'SILVE5 DRAGON I - 1� � I I "' - U. �,�h y I GAL. 11-01, O.C. I �� I I ,�, �, ,� I - I � - 1k I � � 1-11 -, I ----I 1k 1k ), 1k S-19 ,I I i - � I ', SINGLE PIECE 18� X-108" F012 24"'BOX 835 �- 1� I 5. 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ALL PLANTING SHALL BE IN ACCO12DANCE WITH LOCAL GOVERNING AGENCIE TING INSTALLATION NOTES E DETAIL SEE SHEET L7.1 8 L7.2. Foe PLAN ALL TR15ES ARE TO HAVE S16ANDA12D F012M AND MATCHED SIZE/BRANCHNG 3 -T11C ------------ ------ -------- HARA EP.IS -S-PER-SPE THE QUANTITIES SHOWN ARE FOR REFE5RENCE AND BID COMPA121SON PU12POSE ONLY. CONTRACT012 IS RESPONSIBLE FOR CONDUCTING HIS OWN Al2EA TAKE-OFFS AND UNITS COUNTS. ALL SHPUB AREAS SHALL RECEIVE A 3" LAYER,Or- SUB CONSULTANT: BARK MLJLCH SEE SPECIFICA'117IONS AND PLANTNG DETAIL SHEET. HYD120SEEDED Al2EA SHALL NOT RECEIVE BA12K MULCH. or� 704 P��:` L ,� - t) NONE N PLANTABLE Al2EAS F012 CLA12ITY ONLY, VINES Al2E SHOWN OUTSIDE OF CONTRACT012 S14ALL INSTALL ALL. VINES-WITHIN PLANTABLE AREAS. LOCATION OF AG120NOMIC SOIL TEST PEP SPECIF11CATIONS. mulch jjary I to 5 Typ. TRE FE�EDEQ SYSTEM (82 TOTAL) 9 1E -IZS -M (813) 961-060. INSTALL cupREN r MANUFACTLIRE *9 SYSTE so SIDECAFICATIONS. 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THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE INITIAL DATE N Ll DRAWN 1325 CHECKED 5 Z_ ................ LICENSE NUMBER FILE R A 1326,34 JaTe 0 0 ---------Ism— 0 0 CITY OF RANCHO CUC MONGA CN\- KA I,I , PROJECT NAME CENTRALPARK 1325 -4 in JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 7 SHEET TITLE DRAWN BY: CEH BASE LINE ROAD a CHECKED BY: LM c"I", APPROVED 0 10 20 40 DATE: DATt C MMU�ITY SERVICE DIRECTOR SHEET: APPROVED SHEET OF DfZAWING't2j0&OF L6,5 NO* DATE RCE NO. CITY ENGINEER Eop:l LEI 17 ChNIRAL 13 L N a 33 5 F A R K RANCHO CUCAMONGA F LIMIT OF WORK Of-- ........... f 100" ....... RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO ...... SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM .40000 CON ULTA T: 00, ...... Z SUB CONSULTANT: v Y_ kn LIMIT OF WORK F Z Lu TLRF LEGEND ........... ........... -ED BY SOUTHLAND SOD FA12MS MARATHON Ile HYDROSE ..... PER,-SPECIFICATIONS. Lu C42CHARD/SLOPE APEA, -2 BY AGRONO-TEC SEED CO. 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C7'CFTY ENGINEER TPEE LEGEND - BASE BID hNT BOTANICAL NAME ZE OTY. 12EMA12KS OMMON, NAME C CED12US DEODARA 15 GAL. 20 6-7 X 3-4' 12 CEDA IDEODA CD k- 0� MATCHLINE SEE SHEET L6410 bl, M 7-8 2-3' STD CINNAMO UM CAMPH 15 GAL. 41 lmw willofj ME CAMPHO12 T12EE 8n BOX 2 IF 12' X,7-9MULTI Cl CINNAMOMUM CAMPHO12A EE 4 ICAMPHOR T12 FORTUNELLA NAGAMI 15 GAL. 31 4-5v X 2-3' STD -----------IV AT HYMENOSP012UM FLAVUM 240 BOX 2 9-10' X 3-4' STD RANCHO CUCAMONGA . . . . . . . . . . . . . . . A R K HF S WEETSHADE son= -8 MULTI-11' X 6 IACARANDA MIMOSIFOLIA S6 BOX 2 9 JA INCN. . . ... . . . . ... A 9-10' X 3-4STD ILAGE12STROEMIA X FAU121EI HY6121D 9 24" SOIX FT A USCAQoRA' C12APE MY12TLE L�l L T12EE ImF_ -LALEUCA ME 8-10' X 3-4' MULTI IV L 24" BOX 20 CAJEPUT-1 L-1 8-10' X 6-7 MULTI >OPE 5 IL L OLEA EUk A,�SWAN HILL' 36 BOX AN HILL OLIVE RJM DESIGN GR OE OUP INC. Sw IIAMOND CUT 31591 CAMINO CAPISTRANO PHOENIX DACTYLIFERA 'MEDJOOL' T. L r :)OTS DATE PALM 949-493-2600 FAX 949-493-2690 18, B� 40 NO'MORE THAN 12" SAN JUAN CAPISTRANO,CA 92675 OF AE121AL 12 IWWW.RJMDESIGNGROUP-COM PISTACIA CHINENSIS 7-8' X 2-3' STD S I15 GAL, 120 Pi CONSULTANT: PISTACHE . . . . . . CHINESE MATCHING PITT05PO12UM UNDUL 7-8' X 2-3 STID 15 GAL. 166 PU MATCHING PITTOSPORUM Pi L I PLATANUS RACEMOSA 26 7-9 X 2-3' STD PR 15 GAL. C' IA SYCAMORE 0 ALIFORN rTl PS PRUNUS SERRULATA 'KWANZAN' 24 -10' X 3-4' STD 24 24 BOX 8 L11 I,, L L OWERING CHER12Y L-1 I,, i." JAPANESE FL. . . . .. .....I6mmai 51�%l QA OUERICUS AGRIF�OLIA BOX -16' X 7-8 STD Pi COAST LIVE OAK 14 48" U . . . . . . OEM= SCHINUS MOLLE 15 GAL. 17 7-8 X 2-3 STD SUB CONSULTANT: . . . . . . Sm N P CALIFOR IA PE PER TABEBUIA CH12YSOT121CHA 24' BOX 2 9-10' X 3-4' STD TI GOLDEN TRUMPET TREE I _EN' ULMUS PARVIFLORATRUE GRE -6' 24" BOX 6 12-14' X 5 T12UEG12EEN ELM 24 IULMUS PAR GREEN' VIFLORA 'TRUE 15 GAL. 21 7-8' X 2-3v UP r7'ITRUEGREEN ELM 126 NED ISTA 1161 B, WASHINGTONIA 9208L SKIN -XICAN FAN-PALM . . . . . . I —.7 ME .... . . . . . . . . . K9 ffL L L---------- t� L L, L I—, v C Z III . . . . . . TURF LEGEND I. . . . . . . . . . Uj CL MARATHON Ile HYDROSEED BY SOUTHLAND S OD FA12MS .... ... .... PER SPECIFICATIONS.I*9. . . . . . . . . . ..... *9 ORCHAPD/SLOPE AREA _C SEED CO. PER SPECIFICATIOI\18�SAVER-2 BY, AGRONO-TE SLOPE W C 3" THICK BA12K MULCH ONLY-PLANTING TO BE UNDER BID ALTE12NATIVE A4.9 Hy Job D120SMD LEGEND Uj CHANNEL AREA-NON RMATED MD( I0 "E L.0 DRAINA SPECIES CHANNEL LBS/ACRE 001111ma. WEST OF 120MLJS CAR NATUS Typ_B Mulch ark r o RAL ESCHSCHOLZIA CALIF012NICA PARK DR.CENT 3 Uj 1 (N LOTUS U12SHIANUS 4. 0 EAST OF RAL LOTUS SCOPA121US/*,g CENT FOR COURTYARD AREAP PARK DR. sCOL02-NTE 6 LUPINUS SUCCULE: =S 4 LUPINUS 81 EFER TO, SHEET L6.13 E12 0 NUM FASCICULATUM 10...... 1 G612 Fpf 6 NAS LA PULCHRA SEL sBE12 2000 CONWEED 100% WOOD F ECOLOGY CONT12OLS M-OINDF-12 100 9'�O 18-18-18 FE 300: RTILIZER f *9 LL 7S F IP1 W I0 9 II-TT<U I_�A f7'- �ROAD f *9 Uj stI sfu 9 fOwl'0.I9 C D QEFER70 SHEET,L614 D12 COURTYARC) AREA ptj"\ jx L) 10 20 40 9 KEYMAP (NTS) I 'K FOR CITY USE ONLY RE-VISIONS 9 IATE TION APPROVED INITIAL D DESCRIP TITLE: STREET DATE 0 WATER/SEWER GRO/DRAIN p L:�f7� 9 TREE & FFIC TRA FINAL CHE K R/W PL N E!RN ........... ' R _NOTES AL GOV. P IES.SHALL BE IN ACCO12 ANCEWrrw LOC ALL PLANTNG Q) IAS CONST.ANTING,NSTALLATION NOTE$ Z DETAIL 8 EE SHEET 03,6 L7.2. IF012 PL IFOR PRIVATE USE DATE Al2D F012M AND MATCHED SIZE/BRANCHING D THESE PLANS WERE PREPARED BY: REVISI ALL T12EES Al2 HAVE STAN 0 CAj ...........12 SPECIES.HARAC ISTICS PE 0 El 0 WN�AOEF RREFER NCE.-AND THE GUANTITIES�Sk E31D COMPAMSON,PURPOSE DRAWN ONLY. :00 NTRACTOR IS:,RESPONSIBLE�FOR:CONDUCTING H' 'OWN AREA,IS ................TAKE-OFFS ........... AND LNITS COUNTS. IDATE re tu ...................... NAME ................�0 ALL SH12UB AREAS SHALL,RECEIVE A S- LAYER OF ........... .... .............................................. LICENSE NUMBER FILE BARK MULCH SEE SPECIFICATIONS,AND PLANtlNG'DETAIL SHEET.ZtA SHALL NO RttEIVE .......... . . U C N N A M' HYD120SEEDED Ai T 'BARK MULCH.- OF RAN 'O C L� L I T� INONE .... ......ICENTRALPARK RE SHOWN OUTSIDE OFPLANTABLE .. ...AQEAS,FOR CLARITY Ly. ............ ......Vi A ........ PROJECT NAME 290-70 0' AREAS. JOB NO.- ALL VNE$ WITHN'PLANTABLE SENIOR CENTER AND,COMMUN CONTIZACT012 SHALL INSTALL ....... 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COMMUNITIY SERVICE DIRECTOR mommummamm I -,./ - ,��t 450% SHEET: �,'_11_1 APPROVED - * �' � , "', I I SHEET .3,rOF "--`___ 4 1_'�. % 1-1� I -, I � 00 . DRAWING L2-OF— L6,8 C.7_111 0% � I 1 4% 1 11 _, I NO. , 6% 1 1 � WeL J21d oZ_,,___11.1A�_ '-, DATE- - I RCE NO. �--' CITY ENGINEER �_,__ "Wft i_,-, I � I I I I ;", --11 I - I I I I I I " .ior-*1 I ""', I I . . . . . ""'. "I"', I" "k"'-�'_"`1__1�`;` �_ I�- . . . . ,__�_ - �1`11I .I......... .--/I.. . . . I I - , "'-I- "-, e<�, __ - I ._,�- I-- I I I __ , _�_ I . a. I ."-�_._I ", I I I I I I I I'% I I , I I I I twt I -1/ I I I I I I - I I l I III I "I" I -ill'?'."";__."-I.__.-;,§1, I-` X4 I I . . . . I I I I I` - - , I I svi_. , I I %, I I I '��"I I I I I I I I I I I I ........_/ -I I I I"._`1 I I J �. I I I I , x _1�0" �orb 'IL I I I I I I "" I I I I I I I I I I I I m I I'i. 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ESCHSCHOLZIA CALIFORNICA 4 LOTUS PURSHIANUS EAST OF CENTRAL LOTUS SCOPARIUS PARK DR. 4 LUPINUS BICOLOR 4& moo* 6 LUPINUS SUCCULENTES 10 ERIOGO12NUM FASCICULATUM NASSELLA PULCHRA 6 I ill 0 CONWED 100% WOOD FIBER 2000 100 ECOLOGY CONTROLS M-BINDER 3do 18-18-18 FERTILIZER uj LL F--m '00' Ad. u=j kaj............................ .0000e j-- civo uj —doo .1007 _A I-01001, oo, FOR CITY USE ONLY A, REVISIONS el DESCRIPTION APPROVED INITIAL DATE DATE TITLE: STREET WATER/SEWER GRO/DRAIN Z TRAFFIC TREE & is n n e. e FINAL CHECK GROUNDCOVER R/W AL 0 PLAN AS CONST. FOR PRIVATE USE THESE PLANS WERE PREPARED BY: REVISIONS DATE INITIAL DATE J DRAWN 7 CHECKED NAME DATE a 24/200 Lit-tMit NUMMK NM 2 CITY OF RANCHO CUCAMONGA mv owl CENTRALPARK PROJECT tLAME JOB NO.: -70 290 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD MATCHLINE SEE SHEET L6.3 DRAWN BY. CEH SHEET TITLE CHECKED BY: LM APPROVED S DATE: 03? (0 D COMMUNITY SERVICE DIRECTOR 0 10 20 40 SHEET: APPROVED SHEET OF. p DRAWING Me- L6,9 OF NO DkE RCE NO. CITY ENGINEER T TREE LEGEND - BASE BID NOTES r-,N'RAL BOTANICAL NAME ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. 11 COMMONNAME SIZE OTY. 12EMA12KS (D CED12US DEODARA FOR PLANTING INSTALLATION NOTES & DETAIL SEE SHEET L7.1 E L7.2. CD 15 GAL. 20 6-7 X 3-4! MODA12 CEDAR -/612ANCHING ALL T12EES Al2E TO HAVE STANDA12D F012M AND MATCHED SIZE z N CHARACTERISTICS PE12 SPECIES. CINNAMOMUM CAMPHO12A —8' X 2—V STD 15 GAL 41 7 A ci CAMPHO12 TREE THE QUANTITIES SHOWN Al2E FOR REFERENCE AND BID COMPA121SON PURPOSE I L EPA ONLY. CONT12ACT012 IS RESPONSIBLE'FOR CONDUCTING HIS OWN Al2EA CINNIAMOMUM CAMPHORA J cc 48" BOX 2 11-17 X 7-9" N&LTI IN TAKE-OFFS AND UNITS COUNTS. A CAMPHO12 TREE ALL SHRUB AREAS SHALL RECEIVE A 3' LAYER OF -T. BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEE FORTUNE" NAGAMI 15 GAL 31 4-5` X 2-3! STD HYD120SEEDED AREA SHALL NOT RECEIVE BARK MULCH. NAGAMI KUMQUAT P A R NONE HYMENOSPORUM FLAVUM 240 BOX 2 9-10" X 3-4! STID RANC140 CUCAMONGA VINES ARE SHOWN OUTSIDE OF PLANTABLE Al2EAS FOR CLARITY ONLY. SWEETSHADE ...... CONTRACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS. JA JACA12ANDA MIMOSIFOLIA 36" BOX 2 9—W X 6-9 M-LTI LOCATION OF AGRONOMIC SOIL TEST PER SPECIFICATIONS. NCNI LAGE12STROEMA X FAU12EI HYB12D TREE FEEDER SYSTEM (82 TOTAL) 24" BOX 9 9-10" X 3-4! STD �2) A -SENTS W.A.N.E. 300012' UNIT T12EE FEEDER SYSTEM BY WANE TREE 'TUSCARORA7 CRAPE MYRTLE *9 REPRE SYSTEM 0 (813) 961-1060. INSTALL PER OUP12ENT MANUFACTURER'S MELALEUCA QUINQUENERMA SPECIFICATIONS. (WWW.WANE300O.COM) f N 24" BOX 20 8-qa x 3—N MULTI ti I ME I CAJEPUT TREE OLEA EUROPEA 'SWAN HILI: 36 BOX 5 8-10` X 6-7 MULTI it OE SWAN HILL OLIVE RJM DESIGN GROTJP INC. DIAMOND CUT 31591 CAMINO CAPISTRANO PHOENIX DACTYLIFERA `MEDJOO1: 19 B.T. 40 NO M012E THAN IT SAN JUAN CAPISTRANO,CA 92675 itDATE PALM OF AEOAL ROOTS 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM PISTACIA CHINENSIS 15 GAL 120 7-9 X 2-3! STO PI CHINESE PISTACHE MATCHING CONSULTANT: SOUTHERN PACIF,.X11 PAILPOAD —9 X 2-3i STD PITTOSPORUM UNDULATUM 7 15 GAL 166 Pu ....... PITTOSPORIUM MATCHNG + PLATANUS RACEMOSA ....... 15 GAL 26 7—CY X 2-3a Sl PR ....... CALIFORNIA SYCAM012E .......... PS PF-�U. NUS SE1212LLATA `KWANZANg 24" BOX 24 —10' X 3—N STD ------------- ................. 24 JAPANESE FLOWERING CHERRY QUE12CUS AG121FOLIA —16 X 7-9 STD QA 48 BOX 14 COAST LIVE OAK SCHNUS MOLLE 15 GAL. 17 7-9 X 2-3! STD SUB NSULTANT: Sm CALIFORNIA PEPPER TABEBUIA CHRYSOTRICHA 240 BOX 2 9-10' X 3—N STD —T TREE GOLDEN TRUMPE ULMUS PARVIFLORA 'TRUE GREEN' ...... 24 BOX 6 12—W X 5-6 UP ...... `—GREEN ELM 24 TRUE ULMUS PARVIFLO12A 712LJE G 15 GAL. 21 7—& X 2—V UP TRUEGREEN ELM WASPINGTONIA 100BUSTA 126 SMNED i6v MEXICAN FAN PALM 7� C Loo 0 0 01� TLRF LEGEND L p, Ui MA ... . RATHON IIe'HYDROSEED BY SOUTHLAND SOD FARMS 'PER SPECIFICATIONS. SL 01204A9D/ Lu 310 ism CA ED CO. PEP SPECIF:9CATIONS. Lij SLOPE SAVER-2 BY AG120NO—TEC SEE -10 �14 Fmwm Z ;> 3 —PLANTING TO BE UNDER BID ALTERNATIVE A4. THICK BARK MULCH ONLY co% ... .... .. ...... ............. Lu z ......... . . HIYDROSeED LEGEND .......... L-1 L-1 -NON RMATED MD( cHANNEL AREA U, DRAINAGE P.L.S. CHANN PECIES EL woo LBS/ACRE ......... %woo; WEST OF ..... .. EQOMU8 CA12INATUS ................. . . ......... CENTRAL —SCHSCHOLZIA CALIF012NICA Now= PARK,DR..- 3 E LOTU HIANUS EAST OF S PURS CENTRAL 44 8 LOTUS SCOPARIUS PARK,DR. 4 , LUPINUS BICOL012 se m sale gas 0,ass sea III $assessm evil late age 6 LUPINUS SUCCULENTES(�D ERIOGORNUM FASCICULATUM ....... 6 NASSELLA PULCHRA CONWE—D 100% WOOD FIBER 2000 ECOLOOY CONT12OLS M BINDE12 100' 300 > uj $if sees oall IS41040 Is also so w 0 zor 0 uj ........ ................. ............ > 011LITHeRN ,P.R4RO ........... .. ..... -WOW ...........z ui ......... .......... P� ... ......... IRR M-YMA P (NTS) ....... FOR CITY USE ONLY ......... REVISIONS L, DATE DESCRIPTION A PROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TREE & TRAFFIC FINAL CHECK GROUNDCOVER R/W PLAN AS CONSI. FOR PRIVATE USE THESE PLANS WERE PREPARED BY: REVISIONS DATE CA INITIAL DATE L/ DRAWN CHECKED rj fj NAME DATE 1/200 /3 LICENSE NUMBER FILE N CITY OF RANCHO CUCAMONGA ...... PROJECT NAME CENTRAL PARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER gin 11200 BASE LIN E ROAD L DRAWN BY, CEH SHEET TITLE CHECKED BY: LM MEMO 0 SH L6.7 L _ S MATCHr INE APPROVED 0 DATE: CI 0 10!ill 1120 40 DATE COMMUN11t SERVICE DIRECTOR SHEET. APPROVED SHEET OF CN I DRAWING OF L6* 1 0 C) NO. 'bAfE RCE NO. CITY'ENGINEER [!OTAI C M: M :():TY.=Rl= uc IVA OE UR uup ;01 'TRUE GREEN' IULMUS.,PARVIFLORA............ ------ 15 GAL. 21 7-8' X �-3 NOTES TPF=E LF—GEND ,- BASE BID L TRUEGREEN ELM CENTRA BOTANICAL NAME CIES.ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGEN(D ..........IWASHINGTONIA 120BUSTA SIZE bTY. 12EMAPKS,....... 168-T. 126 SKINNED e COMMON.NAME FOR PLANTING INSTALLATION NOTES DETAIL SEE SHEET L7.1 L7.2. ------ ....... :MEXICAN FAN:PAL I - I I I M'' I 11 - I �-DRU CE S DEODARA-ODAR CEDAR 15 GAL. 20 6-7 X �-4' ALL TREES Al2E TO HAVE STANDARD FORM AND MATCHED SIZE/BRANCHING -----------CD DE CHARACTERISTICS PER SPECIES.TURF LEGEND ...........CINNAMOMUM CAMPHORA 8' X 23'_ STD THE QUANTITIES SHOWN ARE F012 REFERENCE AND BID COMPARISON PURPOSE 15 GAL. 41 7- C MA 'Romp" AMPHOR T12EE ONLY. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING HIS OWN AREA RATHON Ile HYDROSEED BY SOUTHLAND SOD FARMS TAKE-OFFS AND UNITS COUNTS........ PER SPECIFICATIONS. cc CINNAMOMUM CAMPHORA 48" BOX 2 11-12' X 1-9' MULTI -CEIVE A 3' LAYER OF ICAMPHO12 T12EE ALL SH12UB AREAS SHALL RE BARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET. ------------ ED AREA SHALL NOT RECEIVE BARK MULCH. HYDROSEEDE -------------OPCHAPD/SLOPE AREA FORTUNELLA NAOAMI. 15 GAL. 31 4-5' X 2-3� STD A R K NONEE SLOPE SAVER-2 BY AGRONO-TEC SEED CO. PER SPECIFICATIONS. NAGAMI KUMOUAT RANCHO CUCAMONGA ES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLARITY ONLY. HF HYMENOSP STD VINE CRUM P�LAVUM 24* BOX 2 9-10, X 3-4p (D SWEETSHADE AREAS,CONT12ACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLC ...........A4.3" THICK BARK MULCH ONLY-PLANTING TO BE UNDER BID ALTERNATIVE ...............JA @ LOCATION OF AG120NOMIC SOIL TEST PER SPECIFICATIONS.JACA12ANDA MIMOSIFOLIA 36" BOX 2 9-ir x 6-68,' MULTI NCN TREE FEEDER SYSTEM (82 TOTAL)E_ -SF -R SYSTEM BY WANE TREE*9 12 PRE ENTS W.A.N.E. 3000 12' UNIT TREE FEEDE 14YDROSEED LEGEND MIA X FAURIE1 HYBI21D A 24 BOX 9 9-10' X 3-4STD 'TUSCA12012A: C12APE MYRTLE SYSTEM o'(813) 961-1060. INSTALL PER CURRENT MANUFACTURERS CHANNIEL A2EA—NON RRIGATED MIX -3000.COM) SPECIFICATIONS. (WWW.WANE MELALEUCA 0UINdU`E'NERVIA-P P.L.S. JE 24" BOX 20 8-10' X 3-4' MULTI DRAINAGE CA UT TR15=15'CHANNEL SPECIES LBS/ACr%.L- goesiiiiii- OLEA r=-uRopEA`8iiWAN HILU 6 6-7' MULTI'.T OF 3 " BOX 5 8-10, X RJM DESIGN GROUP INC.OE WES BROMUS CARINATUS -SWAN WILL OLIVE CENTRAL T ESCHSCHOLZIA CALIFORNICA 31591 CAMINO CAPISTRANO PARK DR. DIAMON,PHOENIX DACTYL1f:ERA 'MEDJOOL: SAN JUAN CAPISTRANO,CA 92675 4 LOTUS PURSHIANUS 18" B.T. 40 EAST OF INO MORE THAN 12" 949-493-2600 FAX 949-493-2690 DATE PALM WWW.RJMDESIGNGROUP.COM CENTRAL OF AE12 8 LOTUS SCOPARIUS PI CONSULTANT: 6 LUPINUS SUCCULENTES CHINESE'PISTACHE-PARK DR. 4 LUPINUS BICOLOR PISTACIA�0,HINEN S 15,GAL. 120 7-8! X 2-37 STD MATCHIi 10 ERIOGORNUM FASCICULATUM PITTOSPORUM,UNDULATUM 3' STO 6 NASSELLA PULCH12A 15 GAL. 166 7-8' X 2 PU PITTO8POI2UM CONWED 100% WOOD FIBE12 MATCHING 2000 100 ECOLOGY CONTROLS M-BINDER PLATANPS',RACEMOSA 2-3' STD A*300 18-18-18 FEPTILIZER PR CALIF012NI S r-CAMOI2E 15 GAL, 26 7-9' X .......... ps PPUNUS-,$E�012' ULAT AKWANZAN' 214" BOX 24 -4 STD 24 p -N 8 IO' X 3 jA .t5SE� LOW80ING CHERRY A F()UFJ;?CUS AGRIFOLIA QA, 48" BOX I 14-16' X 7-8' STD-COAST'LIVE'OAK.SICHINUS MOLLE SUB CONSULTANT: u sm- 15 GAL. 17 7-6 X 2-3' STD C, ..LIFOR,NIA PEPPE12-CHRYSOTRICHA�TABESUIA-N U E TRE E MP I GD24 BOX 2 9-10' X 3-4STD u EN UP 24 BOX 6 12-14' X 5-6'24 -EN1 ELM TRUEGRE To 0 ,��ULMUS.?A. OA 'TRUE�GREENV i2viFLo UP 15 GAL. 7-8' X 2--3'EXICA P FAN , .......N LM WAS HiNGTON BUSTA -16" B7. - 126 SKINNED II ............... A LIMIT OF VVO 7— uj C 000 G* L........... Fm= it C, Guam iiiiiismum Ire rl kto)I IN TALL TURF IN -..a TURF BLOCK, TYP....... 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Exp. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A. fir z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i HEET L6*8 ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ATCHLINESEE S . . . . . . . . . . . . . . . . . . . . ...,1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MATCHLINE SEE ,SHEET L6.10 . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... REVISIONS FOR CITY USE ONLY DATE DESCRIPTIO PPROVED INITIAL DATE T ITLE: STREET WATER/SEWER GRO/DRAIN TREE & T RA FFIC FINAL CHECK GROUNDCOVER R/W PLAN AS CONST.THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE 11111 111'''ICAP INITIAL DATE L/ DRAWN 0 10 20 40 CHECKED NAME DATE t ,�6/31A 5 LICENSE NUMBER FILE e CITY OF RANCHO CUCAMONGA .11 Date A op.PROJECT NAME CENTRALPARK JOR NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITI E DRAWN BY: CEH CHECKED BY: LM APPROVED DATE- 2- 6 ?'17- 3 1-7 1: 03 DATE COMMUNkY SERVICE DIRECTOR APPROVED SHEET-OF KEYMAP SHEET DRAWINGaLrOF L6. 11 (lob ?j )1_4 NO.RCE N-0. CITY ENGINE ER__uup UO M UHF ChNTRAL LPN 0 LIM.- P-A -1365 A R K FLANCHO CUCAMONGA ......... .................................. RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 1132F LEGEND WWW.RJMDESIGNGROUP.COM CONSULTANT: MARATHON Ile HYDROSEED BY SOUTHLAND SOD FARMS PER SPECIFICATIONS. V) MCHARD/SLOPE AREA SLOPE SAVER-2 BY AGRONO-TEC SEED CO. PER:SPECIFICATIONS. 3" THICK BARK MULCH ONLY-PLANTING TO BE UNDER BID ALTERNATIVE A4. HYDIZOSEED LEGEND SUB CONSULTANT: -NON MIGATED MX CHAMEL AREA A DRAINAGE P.L.S. SPECIES LBS/ACRE CHANNEL WEST OF BROMUS CARINATUS CENTRAL ESCHSCHOLZIA CALIFORNICA PARK DR. LOTUS PURSHIANUS EAST OF 4 CENTRAL 8 LOTUS SCOPARIUS PARK DR. 4 LUPINUS BICOLOR ENTES 6 LUPINUS SUCCULE 10 ERIOGORNUM FASCICULATUM 6 NASSELLA PULCHRA 2000 CONWED 100% WOOD FIBER ECOLOGY CONTROLS M-BINDER 100 300 18-18-18 FERTILIZE12 1360 CL ui Lu aw r" u r Z V z -dgPp' U 00or damom U #Oft 4V§ wommm u mZ u <to Cie Lu u. 51 uj oe u won== Cie X u 00000, Ad. uj f A111 00000' n000 is T!" INN sm ma ME Em mp�, ME INN ME ME ON ME ME ON ME ME so 1000, LINE SEE' MATCH SHEET L6 8, SEE SHEET L6.9 REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STRE WATER/SEWER GRO/DRAIN TRAFFIC TREE & FINAL CHECK GROU�NDCOVER R/W AS CO NST. PLAN THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE iCAP,6 INITIAL DATE D S IN Ll DRAWN ��o. 249533 CHECKED NAME DATE ure 5/31 005 civi, LICENSE NUMBER FILE Lp I Dote VA EOF I C CITY OF RANCHO CUCAMONGA Mile Of, c N\- PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD DRAWN BY: CEH SHEET TITLE h A CHECKED BY: LM APPROVED 0 10 20 40 k DATE: DATE COMMUjITY SERVICE DIRECTOR NONE no==___ GOO SHEET: APPROVED SHEET 'OF D RAW I N Qdt�) 0 F L6, 12 NO. RCE NO. CITY ENGINEER PA T12EE LEGEN-D BASE BID -w"NTRAL IIBOTANICAL NAME -MA12KS COMMONNAME SIZE OTY. PE 0 0 00 tCEDRUS DE Al2A 15 GAL. 20 6-7 X 3-4! CD DEODA12 CEDA12 EE SHEET L6, 7 A& MARMLINE S zombi, cl CINNAMOMUM CAMPHORA 7-9 X 2-V STD 15 GAL 41 CAMPHOP T12EE CAMP14012 ICNNAMOUJM CAMPHOPA -IZ X 7-17 MULTI cc 48 BOX 2 11 112EE IIF 15 GAL. 31 -5 X 2-3! STD 012TUNELLA NAGAMI 4 IKIJMQUAT NAGAM P A R K IFIF HYMENOSP012UM FLAVUM RANCHO CUCAMONGA 24 BOX 2 9-10' X 3-4! STD SWEETSHADE ACA12ANDA MIMOSIFOLIA 36 BOX 2 9-11' X 6-& MULTI JA INCN E12ST120EMA X f=AU12EI HYBRID LAG A 24 BOX 9 9-10' X 3-4! STD 'TUSCA12012A! CQAPE MY12TLE MELALELJCA QUINQUENERMA I24 BOX 20 8-10' X 3-4! MULTI CAJEPUT T12EE II ......... ....... OLEA EUROPEASWAN HILU X MULTI OE PJM DESIGN GROUP INC. ............. 36BOX 5 8-10' 6-7 SWAN HILL OLIVE 0 DIAMOND 0JT 31591 CAMINO CAPISTRANO OL: PHOENIX DACTYLIFE12A "MEDJO IDATE PALM 949-493-2600 FAX 949-493-2690 I& B.T. 40 NO M012E THAN 12" SAN JUAN CAPISTRANO,CA 92675 WWW.RJMDESIGNGROUP.COM OF AE121AL 1200TS IPISTACIA CHINENSIS .......... PISTACHE PI X 2-3! STD 7 15 GAL 120 0 ICHINESE tMATCHING CONSULTANT: 0 PITTOSPOPUM UNDULATUM 7-8! X 2-3! STD 15 GAL 166 Pu PITTOSPORUM MATCHING IIIPLATANUS,12ACEMOSA IPR 15 GAL 26 7-9' X 2-3 STD ICALIF012NIA SYCAM012E IPs P12LNUS SE1212ULATAKWANZAN 24" BOX 24 -10" X 3-4 STD II24 8 JAPANESE FLOVVERING CHERPY IEQCUS AG121FOLIA ou 48" BOX 1 14-16 X 7-9 STD QA COAST LIVE OAK SCHINUS MOLLE Ism SUB CONSULTANT: ICALF012NIA PEPPER 15 GAL. 17 7-8* X 2-3! STD TABEBUIA CH12YSOT12IC14A u 24 BOX 2 9-10" X 3-N STO GOLDEN TI2UMPET TI2EE_ c1l) ULMUS PA12VIFLORA 'TRUE G12EEN' 24 BOX 6 12-IN X 5-6 -----------0 T12UEG12EEN ELM .......... 24 ULMUS PARVIFLORA 712UE GREEN UP 15 GAL 21 7-8 X 2-3 TPUEGREEN ELM WASHINGTONIA QOBLISTA 16 139,91% i26 SKINED MEXICAN FAN PALM IIIc 00 LO 0 06 CL W Iuj i0 Mau IAge. I.......... IIIIIft I............. 0 IIr IIII ...............ICie LLJ 17 LL. 0 IIIIII "7 IIINOTES W ttWITH LOCAL GOVERNING AGENCIES.ALL PLANTING SHALL BE IN ACCORDANCE IIIIL SEE SHEET L7.1 E L7.2. KEYMAP FOR PLANTING INSTALLATION NOTES DETA INTS ICHED SIZE/BRANCHING ALL TREES ARE TO HAVE STANDARD FORM AND MAT CHARACTERISTICS PEIR SPECIES.IIITHE QUANTITIES SHOWN Al2E FOR 12EFE12ENCE AND BID COMPA121SON PURPOSE ONLY. CONT12ACTOR IS RESPONSIBLE'FOR CONDUCTING HIS' OWN AREA ITAKE-OFFS AND UNITS COUNTS. 0 4 8 16 ALL SHRUB AREAS SHALL RECEIVE A 3 LAYER OF IBARK MULCH SEE SPECIFICATIONS AND PLANTING DETAIL SHEET.HYDROSEEDED Al2EA SHALL NOT 12ECEIVE BA12K MULCH. IIINONE IVINES Al2E SHOWN OUTSIDE OF PLANTABLE Al2EAS FOR CLARITY ONLY. FOR CITY USE ONLY REVISIONS CONT12ACTOR SHALL INSTALL ALL,VINES WITHIN PLANTABLE AREAS. DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET OMIC SOIL TEST PER SPECIFICATIONS. ILOCATION OF AGRON WATER/SEWER T12EE FEEDER SYSTEM (82 TOTAL) GRO/DRAIN -PRESENTS W.A.N NE T12EE *9 REE E. 300012" UNIT TREE FEEDER SYSTEM BY WA TREE ITRAFFIC '(813) 961-1060. INSTALL PER CURRENT MANUFACTURER'S SYSTEMo IISPECIFICATIONS. (WWW.WANE3000. FINAL CHECK "ER COM) R 0" U N D C v R/W ------- PLAIN AS CONST. I FOR PRIVATE USE THESE PLANS WERE PREPARED BY: REVISIONS DATE ODSCAP INITIAL DATE It�G L/ DRAWN CHECKED nqtu NAME IDATE newal OTS LICENSE NUMBER FILE —Date F RA N C H U "'AM N eN A c Y ' L u Of Ic Q Imom PROJECT NAME CENTRAL PARK 290-70 IJOB NO.:SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD CEH (n DRAWN BY: SHEET TITI F CHECKED BY: LM CD APPROVED A M ATC�HLUNE EESHEE"Irl, Lr6. 16 DATE: Cq 24953 �l I ?oe/ /0 COMMU NAY SERVICE DIRECTOR DATE-3) OS P, SHEET: 4r APPROVED CD SHEET OF__�L III6% D RAW I N G L6el 3 c:) No.&f c:) RCE NO. C,7 CITY ENGIN ER tUBF _UA 0 0 0 URAL 0 T12EE LEGEND - BASE, BID 0 'Z I ENk c ATCHUNE SEE SHEET L6.7 Ot4 B NICAL,NAME -MARKS 14 COMMONNAME ' SIZE OTY. RE .............. ...... CEDRUS DEODARA 15 GAL. 20 6-7 X 3-4' CD DEODAR CEDA12 CINNAMOMUM' CAMPHORA -8' X.- 2-3STD ci 15 GAL. 41 7 CAMPHO12-T12EE CINNAMOMUM CAMPHO12A -12' X 7-9MULTI tC 48" BOX 2 11 CAMPHOR TREE F012TUNELLA NAGAM11, 15 GAL. 31 4-5X .2-3STD NAGAMI KUMOUAT A R HYMENOSPORUM FLAVUM HF 24" BOX 2 9 IO`X 3-4' STD RANCHO CUCAMONGA SWEETSHADE. JA JACARANDA MIMOSIFOLIA 361, BOX 2 9-11' X 6-8' MULTI NCN- -MIAX FAURIEI HYBRID ............. LAGERSTROE -10' X 3-4v STD A 24" BOX 9 9 CRAPE MY12TLE OARORA' 'TUS MELALEUCA QUINQUENERVIA' -]O' X 3-4: MULTI -PUT TREE 24 BOX 20 8 CAJE= -A 'SWAN HILL' OLEA EUROPE 6-7 MULTI 8 5 36 BOX OE SWAN HILL OLIVE RJM DESIGN GROUP INC. DIAMOND'CUT 31591 CAMINO CAPISTRANO 0 PHOENIX DACTYLIFERAME=-DJOOL THAN, 12" SAN JUAN CAPISTRANO,CA 92675 18, B T. 40 NO MORE� DATE PALM , -493-2600 FAX 949-493-2690 OF AERIAL ROOTS, 949 WWW.RJMDESIGNGROUP.COM 0 0 -8' X 2-3 CIA CHINEN IS PISTA 15 GAL. 120 7 STD Pi MATCHING CONSULTANT: -SE CHINE PISTACHE 7-8' X 2-3STD Pu PITTOSPORUM UNDULATUM 15 GAL. 166 HING PITTOSPORUM MATC PLATANU&RAC5MOSA 15 GAL. 26 7-9' X 2-3STD PR ALIF012NIA SYCAM012E C r Ps PRUNUS'SE1212 ULATAKWANZAN' 24 24 BOX 8-10' X 3-4' STD 24 JAPANESE FLOWERING CHE1212Y OUERCUS AGRIFOLIA -16' -8STD QA 14 X7 48" BOX I 0 0 COAST LIVE OAK 0 0 -8X 2-3STD SCHINUS MOLLE 15 GAL. 17 7 SUB CONSULTANT: sm CALIF012NIA PEPPE12 0 TABEBUIA CHRYSOTRICHA 9-10' X 3-4STD 24" BOX 2 TI GOLDEN TRUMPET TREE US PA2VIFLOQA "T12UE GREEN' ULM 24 BOX 6 -6' UP 12-14' X, 5 24 ULMUS PA12VIFLO12A 'TRUE GREEN UP 15 GAL. 21 7-6' X 2-3' F T12UEGREEN ELM KEWASHINGTONIA,OOBUSTA 16v B.T. 126 MEXICAN FAN PALM v 0 0 6=W NOTES u IN ACCO12DANCE WITH LOCAL GOVE12NING AGENCIES. ---- -------- ALL PLANTING SHALL BE (D F012 PLANTING INSTALLATION NOTES DETAU_ SEE SHEET L7.1 L7.2. 0 uj E STANDA12D F012M E ALL TR EES ARE TO HAV AND MATC14ED SIZE/BRANCWING 190 CHAl2ACTE C Lo 121STICS PER SPECIES. THE GLIANTITIES SHOWN ARE FOR REFERENCE ANb END COMPA121SON PURPOSE ONLY, OONT12ACTOR IS 12ESPONSIBLE F012 CONDUCTING HIS OWN AREA TAKE-OPFS AND UNITS COUNTS ALL SHRUB AREAS SHALL 12ECEIVE A,3' LAYER OF BA12K MULCH SEE SPECIFICATIONS AND PLANTING DETAL SHEET. z Lu HYDROS5EDED Al2EA SHALL NOT 12ECEIVE BARK MULCH. NONE VINES ARE SHOWN OUTSIDE OF PLANTABLE AREAS FOR CLARITY ONLY. > CONTRACT012 SHALL INSTALL ALL VINES WITHIN�PLANTABLE AREAS. ------ ...... soft 0 LOCATION OF AG120NOMIC SOIL TEST PER SPECIFICATIONS. -DER SYSTEM (82 TOTAL) 9 TREE Fff- EJ down% *9 REP12ESENTS W.A.N.E. 300012" UNIT TREE FEEDER SYSTEM BY WANE TREE El SYSTEM:* (813) 961-1060. INSTALL PER CURRENT MANUFACTUPERS SPECIFICATIONS. (WWW.WANESOOO.COM Age. > -dd 0 LLJ P� Al uj IL i io;�* uj —A F1 ill 7771 -YMAP .......... NTS FOR CITY USE ONLY REVISIONS DATE DESCRIPTION APPROVED INITIAL TITLE: DATE STREET WATER/SEWER GRO/DRAIN TREE & TRAFFIC FINAL CHECK GROUNDCOVER A AS CONST. PLAN FOR PRIVATE USE THESE PLAN8 WERE PREPARED BY: REVISIONS DATE CAoF' INITIAL DATE DRAWN CHECKED 0 0 con .......... 0 0 DATE siglature NAME 5 LICENSE NUMBER FILE ku CITY %e.NJF RANCHO CUCAMON(.3NA O PARK PROJECT NAME JOB NO.,' 290-70 R A _1"T L6. 15 SENIOR CENTER AND,COMMUNITY M, IUNLINh SEE z5tiEh 11200 BASE LINE ROAD CENTE DRAWN BY: CEH SHEET TITLE A 'ol CHECKED BY: LM APPROVED DATE: Cq DATE CC) MUNIT�SERVICE'DIRECTOR APPROVED SHEET:0 4 8 16 c:) SHEET OF 0*- 0-4 DRAWING L6, 14 c:) ?.-.-0-F IA4,4�,f NO C) RCE NO. V CITY ENGINEER oll CN UE 0 77 0 UA 'V NTRAL A CE t H MArlmCHLINE SEE S EET L6. 14 on m M im m m NOTES ........ .............. WASHINGTONIA ROBUSTA 126 SKINNED LANTING SHALL BE IN LOCAL GOVERNING AGENCIES ....... .............. ALL ACCO12DANCE WITH FOR�PLANTING INSTALLA11ON NOTES E DETAIL, MEXI(�,- AN FAN,PALM :15 SHEET L7.1 E L7.2. -/BRANC PING -ED SIZE ALL TREES ARE TO-HAVE.ZTANDARD F012M AND MATCI TERIISTICS, PER,SPEC CHAOAC F-A THE�QUANTITIES,SHOWK-AR5 F012-12EFE12ENCE AND,BID,COMPARISON,PURPO E o 0 0 C OUNTS. TAKiE-OFFS AND UNIT 0 0 NLY CONTRACT012 IS RESPONSIBLE F012 CONDUCTING HIS,OWN-AREA A R K A Ali SH"AREAS':SHALL RECEIVE A.,3* LAYER OF CH OE--CIFICATIONS AND PLANTIN ARk MUL G DETAL SHEET., B SEE S _AREASHALL NOT RECEIVE BARK MULCH. RANCHO CUCAMONGA H'jJV08E� EDED, NONE VINE8'AI2E SHOWN OUTSIDE OF PLANTABLE-AREAS FOR CLARITY ONLY. CONTIZACT012 SHALL,INSTALL ALL VINES WITHIN PLANTABLE AREAS. L RONOMIC SOL TEST PE12 SPECIFICATIONS. OCATION OF AG I T12EE F-EEDE12 SYSTEM (82 TOTAL) *9 REPRESENTS W.A.N.Ei,3000 12", UNIT TREE FEEDEP. SYSTEM-BY WANE T112EE BASESID TREE LEGEND MANUFACTURER'S SYSTEM,a (813)_961-1060. IN5TALL PER,CURRENT SPEOIFICATIONS.� (WWW.WANE-3000-COM) 'BOTANICAL NAME RJM DESIGN GROUP INC. COMMON NAME SIZE OTY. 12EMA12KS 31591 CAMINO CAPISTRANO CEDRUS DEODARA SAN JUAN CAPISTRANO,CA 92675 15 GAL. 20 6-7 X 3-4 CD DEODAR CEDAR 949-493-2600 FAX 949"493-2690 WWW.RJmbESIGNGROUP.COM CINNAMOMUM,CAMPHORA 15 GAL. 41 7-8' X 2-3' STD Cl CAMPHOR TREE, CONSULTANT: CINNAMOMUM:CAMPHO12A cc 11-12' X 7-9MULTI 48 BOX 2 CAMPHO12 TREE ....... F012TUNELLA NAGAMI "31 15 GAL. 4' 6' X 2 3' STD NAGAMI KUMQUAT ----------- HYMENOSPORUM FLAVUM 241, BOX 2, HF 9-10' X 3-N STD S -TSHADE WEE= JA JACARANDA MIMOSIFOLIA 36'BOX 9-111 X 6-8' MULTI NON 9-10' X 3-4' STD LAGERST120EMIA X FAUIRIEI HY6121D 24 Box 9 SLJ13 CONSULTANT: A 'TUSCA120;2A C12APE MY12TLE MELALEUCA QUINQUENERVIA 24 BOX 20 8-10' X 3-4! MULTI CAJEPUT ME TREE, low OLEA E-UI20PEA "SWAN HILL' 36 BOX 5 8-10' X 6-7 MULTI OE SWAN HILL OLIVE DIAM I& B.T. N DATE PALM -121AL 1200TS OF AE ............ PISTACIA CHINENSIS 7-8' X 2-3 STD PI 15 GAL. 120 MATCHING PislrACHE -CHINESE TUM 7-8' X 2-3' STD 15,GAL. 166 MATCHING 5 GAL. 26 74 X 2-3' STD Cole CEMOSA PR FORNIA'SYCAMORE IO' X 3-4! STD ps PRUNUS SERRULATAKWANZAN` 24 BOX 24 24 JAPANESE FLOWERING CHE12RY QUEROU 401FOLIA -16, X 7-8' STD Lu S AC QA 48m Box 1 14 COAST LIVE OAK 0 SCHINUS MOLLE 15 GAL. 17 7-8" X 2-3 STD sm CALIFORNIA REPPE12 Lu TABEBUIA CHOYSOT121CHA OX 2' 9-10' X 3-4� STD GOLDEN TRUMPET T12EE 24" S TI ULMUS PA12VIf:tLORA 'Tl2UE GREEN' 24 BOX 6 12-W X 5-6' UP ELM 24 TRUEGREEN uLmus PARVIFLORA `TRUE GREEN' 15 GAL. 21 7-6' X 2 UP ELM 3 AMW U 0 dM& "3 ou % 0 .................. Lu U.. 0 -7 %ago; . ............. V 0010 u 0 _T--- 0 0 249,53 o" 1 0 Civil, 6mm" olfr ........... 0 0 8 16 lop-, FOR CITY U SE ONLY REVISIONS ........... DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN TREE & TRAFFIC FINAL CHECK C VER R/W PLAN AS CONST. FOR PRIVATE USE ----------- WERE PREPARED BY: THESE PLANS REVISIONS DATE INITIAL DATE C A NG Ll DRAWN CKED CHE atur DATE NAME 5 1/20 Ren'wol 0 e LICENSE NUMBER FILE Lp N A ----------- ...... A CIT I %.JF R W.. �.j k.,.UCAMu m ....... PROJECT NAME CENTRALPARK arm JOB NO.: 290-70 SENIO R CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD DRAWN BY: CEH SHEET TITLE 0 r,r,9 m L6.2 40 CHLIN im 0 0 0 0 CHECKED BY: LM 6 0 0 0 0 N APPROVED N "03 DATE: U, DATE COMMUNIT(SERVICE DIRECTOR SHEET: APPROVED 0 SHEET OF Ir CN NTS DRAWING L6 15) 0. tL4 iroF N DATE RCE NO. ENGINEEk 01. cN moo= -GEND BASE BID TREE LE CENTRAL NOTES r IN BOTANICAL NAME ALL PLANTING SHALL BE IN ACCORDANCE WITH LOCAL GOVERNING AGENCIES. A COMMONNAME SIZE QTY. REMARKS 7_1 IN'" SEE SHE"h"*10", L6. 113 A& FOR PLANTING INSTALLATION NOTES DETAIL SEE SHEET L7.1 L7.2. CEDQUS DEODARA -7 X 3-N m m,"m m m IN m m m m m W-1-mm CD 15 GAL 20 6 DEODAR CEDA12 Ilim m m mm m m EES ARE TO HAVE STANDARD F012M AND MATCHED SIZE/BRANCHING ALL TRE CHARACTERISTICS PER SPECIES. CINNAMOMUM CAMP14012A ci 15 GAL. 41 7-8 X 2-3! STO THE QUANTITIES SHOWN Al2E FOR REFERENCE AND BID COMPARISON PURPOSE llompAr CAMPHOR TREE ONLY. CONTRACT012 IS RESPONSIBLE'FOR CONDUCTING HIS OWN AREA TAKE-OFFS AND UNITS COUNTS. cc CNNAMOIVUM CAMPHO12A 48" BOX 2 11-12' X 7-9 MULTI CAMP14 OR TREE ALL SHRUB AREAS SHALLQECEIVE A3' LAYER OF -E SPECIFICATIONS AND PLANTING DETAIL SHEET. i BA12K MULCH SE FORTUNELLA NAGAMI STD HYD120SEEDED Al2EA SHALL NOT RECEIVE BA12K MULCH. 'UMQUAT 15 GAL. 31 4-5 X 2-3 P A R K NAGAMI K NONE RANCHO CUCAMONGA BF HYMENOSPORUM FLAVUM 24 BOX 2 9-10' X 3-4! STD VINES ARE SHOWN OUTSIDE- OF PLANTABLE AREAS FOR CLA ITY ONLY. SWEETSHADE CONTRACTOR SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS, JACARANDA MIMOSIFOLIA JA HST PER SPECIFICATIONS. -Ir X 6-& MULTI 36" BOX 2 9 LOCATION OF AGRONOMIC SOIL TE NCN @9 TREE FEEDER SYSTEM (82 TOTAL) LAGERST120EMA X FAURIE1 HYB12D A 242 BOX 9 9-la X 3-N STD ' MYRTLE 'TUSCAQOQA7 CQAPE -F *9 REPRESENTS W.A.N.E. 3000 12' UNIT TREE FE-DER SYSTEM BY WANE T12EE SYSTEM o (813) 961-1060. INSTALL PER CURRENT MANUFACTURER'S �Hl SPECIFICATIONS. (WWW.WANE300O.COM) MELAL EUCA QUINQUENERVIA 24 BOX 20 8-la X 3-N MULTI ME CAJEPUT TREE OLEA EUROPEASWAN HILU 360 BOX 5 8-10' X 6-71 MULTI RJM DESIGN GROUP INC. OE SWAN WU OLIVE 31591 CAMINO CAPISTRANO DIAMOND CUT PHOENIX DACTYLIFEIZA 'MEDJOOU SAN JUAN CAPISTRANO,CA 92675 18' B.T. 40 THAN 17 949-493-2600 FAX 949-493-2690 NO M012C DATE PALM WWW.RJMDESIGNGROUP.COM F AL9ZIAL ROOTS PISTACIA CHINENSIS Pi -8' X 2-3' STO 5 GAL 120 7 CONSULTANT: CHINESE PISTACHE MATCHING PITTOSPORUM UNDULATUM -8' X 2-3! STO 7 15 GAL. 166 Pu PITTOSPORUM MATCHING PLATANUS RACEMOSA 26 7-91 X 2-3' STD I AL PR CALIFORNIA SYCAM012E Ps S SEQRULATA 'KWANZAN' PRUNU 240 BOX 24 8-la X 3-N STD 24 JAPANESE FLOWERING CHM12Y QUERCUS AGRIFOLIA QA 480 BOX I 14-q6 X 7-8 STD COAST LIVE OAK SCHINUS MOLLE SUB CONSULTANT: 15 GAL. 17 7-S! X 2-3' STD sm CALIFORNIA PEPPER TABEBUIA C1412YSOMICHA 240 BOX 2 9-10" X 3-N STD GOLDEN TRUMPET,Ti ULMUS PAI;?VIFLORA `TQUE GREEN UP 24* BOX 6 12-IN X 5-6s T12UEG12EEN ELM 24 ULMUS PARVIFLORA "TPUE GREElq UP 15 GAL 21 7-8' X 2-3! TRUEGREEN ELM .............. WASHINGTONIA ROBUSTA 16 B.T. 126 81QNNED MF=XlCAN FAN PALM 0 CL El Age. 00 0 uj 0 c* 0 sow m 0 Air. U.J LL uj %ww 00 con F 130� 0 0 0 uj Exp.4 A 0 0 4 8 16 @0 FOR CITY USE ONL� REVISIONS 0 D RIPTION APPROVED INITIAL DATE DATE TITLE: STREET WATER/SEWER GRO/DRAIN ----------- ............. 0 0 TREE & TRAFFIC FINAL CHECK GROU"NICOVER Rv PLAN AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE DATE REVISIONS S CA Pp INITIAL DATE \NG L DRAWN '�A ........ CHECKED S/ 1/200 DATE NAME Ke wo a F11 E LICENSE NUMBER Dall N U k.A N A-i M OT"' OF RANCHO 'o OF CL PROJECT NAME CENTRALPARK rr, JOB NO.: 290-70 F SENIOR CENTER AND COMMUNITY C�NTER 11200 BASE LI.NE ROAD SHEET TITLE DRAWN BY: CEH co A 0 L6. ATCHLINit SE SH"w"' CHECKED BY- LM SHEET LIT2 APPROVED CD DATE: c*q u DATE COMMUNtry SERVICE DIRECTOR SHEET: APPROVED CD ET OF SHE ali clq KEYMAP DRAWING OF L6. 1 6 a NO. NITS DATE RCE NO. CITY ENGINEER c:) 0*� CN UR um A =mood TRA LOOP HOSES TRUNK NOTES: I' GREATER (TYP.) N STORM DRAIN/UNDEQGQOUND 1. REMOVE NURSERY STAKES THAN DIAMETE UTILITIES 2. STAKES TO BE PLUMB AND BCQ PARALLEL, vv E 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. TYING PLAN S -51 Mk SIDEWALK UTILITY\ W E z _ e, * TOP TIE TO BE PLACED AS LOW I I POLE L. _T A NEW RUBBER HOSE OVER WIRE, AS POSSIBLE ON THE TRUNK TO TOP OF STAKES BELOW HEAD 0 A ALLOW FOP WIND FLEXING OF THE TREE, OF TREE WHERE SPECIES G0OWTkJ P A R 0 1 1) AT POINT OF CONNECTION, Z BUT NOT 30 LOW AS TO LOSE SUPPORT GALV, STEEL CABLE SPACED OR ALLOW THE HEAD TO DROP. MAIN TRUNK RANC140 CUCAMONGA 7i CURB AND GUTTEP-/'r \METER �10, 5, TOP TIE TO BE PLACED AS EQUALLY AROUND TREE - MIN, MIN, Idi LOW AS POSSIBLE ON THE COVER WITH 3/4" DIA. X 3' TRUNK TO ALLOW FOR WIND CLASS 200 WHITE PVC PIPE, (2) SETS OF CINCH TIES FLEXING OF THE TREE. BUT TOP OF STAKES BELOW TOP OF QOOTBALL TO < SPACED 24" APART ATTACH WITH NOT SO LOW AS TO LOSE m - -- - HEAD OF TREE WHERE EXTEND 2" ABOVE > GALVANIZED SCREWS TO 3" SUPPORT OR ALLOW ILI SPECIES GROWTH HABIT PERMITS. FINISH GRADE LODGE POLES. THE HEAD TO DROP. N MAIN TRUNK "ARBOR GARD" OR EQUAL IN 12" MAXIMUM (2) SETS OF CINCH TIES SPACED 24" TURNBUCKLE (TYP.) TUPF.APFAS, 2" DIA. LODGE POLE PINE STAKES APART, ATTACH WITH GALVANIZED TOP OF POOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, SCREWS TO 8' LODGE POLES, TIGHTLY COMPACTED 3" BERM SIDEWALK z TURF TO FORM WATERING BASIN FOR 2" ABOVE FINISH GRADE DRIVE A MIN� OF 6" INTO UN- _j 2" DIA. LODGE POLE PINE STAKES RESIDENTIAL AND GROUND DISTURBED SOIL AND POSITION FP DRIVE S.L. 7 121 MAX WITH WOOD PRESERVATIVE STAIN, COVER INSTALLATIONS. ORIGINAL GRADE STAKES OUTSIDE POOTBALL, 0 APPROACH DRIVE A MINIMUM OF 6" INTO 3" BERM TIGHTLY COMPACTED 7, 4 UNDISTURBED SOIL AND POSITION 4' WOOD CHIP RM GROUP INC. IN PLA E TO FORM WATERING STAKES OUTSIDE ROOT BALL, MULCH IN PLANTER. BASIN. LOCATED OUTSIDE OF CURB AND GUTTER-//- 31591 CAMINO CAPISTRANO PLANT PIT. SAN JUAN CAPISTRANO,CA 92675 ARBOR GUARD IN TURF AREAS AND 949-493-2600 FAX 949-493-2690 FRONT YARDS. MIN. MIN, -MIN.- M WWW.RJMDESIGNGROUP.COM TOP OF POOTBALL TO EXTEND 2" UNDERGROUND ABOVE FINISH GRADE, CONSULTANT: STRUCTURE TIGHTLY COMPACTED 3" BERM TO FORM NATIVE BACKFILL WITH CATCH BASIN WATERING BASIN FOP RESIDENTIAL AND ROOT BALL NO POCKS GREATER TRANSFORMER VAULT. GROUND COVER INSTALLATIONS. LOCATE THAN 3" DIAMETER OUTSIDE OF PLANT PIT. BERMS IN TURF ROOT BALL NOTES: AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANC57-_-,, NATIVE BACKFILL WITH PLANT PIT TO BE (2) NO ROCKS GREATE if If TIMES THE WIDTH OF 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER THAN 3" DIAMETER. THE ROOT BALL, 6" 2, ALL TREES IN THE Q.C.VV. ARE SUBJECT TO LINE.OF.SIGHT DUCKBILL EARTH ANCHOR CRITERIA AS APPROVED BY TRAFFIC ENGINEER. (68-DTS)TOTAL SYSTEM EHIE J�El OR EQUAL 3. AT ALL LOCAL PESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE I �;x Ell PLANT PIT TO BE 2 J PARKWAY TREE AT A MIN. OF 25FQOM BCR OR ECZ TIMES THE VVIDTH OF ROOT BALL \>W\ x- M UNDISTURBED NATIVE SOI 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND x A A \ � 1 —1 1 1 11 1-1 1 1----F1 UNDISTURBED NATIVE SOIL. El I N I L ,��, / =1 I F ROOT BA L FACILITIES. IN ADDITION MAINTAIN ]O' FQOM CENTER OF TREE TO ALL UTILITY SUB CONSULTANT: NATIVE BACKFILL WITH NO OWNED VVATEr,� Z SEWER LATERAL LINES. ROCKS GQEATEP THAN 3" DIA, NOTES, 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 1. INSTALL GUYS HAND TAUT TO NOTES, I 1=1 lEl I I 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE I-- I 1�=l El I IEI I 1=1 I 1��l I 1=1 I I 'PREVENT DEFORMATION OF LIMBS. 1. REMOVE NURSERY STAKES ENGINEERING DIVISION. IE111=11 Ell =111 NATIVE SOIL UNDISTURBED I ...... 0 2. WIRE SHALL BE CLAMPED OR 2. STAKES TO BE PLUMB AND PARALLEL. 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY CRIMPED NOT TWISTED. :3. STAKE TREE PERPENDICULAR TO PREVAILING WIND, STANDARD PLANS. TWICE ROOT BALL WIDTH TOP VIEW- 7 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CAIJFORNIA CINI CITY OF RANCHO CUCAMONGAo CAIJFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN (.0 APPROVEDDY: I STANDARD PLAN APPROVED BY: STANDARD PLAN DOUBLE STAKED TREE _0 APPROVED BY: STANDARD PLAN TREE PLACEMENT 0 TREE GUYING DETAIL — Ld 0 DOUBLE STAKED TREE ON SLOPE 501 5 GAL 24" BOX 502 36" BOX OR LARGER 503 > > Lj CITY ENGINEER ,I CITY ENG 505 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION INEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Lij CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER Q:� RX.E. 24953 SHEET 1 OF I R.C.E. 24953 SHEET I OF I R-C.E. 24953 SHEET I OF 1 w DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION l2t� RC.E. 24953 SHEET 1 OF I C Loo 0 uj F4" OF COMPACTED WOOD CHIP MULCH, o>- HA2DSCAPING (CONCRETE HEADER, ONE HALF OF SPACING CURB GUTTER, SIDEWALK, ETC.) FINISH GRADE 0 z LIMIT OF PLANTEQ AREA--\ REQUIREMENT UJ :,4;, Z. TIGHTLY COMPACTED 3" BERM TO FORM 12" DEPRESSED WATERING BASIN, TOP OF POOTBALL TO EXTEND 2" TOP OF POOTBALL TO 4" WOOD CHIP MULCH. AE30VE FINISH GPAbE EXTEND 2" ABOVE X/ ORIGINAL GRAD z FINISH GRADE NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER, 4- 110 qmmmgm 3" BERM TIGHTLY COMPACTED IN PLACE TO FORM WATERING BASIN. Ilk til— SHOVEL CUT EDGE COMPACTED Z. —11 F- I NATIVE SOIL ROOT BALL ROOT BALL P_-r.)I IAI PLANT PIT TO BE (2) TIMES THE PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. WIDTH OF THE ROOT BALL. uj LL T1. NOTES: -IT I fli 11 lEll 1E Ed I lEl 1=1 El I I I I E I IEEI I I NOTE, I. PQIOQ TO PUQCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL T I I I I I I Ill III 111 1-1 1 1— uj 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SUBMIT t, SAMPLE TO THE INSPECTOR FOR APPROVAL, r I NATIVE BACKFILL WITH NO %%m) ROCKS GREATER THZ 3" SPACING (TRIANGULAR) UNLESS OTHEQVVISE INDICATED ON 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND DIAMETER. PLANS, SEE LEGEND FOR SPACING REQUIREMENTS INTO EOGESAT GROUND COVER AREAS. Fmon UNDISTURBED NATIVE SOIL. UNDISTURBED NATIVE SOIL, 2. WHERE PLANTED ADJACENT TO WALLS, VVALKS, CURBS OR 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN, COMPACTION, SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. 0 SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING NOTES- NOTES.* FROM SUCH LIMITS. SEE LEGEND FOP SPACING REQUIREMENTS. ff M 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL P200TS AT EDGE NOT CRACK ROOT BALL. OF ROOT BALL. DO NOT CRACK ROOT BALL, OF ROOT BALL. DO 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE uj LEGEND ARE ESTIMATES ONLY, 0) z CITY OF RANCHO CUCAMONGA, CALIFORNIA. CITY OF RANCHO CUCAMONOA, CALIFORNIA ColiTy OF RANCHO ko'.'.+UCAMONGAo CALIFORNI' A CIV OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN' ROVED _0 APP BY: APPROVED BY: STANDARD PLAN CONTAINER PLANTING 0 CONTAINER PLANTING ON SLOPE — SHRUB AND GROUND COVER STANDARD PLAN w r) 0 MULCH INSTALLATION En 506 507 Lu SPACING 508 Ld 5; t co cn V) Crry ENGINEER 5; > 509 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ,I CITY ENGINEER DATE USE WITH 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER > R.C.E. 24953 SHEET I OF 1 Of R.C.E. SHEET 1 OF I Ill DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION uj CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 24953 Of R.C.E. 24953 SHEET 1 OF I R.C.E. SHEET 1 OF I 24953 REVISIONS FOR CITY USE ONLY. DATE DESCRIPTION APPROVED INITIAL DATE I TITLE: STREET WATERISEWER GRO/DRAIN PLANTING TRAFFIC FINAL CHECK DETAILS RtW AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS T)S CA DATE INITIAL DATE \tC Lif DRAWN CHECKED C") NAME DATE , Ignaturelf— g, LICENSE NUMBER 31 0 FILE enewc a CITY OF RANCHO CUCAMONGA OF W-0 CL PROJECT t\ME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH Im CHECKED BY: LM 6 APPROVED C) -e- t DATE: 12-17-03 C'q mfk (waft DATE u COMMUNIT�SERVICE DIRECTOR 7v p SHEET: APPROVED SHEET OF CD CF CA DRAWING LTI N �f OF c:) N. DATE RICE NO. ENGINEE CD 0%. CN Cj_aN MEN O'_ JZ LEGEND: TRUNK - SIZE PER PLANT LEGEND CENTRAL (D 3 6 7 2 3 EYEBOLTS: 5/8" DIA, EYEBOLTS NATIVE BACKFILL PER IN LEAD SHIELDS INTO 1/2" DRILL HOLES. SPECIFICATIONS NOTES: W.A.N.E. 3000 TREE FEEDER, PER 12 GA GALVANIZED WIRE. SECURE PLANTING LEGEND. VINE TO WIRE WITH NURSERYMAN'S TAPE. 1. SLOPE IN TURF AREAS: BETWEEN CURB AND SIDEWALK/TRAIL 2% FINISH GRADE b. BEHIND SIDEWALK/TRAIL — 2% TO 5: 1 MAX. L 6' (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4: 1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, NATIVE SOIL No.- P-A BOTTOM OF 2. SLOPES IN SHRUB/GROUND COVER AREAS: THICKENED CONCRETE EDGE. a. BETWEEN CURB AND SIDEWALK/TRAIL — 276 FROME) PETIOOLffS REFE12 TO SHEET L2.01. b. BEHIND SIDEWALK/TRAIL — 2% MIN. TO 3: 1 MAk P A R K' (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2: 1 WILL BE PERMITTED PALM ROOTBALL, MIN. SIZE PER 'PALM IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED TREE EXPER7 - REFER TO THAT SUCH SLOPES OVER 3: 1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. RANCHO CUCAMONGA SPECIFICATIONS. 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE NOTE BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. SEE SPECIFICATION FOR DETAIL .......... INFORMATION. 0 Of 3v 3' 6" X 8" CONCRETE VINE COLLAP2S 31591 CAMINO CAPISTRANO EYEBOLTS rOR FUTURE US IN TURF AREAS ONLY. SAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 2 WALL ANGLE BACK TO WALL, TRUNK OF WWW.RJMDESIGNGROUP.COM I 4 VINE, AND REMOVE STAKE WHILE 5) FINISH GRADE SECUPING VINE TO VVIRES� co 5 CONSULTANT: Qr=FEQ TO STANDARD DQAVVING 6 506 FOR PLANTING REQUIREMENTS. OUTSIDE PUBLIC ;�.O.VV. ELEVATION 7 PALM PLANTING %0 9 1 3" 3' PLAN 3/4' - 1`-0' TURF� SHRUB AND GROUND C - -OVER 2% MIN—. - WALL 6" X 8" CONCRETE VINE COLLARS IN TURF AREAS ONLY. VVITHIN PUBLIC QIG14T-OF-WAY ANGLE TRUNK OF VINE 8ACK TO VVALL (SEE NOTES HEQEON) SUB CONSULTANT: AND REMOVE STAKE WHILE SECURING VINE TO VVIRES, PLAN VIEW SCALE I PALM PLANTING V40or U-) CITY OF RANCHO CUCAMONGA, CAIJFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STAND APPROVED BY: QTANDARDPLAN ARDPLAN NON—ADHERING VINE ALLOWABLE GRADES Lu bi V) ATTACHMENT DETAIL 510 541 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS rOR PUBLIC WORKS CONSTRUCTION R�C.E. 24953 SHEET I OF I R.C.E. 24953 , SHEET 1 OF 1 CL Lu PLAN"IING NOTES z 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE (D CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND Fmm *A- SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND 7a RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE S NOT INSTALLED PER PLAN AND SPECIFICATION 0 co% S z uj z A Fkb n 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL %woof r% PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKPILL REQUIREMENTS. omm 3. CONTRACTOlk SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE V1 RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOUND FACILITIES. ob 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. Lu 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION' FINAL LOCATION OF ALL u, PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF mmw THE CITY PRIOR TO EXCAVATION. 0 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR His SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. uj FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE < AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. REVISIONS FOR CITY USE ONL� DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN PLANTING TRAFFIC FINAL CHECK DETAILS R/W AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE D CA Pp INITIAL DATE _MCA� \NIG L/ DRAWN CHECKED —NAME----- DATE gn ure 5 31 005 LICENSE NUMBER FILE tp ene a a CITY OF RANCHO CUCAMONGA of- n0N CL PROJECT NAME CENTRALPARK mum I a JOB NO.: 290-70 uu) SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET Trrl F DRAWN BY: CEH _7 ;% //000/ CHECKED BY: Lm 6 APPROVED DATE: 112-t�7-03 04 DATE COMMU NI*SERVICE DIRECTOR 3 i 71,P. APPROVED SHEET: 401 SHEET OF cq DRAWING L7,2 0 il C. 0 F oor_2�709,01�5)4 '670t4 P)aeoo_b�a I NO. N 0 R_____I C:) DATE RCE NO. CITY ENGINEE ol� =(k* C*4 qr% '"NTRAL' NOTE: -TUAL MAINLINE LOCATION TO MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,A0 BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. .......... .........: NOTE: A TRAC CON TOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL R K OBSTRUCTIONS THAT MAY OCCU14, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUTWITH CITY'S AUTHORIZED REPRESENTATIVE RANCHO CUCAMONGA PRIOR TO COMMENCING WORK. 01 ' p er and b 1-1 valve on ma'm ines, quick C A ou t I ine rf of th base, b*d-. Th ' 11/4 he m a'n I are pa e i ey a re n erence on y. 11 4 3/4 sh6-w ' for ref I RJM DESIGN GROUP INC. 31591 CAMINO CAPISTRANO 2 SAN JUAN CAPISTRANO,CA92675 949-493-2600 FAX 949-493-2690 WWW.RJMDESIGNGROUP.COM �SEE BASE BID IRRIGATION PLAN FOR CONTINUATION I r flon Lege 'd, Refer to Sheet L3 17 CONSULTANT: For the ri a i n 3 Water Calc I t* 93 D17 F r,the I *gation u a ion 0 rr 27 21/2 'Refer to'Shieet L3.1 8. 11/2 11/4 1 12 12*�' Emmons= 2 11/2 SUB CONSULTANT: Sweeney & Associates, Inc. Irriontic)�ri M%smion aL C:;c)inaultlnGj 38730 an*on Drive, Suite C Murrieta, CA 99663 -46H830 Fax.909-461-6850 Ph.909 3/4 E-mal laweeneyloearthlinket 12 12 3/4 \OOOOF 11/2 11/4 3" 3: 21/2 Cie 12 LU 2 D18 88 Uj 2 3/4" Fmom ;> r C0% Uj Ir /4 3/4 2 ;11/2 11/4 12 12 dOW 12 2 2 85- 0 2 2 0or 11/4 12 12 12 12 2 Uj ff U. z Uj 21/2 2 11/2 f 12 12 12 12' ......... 12 %moo; 2 1/2 3/4 0 10 20 40 3 D20 96 MEN-MOW 011' 2 LZOAD 12 LU 11/4" 2" 11/2" 12 12 12 12,,,' 3/4 D21 I h 2 6 3/4 2 11/2 KEYMAP 11/2 11/4 21/2 CITY USE ONLY REVISIONS FOR DATE DESCRIPTION APPROVED INITIAL DATE TITLE: 3 STREET WATEWSEWER 21/2 3/ ......m_z BID ALT. GRO/DRAIN TRAFFIC Q7 I R R 1 AT I N ............ FINAL CHECK PLAN ............. ......... AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE 0S CA P,6 INITIAL DATE 5 Ll DRAWN ....... CHECKED SEE BASE BID IRRIGATION PLAN FOR 66'N" I l N ...... gno re NAME DATE ...... 5 1 00 ----------- LICENSE NUMBER FILE ewc e k' il p-ft I 1 4-0% a e A T U N L U L U '"%IT%*f e"%F RA CU'AM' F CA ........... MENEM= PROJECT NAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER ........... ------- 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH .......... CHECKED BY: LM APPROVED C:) DATE: 12-143 COMMUNIT-�SERVICE DIRECTOR DATE Exp. APPROVED SHEET: SHEET 0 CD F NO 'to D RAW I N G L14 Ah F LBA9,1 C:) D;TE RCE NO. CITY ENGINEER CD CNI %mow** 'o hk 111ppp"o i r ' Fori Refe 12 ' 12 CENTRAL NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY,ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: .......... HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL CONTRACTOR SHALL ADJUST ALL LMMEF.A IONS THAT MAY OCCUk, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE OBSTRUCT PRIOR TO COMMENCING WORK. HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRE ENTATVE 164ka.- PA -!V e A "W ........... R K NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, RANCHO CUCAMONGA ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES ESENTAfIVE. CONFIRM ALL LAYOUT IN AND AS DIRECTED BY CITY'S AUTHORIZED REPR -SEE�BASE`BID IRRIGATION PLANS FOR CONTINUATION ............ FIELD WITH CITYS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. e� % V e All main ines, qUICK CO, P. .... ndb Ilval eon u 11/2 e rt of,.th I ey m in ine are, o the base b*d. Th J, e 1/4 f nly. RJM DESIGN GROUP INC are �shown: for re erence, o 0 H22- 31591 CAMINO CAPISTRANO NEW SAN JUAN CAPISTRANO,CA 92675 2" /44 H2 ......... -2600 -493-2600 FAX 949-493 ..... 949 �e ... ....... WWW.RJMDESIGNGROUP.0 11/4 �nd Refer'to' Sheot. L3.1 7 CONSULTANT: o e rriga io.n Legp 0 F9 3/4 66----- H24—, 34 _F_ r th , - I ........... 1/2" o a r Calculcit' t*I n 11/4 11 4 3/4 rriga F rthell , o W fe on 3 .......... fe t Sh: 'et L 18 Re' r 01 e 3/4 2 21/2' M_ —41 11 4" 11/4 Fl-21 . 11/2 F1 2� 2 e 3/4" 12 2 .".11- 4 12 SUB CONSULTANT: 1/4 3/4 11 2 12 4p 12 12 31 4" 31 2 12 11/4 11/4 12 3/4 .,3/4 Sweeney & Associates.. Inc. 12 el Irria % I muciiA 54smian AL 45copneumna 3/4 IVA 3 CONNECT TO ADJACENT BASE BID BUBBLER VALVE 12 3/4 38730 8ky Canyon Drive, Side C 4 0 Murrieta.CA 92W3 3/4 % Ph.909-461-6830 Fax 909-46FO850 -malb IsweeneylosarthiMmet E &D I 12 IA" 2 Y _77 12 CL 11/4 3/4 Lu 12 3/4 uj 1/4 SEE-BASE BID IRRIGATION PLANS FOR CONTINUATION 0 42 H25 9 1.5 44 H26 -.6 Z� 11/2" 5 H27 6 11/4 1.5 ee e dWAP 11/2 2 11/2" 11/4 11/4" 6 e, u 11/4 J el" 9 Lu .e LL. -el 11/4 el, 2Z,_ Ne 4, e uj 7- ;> 2 12 -40 _e 10 20 0 eee 3/4 3/4 I�03. % W e 6 3/4 e, e" N�, el 2 A g, MS-2-9- 2�, --------- �e le ze ........ k`YMAP NTS) A FOR CITY USE ONLY 'e, ....... REVISiONS z DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET J WATER/SEWER �e �i� �,e BID ALT. z; I GRO/DRAIN GA 7 \e, AT UN I RRI ee e e TRAFFIC ee, A e., -ee FINAL CHECK A PL N R/W AS CONST. e. lee ee, % �0 0, le e DATE FOR PRIVATE USE et REVISIONS TH ESE PLANS WERE PREPARED BY: 'A CA Pz INITIAL DATE NrG L �o if % DRAWN CHECKED C) NAME DATE s re 5 31 005 LICENSE NUMBER FILE enew ate OPT` 0`41F RANCI-l'u"N CUCAM(_)%NkC"7NA _ /111 Date 0,c CN�,\� PROJECT NAME CENTRALPARK 290-70 JOB NO.: SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD SHEET TITLE DRAWN BY: CEH q of ES%,� OSE LM CHECKED BY: APPROVED DATE: 12-fl;-03 c"I 1-. No, 24953 DATE COMMUNITYLSERVICE DIRECTOR c:) SHEET: N APPROVED C:) SHEET 41 OF, 0- jp��, P!w DRAWINGtjq LBA 02 ,Oo& OF c:) No. N c:) _DA7E RCE NO. CIT�ENGINEER 0% CN V .7,III0 CENr"RA IMATCHLINE ,SEE SHEET LBA-10.7 0 m mmi m m oil m m m m on v Oki, BOT NICAL'NAME 'SIZE, :NAME-COMMON QTY_ 12EMARKS A R mm T ACWILLE OMENTOSA 2'"O" O.C.- - - - - - S-1 WOOL Y:YA12POW I GAL, 189 RANCHO CUCAMONGA I -STRIATA WYBI21D AJ—OE=—2 —O" O.C. S 2'CORAL ALOE. I GAL. 80 too N —3 YOGNE,WUEGELII- 4'—O" d.C.as a'. ole S BLUE WIBISCUS 36 op 0 GAL.01 BUXUS MICROPWYLLA JAPONICA IOF 31-01, O.C.10 S-0 , JAPAN ESE BOXWOOD I GAL. 313> IICUPWEA WYSSOPIFOLIA I GAL, I'-6" 0 C.S'7 —12 ALSE WEATWEE 105 oso OF aRM DESIGN GROUP INC. 0 I all M TENAX 'DUET' 538 ....... to PHORMIU a a I GAL. 2'-Om O.C,, 31591 CAMINO CAPISTRANO IS ICN aSAN JUAN CAPISTRANO,CA 92675 949-493-2600 FAX 949-493-2690 of Nl Pa. 0 WWW.RJMDESIGNGROUP.COM WEMEIZOOALLIS,WYBRID-a of GAL 2, On O.C. S 12ED FLOWEP s lop —12 E'7=10GIZEEN DAYLILY' to 60 0 EV 106, CONSULTANT: +so sees 0011 as all, .......... WELICTOT12 M 90 ICWON S 2'—O" O.C. ....... 1 GAL. 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IKEYMAP WS)S.Ga-E-.� -EA5 E M E N NOTES 105 Iif$fi`ia�;a Ott sets sees FOR CITY USE ONL� REVISIONS losses$$oo#isq so$$Olaf _(DALL PLANTING SHALL BE IN ACCORDANCE V41TH LOCAL GOVERNING AGENCES.�s IDATE DESCRIPTION APPROVED INITIAL DATE —TAIL SEE SHEET L7.1 L7.2. TITLE: FOR:PLANTING NSTALLATION NOTES & DE STREET 1< ------- __j WATER/SEWER ALL71;?EESA0E !O'HAVE' STANDARD FORM AND ATCHED SIIZE/BRANCWING 26010464 so 90*0$see$4400$Is goals $#a$$$ P------- CHARACTERISTICS ER SPECIES. GRO/DRAIN TRAFFIC BID ALT.HE QUANTITIES SHOWN-ARE`POR'_P6FEI2.EN(Z8,'ANb BID COW,ARISON PUI2POSE_ FINAL CHECK OR CONDUCTINGr WS'OWN SHRUB PLAN ONLY. CONTOACT012 IS RESPONSIBLE F AREA R/W ------------- TAKE-OFF -AND UNITS COUNTS.Ia I I a I a AS CONST.a I a a 4 0 I IN A1= ALL,SHRUB A01EAS�SHALL RECEIVE'A,,3 LAYEIZ:OF,IL-11VIII T IBARK LANTING DET) SHEET. IMULCH,SEE SPECIFICATIONS,AND. MULCH- 111ijilij 11111111 Jill 11I oi I 11 HYDROSEEDED,AREA SHALL NOTRECEIVE,BAR THESE PLANS WERE PREPARED BY: FOR PRIVATE USE OF VVORK REVISIONS DATE-D:AS LABELE ON PLAN: t CA P,6 INITIAL DATE \NG L/ T [ j2EPRESEN OUTER-VENT SURROUNDROOT'BAIVIERS, BY VILLA, DRAWN LANDSCAPE,PRODUCTS, NO. (714) 630-3180., INSTALL AND,CONSTRUCT'PER CHECKED CURRE'47' MANUFACTLOtER'S.SPECIFICATIONS,(TOTAL 86VOOT,BARRIERS) NAME DATE gnu ur FOR 15 GAL LICENSE NUMBER SING EECE 18"�X 7V FILE new ce C-0 SINGLE PIECE 18"'X 108 F012 24",BOX BASE LIN=_,,��UAD SINGLE PIECE 180'X 15e FOR 36 a B CITY OF RANCHO CUCAMONGA--------------- + A WN OUTSIDE FOR CLARITY ONL Y.-------------- VINES RE SHO OF',PLANTABLE AREAS,+ __PA__R U U CONTRACTOR SHALL,INSTALL,ALL VINES WITHIN PLANTABLE AREAS. CENTRAL )v PROJECT NAME 49 +00 JOB NO.: 290-70 4 �+ O SENIOR CENTER AND COMMUNITY CENTER LOCATION OF-AGRONOMIC:SOL TEST PER SPECIFICATIONS. 11200 BASE LIN ROAD SHEET TITLE DRAWN BY. CEH TREE FEEDE52:SYSTEM (82 TOTAL) CD REPRESENTS WANIE, 3000 12" UNIT TREE FEEDER,SYSTEM BY WANE WEE I 4 CHECKED BY: LM SYSTEM q (80),90-1060. INSTALL PER CLIRRENTMANUFACTURM'S APPROVED CD SPECIFICATIONS. (WWW.WANE300O.COM),, amc�b M DATE: also DATE COMMUNITY SERVICE 151RECTOR U APPROVED SHEET: done SHEET OF 6t 0 0- cp CN DRAWING'Iel 19gf`AOF_ LBA10,1 c:) I NO. N 10=00 domm c:) DATE RCE NO. CITY PNGINEE= 0*%PA magnum= 9111mmilm I'll 11,11 III I IIS-RUB =—G150 0 CENTRAL LB BOTANICAL NAME 0 ONEW! TY MARKS COMM N NAME SIZ RE 'O ACHILLEA_TOMENTOSA- 2%,Ow O.C. CIILI 0 WOOLLY'YARlROW I GAL.' 189 0 _q ALOE STRIATA HYBRID -O" O.C.s0 S-2 CORAL ALOE I GAL. 80 move, 90+ to-11.1 ALYOGNE PUEGELII 4f.60 O.C. +44- 44 1-"+ s I sli+�_1+ _+ 4+ * * * -_4 E HBSCUS I GAL., 36 lose still S3 4+ 4 4i- 41- 4� 4+- 4 ,at a BLU - 11 Ir Ir L. P—A BUXUS,-MICROPHYLLA JAPONICA* 4F +- as 4 4+ +5_-,��-+ -+Fl ii- -+F too. / &-5-4+ -+ JAPANESE BOXWOOD I GAL. 313 , 4+ - 44- 4+- 4, 4 4�- $ & 0 A R K 44- 4+ '44- CUPHEA, HYSSOPIFOLIA I GAL. r4s, O.c,_ATHER of sees$ S-7 E RANC140 CUCAMONGA FALSff H 105 go all 46 44- 4i-"4+ —NAXDUET',0 IHORMIUM TE GAL. 538 0 2'40" O-C up S-6 � NON—12 PEMEROCALLIS'HYBRID I GAL. 2-O" O.C.*4+ S EVERGRE15EN DAYLILY 106 RED, FLOWEP WELICTOTI*ICWON SEMPERVII2 NS Z-O" O.C.I GAL. toS13 90, BLUE )AT G12ASS-+F ..'I z z z JUNPE12US CHINEN81S,'GOLD-COASTI z z z T 2 0 so I I GAL.of zllz� 3-15 OON 264 gets RJM DESIGN GROUP INC._NSIS 31591 CAMINO CAPISTRANO LANTAN NTEVIDE st AMO' I GAL.Its S S-16 TRAILING-LANTANA 90 SAN JUAN CAPISTRANO,CA 92675 too S22 ftoo as 949-493-2600 FAX 949-493-2690 6 so $0 $ ,poll Is' =NDULA DENTATA WWW.RJMDESIGNGROUP.COM a, 6 gLAVE -1 GAL,—NDER F12ENCH LAVE 0 .% lls a 82\z S-17 so a$4 a CONSULTANT: II,0 less to Is =SE PRIVET LIGUST12UM JAPONICUIM I GAL. 2`6 O.C. Is, 164 S JAPA, NF 1223 + 4 4 4 4 Ii+ ir -rr Negg* oil to, PHORMIUM TENAX 'TOM THUMB,o 0%- _O" O.C. + ly S-21 DWA12F NEW ZEALAND, FLAX I GAL. 105 2 IPITTOSPOPUM TOBIRAVARIEGATA' O'C.l II GAL. 4 S-22 NON 1340 IURMIUM�T. 'MORTICIA:S-23 I GAL. 3-,-O" O.C.sL NCN 59, 4 9 to PHO12MIUM T. 'VA121EGATA'S-24 -37 I GAL. 3?—O* O.C. �63 122 NCN SUB CONSULTANT: i:37 01* RHAPIOLEPIS INDICA 'CLARA' 3,-Ow O.C. I GAL. 44- * 44- s( _�5 � 11 -1 1--- ............ it �ss III'. S-26 INDIA HAwHORNE 449 4+. s ,so's else, 120SA FLO12OUNDA 'MA12MALADE SKIES' S-28 aGAL. 3'.&O" O.C. to 63 ROSE 419 1 120SA MEIDILAND 'BONICA' MEI'DILAND 120SE GAL. 3',;-O"l O.C. S 32 0 0 _IDILAND 'CH ER 120SA ME RY MEIDILAND' 0 Ois to$ S-30 MEIDILAND 120SE 21GAL, 34 3# Ow .C. X >Z� XX XX XX ROSA M -IDILAND C ORAL MEID' ILAND E x 4' so$. XX Z, XX XX XX �GAL. 3";-O" O.C. 'I 8 z x S-31 MEIDILAND ROSE 1549 120SA MEIDILAND 'PINK MEIDILAND iA GAL, 3',-O" O.C. —32 S MEIDLANb,'ROSE 4 120SA MEIDILAND 'SEVILLANA` Isells s9,GAL. 3' 0 O.C.—33 S ROSEMARY 44 594 79 NGWOOD, INGQAM is POSMA12INLJS OFFICINALis 'COLLI 3!�!O` O.C. ROSE AL. 125 MA12Y LLI x x x xxxxx:x xx , , TULBAGHIA VIOLACEA —6" O.C.44- + IG UQ r2l $all a, Is. I'x S-36 I'll's x x x x x&-22 x SOCIETY GARLIC I GAL. 360 22-+F so$ >ACHELOSPERMUM JASMINOIDES uj -H- -W Tk —6% O.C.S-37 S_ 'A tsTAR J SMINE I GAL, 9904' %woo; (n 5 =EN'sPHORMIUM T. 'MAORI OUL _O" a S-42 31 - 1 I GAL. 446 moo NON Zb Iow Pvvvvvvvvi _NTILLA F, 'GOLDFINGE12'all z c0%POTE Z�6" O.C. 'vvvvvv S-43 v v v 0 I GAL. 156 CINQUEFOIL lots—37 uj all It -ft. 1 I's r231 %Nor 435 dims 8-37-4+ 4 ly itsow 2 ao <�2�44- 79 4+ _f+4+-\44- AY r4 5 NX44-_+4+_i 4 4+-- q A7 It-22:S 6- 6S uj �;7 * +F 4i-* -+ 4+-444- 9 /4 4+ 4+-/44- 4� - u,I /+41*-+i-* 0or Ade. 26>-22 116, 4- 4 UJI —22 cz II00 24953 r -35211 ,+F� 59�&37 _e :�x-tt, 45 P_ Zl/4+ —22 42 0.1001 44-+4 4 I24 A. 60 Lu 4+/-++41 4+4- 4 4 + * *4+4- 4 4+� 4*i,- 4*+- 4+- 44- L + 44- - -+F - 4t- 4f, 4+- 41-F 44 - 4 4+ 4+I62 ) I44-,.+ 44 S 37 25----------- I............ Lu WNTS 27 FOR CITY USE ONL� REVISIONS.............. ............ ......... DATE DESCRIPTION APPROVED INITIAL DATE TITLE: -10......... 20 STREET 40 WATER/SEWER OTES ------- GRO/DRAIN............ -PLANTING SHALL BE IN ACCORDANCE— WITH LOCAL GOVERNING AGENCIES. IALL BID ALT. ...... TRAFFIC .............. F012 PLANTING NSTALLATION.NOTES DETAIL SEE tHEET L7.1, L7.z,, FINAL CHECK SH RUB PLAN ......... R/W>D F012M AND MATCHED�SIZE/812ANCHING .............. .......... ALL,TIZEEaS ARE TO,HAVE STANDAIZ AS CONST............... �THE QUANTITIES SHOWN:Al2E'F--OR PEFE12ENCE ND,BID,COMPARISON, OSE THESE PLANS WERE PREPARED BY: FOR PRIVATE USE ........... ONLY0 CONT12ACTOR IS SIBLE FOR CON REVISIONS DATE .........- PuR,...... .......... ------ DUdTING HISOWN AREA....... SCAPe INITIAL DATE S TAKE—opF AND LNrrs COUNT %� L LAYER,OF DRAWN-SHR AREAS $HALL RECEIVE A 3 ALL Le(j BARK EE,SPECIFICA`TbNS_AND NTNG'DE PLA TAIL SHEET. CHECKED HYDRA ... ........... (n DED AREA SHALL NOT RECEIVE BARK'MULCk Ln S E + NAME DATE AS LABELED ON PLAN........ EA EN 1200T BARRIER I 00i ....... LICENSE NUMBER F11 F Lp newc —0 OU A REPRESENTS INNE TER VENT SURROUND 1200-T,8ARRIERSBY VILL ...... A ate LANDSCAPE PRODUCTS 8 NSTALL AND�CONSTRUCT PER INC. 0 (714) 6SO-31 O.� ...... CITYOF RANCHO CUCAMONG------- CURRENT MANUFACTURERS SPECIFICATION&--------- (TOTAL 86 ROOT BARRIERS)...... CL ....... ECE,18" X 70t PROJECT NAME CENTRALPARK SIN GLE�f FOR 15,GAL. JOB NO.: 290-70 FOR 24 E30X SINGLE PIECE I& x 108 SENIOR CENTER AND COMMUNITY CENTER---------- SINGLE P EOF tT X 156* FOR 36m BOX ------ 11200 BASE LIN ROAD SHEET TITIF S VINES ARE SHOWN OUTSIDE OPPLANTABLE AREA F012CLA12ITY ONLY.PLANTABLE AREAS.CONTRACTOR SHALL INSTALL ALL VINES WITHIN V. LM c"Im APPROVED C) LOCATION OF AGRONOMIC SOL TEST PER SPECIF9CATIONS. CN DATE: 7-7...... T12EE FE�DER SYSTEM (82 TOTAL) DATE COMMUNITT'SERVICE 61RECTOR C) RE5DRESENTS W AN.E. 3000 12' UNIIT TREE FEFEDER SYSTEM BY WANE TREE ORK LIMIT OF VVOQK SHEET:SYSTEM 0 (813) 961-1060. INSTALL PER CURRENT MANQFAcTuR5zS APPROVED CD spEcifgcA-noNs.,(www.vqANr=S000.com SHEET -4-1- OF 61 DRAW N INGIL LBAI 0,2 CD 9_//-1/05 1 0..Well L DATE RCE NO. CITYENGINEER uo IIENTRAL IINONE MATCHLINE -SEE SHEET LBA Lq IELM. _.wo am so ME ME mm No Sim Eli im m ON ME IttA R K tSHZB L-GEND NOTES RANC140 CUCAMONGA E30TANICAL NAME IN ACCORDANCE-WITH LOCAL GOVERNING:AGENCIES.REMARKS ALL PLANTING SHALL E3E OTY SIZE COMMON-NAME'TOMENTOS�� EE SHEET L7.1 L7.2- - - - -- - ACHILL �,—Ow O FOR,PLANTING.INSTALLATION NOTES Z DETAIL S 189 WOOLLY YA1212OW I GAL.IIMATCHED SIZE/ERANCHING ALL TREES ARE TO�HAVE 8TANDA12D FORM ANb IATA HYBRID �_0`1 O.C. dPARACTERISTICS-PE3Z SPEC tES., IALOE StO` I'I-GAL. 80 ,CORAL LOE� IIE31D COMPARISON,PURPOSE ENCE AND WN ARE THEOUANTITES.SHb , FORREFER CONT ONLY. 12ACTOR IS,12ESPONSIBLE,FOR'CONDUCTNG HIS OWN AREA 4—00 O.C.GNE HU ALYO EGELI1 S-3 Is I GAL, 36 TAKE-OFFS,AND UNITS COUNTS.BLLIE HIB CUS OECEIVE A 3A LAYER OF ALL-SPRUB-Al2EAS SHALL I -SPECIFICATIONSAND PL BUXUS-MIC1201PHYLLA,JAPONICA S—Os O.C. BARK MULCH SEE ANTING DETAIL SWEET. P" DESIGN GRO JAPANESE,-'BO , OD HYD12 D AREA SHALL NOT:RECEIVE BARK UP INC.S I GAL. OSEEDE , MULCH. 31591 CAMINO CAPISTRANO 1200T BAIMM AS,LABELED ON PLAN, SAN JUAN CAPISTRANO,CA 92675 0-, CUPHEA HY$SOPIFOLI.A I:GAL 1';�;60 O.C.-7 949-493-2600 FAX 949-493-2690 VENT SURROUND Sr 105 ,,FALSE HEATHER ROOT- B '015�S BY VILLA BA12 ea:v�SENTS INNE32 OUTE12 WWW.RJMDESIGNGROUP.COM IILA CAPE PRODUCTS, NO. (714)'630 3180. INSTALL AND CONST12UCT PER C LN PHORMUM TENAX 'DUET' X&T'MANUFACTURERS SPECIFICATIONS.I GAL. 538 up NCN-- ROOT,BARRIERS) CONSULTANT. (TOTAL -86 ISINGLE PIECE 18" X 70! FOR 15 GAL-On O.C.HEME120CALLIS HYBI21D I GAL. SINGLI5 PIECE 18" X108' FOR�24" BOX H2 106 RED F=LOWEQ FOR'36" BOX'S EVERGREEN DAYLILY SINGLE PIECE 18" X 156 II -01, O.C. TABLE AREAS-f=0;2 CLAWY ONLY.-NS TO1121CHON,SEMPERVII*E VINES ARE SHOWN OUTSIDE OF'PLAN IHELIC I GAL.S-13�, WITHIN PLANTABLE AREAS.-90 BLUE, OAT G12ASS CONTRACTOR SHALL INSTALL ALL VINES t1z z N 'GOLID COAS7 z z z z JU �1_00 O.C. LOCATION OF AG120NOMIC SOL TEST PER SPECIFICATIONS.NIPERUS CHINE SIS I GAL.,S15 264 7 Z,-7 -7 -7 9, TREE�FEEDER SYSTEM (82 TOTAL) BY WANE TREE LANTANA MONTEVIDENSIS I GAL. 4—Ow O.C. REPRESENTS W-AN.E. 300012". UNIT T12EE FEEDER,SYSTEM S—_16 TRAIUNG, LANTANA 90 SYSTEM 0 (813) 96HO60. INSTALL PER'CURRENT MANUFACTLOW12 S(WWW.WANE300O-COM)SPECIF90ATIONS LAVENDULA DENTATA I GAL. SUB CONSUILTA S-17 FRENCH:LAVENDE12 82 III1/1� LIGUST12UM JAPONICUM I GAL. �'-6% O.C.S-18 1223 JAPANESE PRIVET-NAX 'TOM THUMB'PHO12MIUM TEE —01, O.C.I GAL.F N EALAND FLAX 105 PITTOSP012UM TOE3112A 'VAk GATA' I GAL. 4'—Ow O.C.S-22 1340 NON PHO12MIUM T. MORTICIA' I GAL. �,—Of, O.C.59 INCN, I:PHORMIUM T. V ARIEGATA' O.C. II GAL.S-24 : 122 IIINCN "A —01, O.C.RHAPIOLEPIS INDICA,'CLAQ I GAL.S-26 WTH 449 II120SA FLORIBUNDAMARMALADE' SKIES' 01,G A L. 81—OW O.C.63 ui 120SA MEIDILAND-'BONICA'—IDILANb ROSE S 29 ME 32 F IROSA M81DILAND 'CHER12Y MEIDILAND' ' GAL, 56-011 Ot*S-30 IMEIDILAND 120SE 34 IIUi < XX XX XX XX x........... XX XX XX XX S-31 ROSA MEIDILAND 'CORAL MEIDILAND -IGAL. '549 —ope 01-C.MEIDILANO-ROSE Icle U IM51DILAND 'PINK MEIDILANDV_ C GAL. oO" 0 I-32 43 MEIDILAND ROSE ROSA M51DILANDSEVILLANA' SI-011 O.C. ItS 33 DOSEMA12Y 44 UJ ROS AM' �uoa, O.C.U;) MARINUS OFFICINALIS,'COLLINGWOOD IN GR------- S-34 ROSE—M,AI�Y. I:GAL.� 1251 ,II x x x x1x X, TULBAGHIA VIOLACEA 6" Ix x x x x O.C,-S-36 'SOCI 360 :x x x x x I GAL.x x x �x x ETY GARLIC '- to I-S TRACPELOSPERMUM J DE ASMIN011 S-37 STAR, JASMINE I GAL. 9904 I7r I tPHO12MIUM T. "MAORI QUEEN'S-42 I GAL. 446 NCN ITIM vil vvvvvvv —6* O.C.v POTENTILLA'F. 'GOLDFINGE Lo I GAL,S-43- CINQUE I2i!IE tIuj IC u,IQ* uj IICy. t0 10 40 IIIIIIIuj tItIcem ifoolosiself off as$ ovelpeollive . ...... m I . ..... .472 8P XA Mu oe FOR CITY USE ONLY REVISIONS II14 lot ofessallsols$00 lasoll 11settle 480009920191 gas IAPPROVED INITIAL DATE IDATE DESCRIPTION TITLE:STREET ------- 499�, WATER/SEWER II------ GRO/DRAIN ------- r265 : ............ BID ALT. TRAFFIC S.C.E. EASEMEN........... ------- PLAN FINAL CHECK ISHRUB Ab CONST.S-42........... ...... ------IIS-1 THESE PLANS WERE PREPARED BY: REVISIONS DATE FOR PRIVATE USE APe IIINITIAL D �u L/IDRAWN ICHECKED NAME DATE ILIMIT OF WORK ,'" I I 5 LICENSE NUM11R FILE ewo ate IIICITY OF RANCHO CUCAMONGA A-"'-E LINE POAD B �5 ------------- I........... ...... ...... PROJECT NAME CENTRALPARK JOB NO.: 290-70----------- ------ SENIOR CENTER AND COMMUNITY CENTER 1200 BASE LIN,E ROAD DRAWN BY: CEH SHEET TITLE LIM......... CHECKED BY: APPROVED DATE: 12-1,7-03 C'4 DATE COMMUNITY§ERVICE DIRECTOR C:) SHEET: N APPROVED 0 SHEET OF 0k_ low*CN 060 C:� DRAWING LILIG.-OF NO.aC:)DATE REE NOLO�' CITY ENGINEER C14 . . . I I I .1 I 1—` I I . - 11 ,, I� I I I I - I --- I � � I �I , �I ,, �� ,, � I I I I �-1, I - -1- - I-11 "I I 11 1�� I I I I I 1� - I I I `I ,, I I - _ � , � I I I �I I I I I z, �'�� , I . I I I I I 1, I- I I - I I 1. 11 I -1 � � " " .: , � 1, , "I I � : -1"�� I I I I I I I - .- ,� ,. �-,, _ ,- - ,, �� I ,_ ", I I I . . 11-, I I �, 11 I �, I I : ,I -,�� 1�-,, I-1 ,- ,�" �__ - - I I *1 , I I I . I � I'' - I � .I,-,, ;1, I I I 1� I I I I - I I I ___ I - -- __ �- I I �. . . . � � I . . — --- ; � . I __---- I — � . , I - MENNEN= I I ill i I , I I I I I I I SHRURLEGE�Q, � 111 - 1 I _�________ ____ i I I _w_'1NTRALw_ I I I , � , , __ , � c� I I I 11 — h � I BOTANICAL NAME I I - c � I I I . e � � �, ' I I It;= I � I , � �,' -, 11,1�11__ %'� % , I I �, � I ,,'� " 1- I- " �_, ', - I 1, 11 I 11 '� �� - - 11 � � � i, '' , � I f , 0 � ME I S QTY REMARKS , I- . I a I k � t � `,-, 1, � I , I" ,I �, � � I _,_ 'If I 1, � - ,� , � � I � I , - - - � � �� , ; . ", ,� � f I - I ''.I �� I � _ _ I -I - -0* O.C. I I , I I �, I — ,2'! 1� I I 1_1__,__11_,__, I "I - � � ' % -, � _ _ - _ S11 ill I I � - �, I -,, � I �� , � �, � I - - � " � , -, �, '1� � '11, � � �, � I '� r I � � � " - I I , I I OOLLY YARROW I GAL. 189 -"I 1, , " % , I _�,,� 1� 1. 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'VA121EGATA' I GAL. 31-01, O.C. ,� I I I I � , I - 11 I I- � I � � � 1, I I * * - 11 . 1, ,1 I"� � �% ; ' ' � I .11 ; NCN 122 1 . 1, I , I � I 1, � * +)_ � _+ � �� , 11 I � , 1� . I I . -1-11- 4'4+,/-, `_��% - -I-�_ 1. " ** " I' ll, I I �l., 1, ., I �� 11 I 11 � ,� I � _* SUB CONSULTANT: I 1 - 11 -' ' . I' ll, � * 4 1 - - 11 -11 "I I L�,I""�, I I 11 I " ; I I'll I - -I 11 - 26 4 * _w -ft I 1-1 - "I �, � �', �. � I L � -I 12HAPIOLEPIS INDICA 'CLARA' I - I ::� , ,-, it- _w 7 - , � I % I � :� - ' I I I I I GAL. 3'-O* O.C. -1 I 10 * 1.,I-- � I �1� ,,� I � I �, 11 I - S-26 ' - , - "I I ' 'I � � 1 I � 11 I � I 4 I � I I -�� I I I INDIA HAWTHORNE 449 11 I I I I I I I I I �� I , I " I I I I - - 1 �1.4++,* +_/ - -11 11 � I - - _* * 4. -W 4+ \ S-22 . �.� I �, , c'll � I -1. � � (31 1 1 11 -�'.. , I I I I , I ; I " --- 11", I _+ + / "I I., - - - - - - I �, �, I ." 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I 11 � I � 11 I * _f+ -11--, - '\ � I ____ , - -1 1-111.111,__ I ��/ ,,� I I " I � , � - I " � -29 2GAL, 31-011 O.C. , - I I I I I I � .m 1-1, , � 11 . I � S " " - � __ � 11 �� ,; I . � , - 1". � I "I. - �', . - -1 _11-111-1 .11,-1- _ I 01, _ - 1,I",�, -_ / -+ * __ --1 , '__ 1. , I I �I , I �� 11 � � ROSA MLIDILA I /j I - I I ___-1_1--11--1_- _+ __ ",_-, _�� . 11 7 \\ � � 11 :1 . I MEIDILAND ROSE I 1 32 1 + 4 � �� y - �� I I � �"11 � � I '' I I I 11 I I , i I I i I I— � _ ,S ' t -1 ,� ; , : I __ ` I " _ , 1___1 � I � — __ - I �_- .---- _R`___*_ %, I I I '__� I � / \ 1, -, � � � � 11 ): " , I -- : . I I - I 11 I I - I , I _F I -1 I - . I I � I I I ,'� I +F I , I I , � I I I I I I I , �,, - * _+ 4 I- I I , I �� I I. � 11 � I ____ I 0. - I � , - � � ,�,o I � . I �_,I an � 4 1� ^-7 _4 � I : � 11 _11-1, � : .1 I I.1 I I . 120SA MEIDILAND 'CHERRY MEIDILANV I I : I � I � I I * .+ * _+ I . � I I � ' ' I " "'�"" IS-3 2GAL, V-011 O.C. I .�, I p * _+ _+ * * ,I S , . :, I�11 ! � "I 1 __-&E? 0 MEI 1 34 � . , I ,t,_i DILAND 120SE , - " 11 +- 4F -ff- -+ _+ _* I I I , � 2 -.11- j , I � I 1"� "I 11 , � I I I I � I I - — z * _+ * 11 � �� 11 , I ,11� �, , `� � � I I I , __ ____",� - , - ,11,-11"', I _ -71, - - _-1.1-, _-, __ - _" I , � '� -,- � I I . g ,� I 11 � I I I _ � I � I : I � I I I I i I I _11 I � c I � f ! I , � � f � I � I I I , -, , � ', --1, , I � ; I I 1 11 - 11 - 11 � I I _1 11 .1, -1111.", � .� I - � I - 1, , .1 � �. � I I I � - I 0,41 �', _ I_ � � � � 0 - -, .'I- I ,09 ""I �,- ��,11, I �11 -1 I : 1. �� , XX XX >z< XX XX ROSA-MEIDILAND ,'CORAL MEIDILAND 11 -1- � � � � ,- 4 1 � � , , , I I I - I I I - , � I I I 1�� : � I , . � - . : : X )�I 'xl I I -, 4,11 '' " I I.- "" � I � � , I � e% 31 MEIDILAND 120SE ' I 2GAL. 31' 0" O.C. 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I I , , xx x x x : S-36 I'-6" O.c. -1 1� 41, sississill "I _-, � __,.,_,__, -I , _� � I " 111,- I � 111 I I I I - -1, , I mmi MENEEW � - - , � - . � � � I � I - � - __._ - 1-1-1- �, I 11 I .1 . I x x x x x - - $ a , - � I I "", � I I � '-,, , -TY GARLIC I GAL.- 360 . Ar - I \X � I Fxx SOCIE I , - - 1; '11-11 I , � , � , _', -1-1- . � \X -11-1- '' 'I", __11___� - " 7 �, I , 1, � � I I I ;� i �6 1 1 1 � I ' 'I I � I I I - - � ill. 11 11 - . I-- I .. - ! �, " , ; I �, � i � I I - 11. 110, - \ " 1. " - I " I I I I , , � , 11 I I I i . I . - _11 : _. I � ',I � � 1- � �...7' .1 - � 11 " , - I I - I . I --1 11 I I I I 9 _-A �1'111_____-1 I , I- �, I .. �� I __ - - I I I 11 I I � - 11 A4. tq v I A-_111 _.- __ -,.-- -_,_ , - "1, "I 4 1 1 - , I .", - ___- 1, 1, ,� I I - to �,__ - . 11 � � : I I I I I �, __ - � � 11 �, � � I - I I I sl. - � - I I �� . I �, I I A all -1, --1--- - 1� I" � I , I I I I . Is - I __ __ , _.- �, 1: m. .1� ,� "I, : -1- I ;_ � TRACHELOSPERMUM,JASMINOIDES, 1 -6 O.C. I \ .11111 -, _ -11-1-1111-.1 - 4- " I . _ , �� 11, - I I :: I I'', � � 1 -37 1 I' < < Usti 4i E '& . 1-------� 1-1--__ I _�' ; / �, I � S I I I I GAL. 9904 r 1% - I— � - � - I � .1 -1 � ---------3 ,� I c I . � � STA12 JASMINE � I I'll I � , I - I I I I , I � I , I I . I I I � 1, � � '' 4 I I I" � � ,I � I I - I — ' G'b s / , � I t # co I 1, " �,, I � # I 1�\ � �` It si — " " : � 11 ; "I I I , CL (D %ilitj I — I - I I I 1, - I �,�. 1`1 .11 I 1, I I � � �, � : ___,�, I I I � -, " � . - "I 21, � � � �, � f N I I I " � a, sas � - � - " � � I ;m m - -". , 75 1 ;� 'I-, I I , " PP012MIUM T. 'MAORI QUEEN' I I I I 11 z � �, I I , , I - . - � . � - --, � I- / ,�\ ., - ____ "ll i I �,� : I I I 11 I I * r I �_ -11, I - , � � - , -4 1 1 1 1 -07 r" "I ,� � I-tsill I : 11 11 - S 2 1 � I � S-22 I I �, I � ; 11 � � I ,_ 1 3' Immum I - I I I I I I � � � , I - . �, � I I � � : � I I I I 4' mom I I - 4 I -4 , I I I � I I I � -, 1, - � � I . ; � 11 I 6. I - I I , I 1, : I ' 001" _ Is .,, - . /11 - - � I . : � , I I . I I I mogamnEwir -.11 , I I -1111� " , ., � I I I I � �� I I I , I � I I -1 -", C==== I- a's Ists 1. --1-11.11- --1-111-1 " ,.� it-,- �, � " ., I I , . I 01 I I 00 - I-- - - _,� " 11 , - � I �.I � I :, a's 11 1�� __, "I I -Al I - �� 11_ I 1, I � �� I vvvvvv v I I __ �, I - - - I ... ....... � e.", 4 O'N. - 37 � ,,, I 11- 11, 1- -, �- "_� I 1, � �� NCN : I GAL 446 � - Fwwm -7 'b- ":0 I I 4 e -, "I - r3 0 . I I . I I I I - I ,__11 �� I I �_" I a 0 a 1-11-11-1- -1--, �� I.- I- � �' 1� � I . .-, POTENTI LA F. 'GOLDFINGEO I - I a O.C. AeL 0 r-mm , 11 __ 1, '_ T " I , I .:8 , ,�, ' I 1 2'-6 r 1. I � ��,� - & a's I I ,_ �, , - ,,� �1. �� 11 " 11, -43 1 1 1 1 , _1 "i . .I _ ,-1-1, "- I.,- I - - S " � . I - \ 0%I w .1 \ I" � 1 ss�,-A�22 . �,I . : � , , I � "puy'I's-ii, S I GAL 156 MENNEN= I . � - I - , � I lommomar " I ,111111111 to... I __11-11 ",-, - 1-11.-......... 11, �, , ,I � " � � - I i . . I � I -1 I I I I I � I I I 5 > ___ I - �, _� � '_ 1� I ; I I I 11 � __', 1, I . I I � : I I z I 11 � I I I � � I I I I I !" , �, %� �\.sgl' is _1 -11- -, 11 ,-,"'"11-1- I " 0 ------\S-2 � I % , , �, . 1 .,11 ui I CINGUEF:tOIL I I I , , , __ -.... I . " j � .. "I � ; , - - -, : I � I I � 2- ON ils/ "I �, �_ -1 '� i -1 ,I � I I I Z. , - I I I m __ I "",-,______111-__ �', I : "I I %�, I I" - 1:19, 1 � � I I I _� " I; "" ,; D � � ti,I K;".D t-mi Z)�=',;=). I I I I I 0 " I I UHAW/Au I=kl, I I , , � I k�� - I I ,y� 1�1 I � --1, I ; I rl�j I I I 1, I I I I I I I I . omp vp � I � -7 ,'' - . � 11 I I. � 1, 30 , -1 1, , � -,,- ,- � / c � I I I ''I I I sill A issisill "' \ Al-, � � .. � ; , �� I I I I I I I I I I Is All all -1.11 '_ 11 I 11 � . � I . - z I � - I I - I I — I I �I I � I I QUANI -ERENCE A %kaww I ---\ - 11 - -11, ' .as as' I - _11-11--, 1'�', I I � � - :D I _ .,, - �11 "" 4+ 1� � t ; i / �]u I TITIES SHOWN ARE#012 REF ND BID COMPARISON PUPPOSE , - I � �'11 z z % � ,, I � I I I �, I I - I- I � � 11 , I - � -"%%- �_, __11 ------- \ � I .It, 1� % I . � I I I ii is is, I 11 �, . I � � i ,.,,....r, CONTRACTOR IS RESPONSIBLE F012 CONDUCTING HIS OWN AREA I _;w . .,, 0 I �' I � __ � I I � I r It � I � I I I ^ __ I �- " � ; 1� / I > _,�� : ( I I 41:k ..O000w I I , 44 , TI-,IE 0 1 0 , I D 10,01 � - 1, 0 a � �1. � " � I __� I � I I I 'll I I I �, 4 . I I.- -I- i I I � � TAKE-OFPS AND UNITS COUNT8. I - I I I _44Z., \/ �� I Is .01 It � � i - 1, I I I . I I I I I I r. . 1% "I-.1- � 11 � ! I I I I I I I I I I I is " C==== - 11011 4, I ,I I I 11, I I 1, - ,%NO, I � � I I I I ' - '' I I �.-- Mo � I 11 I I � I . .� I Alow"al ' I I I I � ..IPWOO � - - 1-11� 1 � I I- I - --%a.- - I - � I - � ,I � < � -1 I I I I � 00, ,I �� m", 1 7 � i a I is _1-11-111- ,I / �� " ( RECI�IVE A 30 LAY5;? OF I zr mom � I � I., is. .,, -1 1- / � I- I � z _11 � . sissi ALL SHRUB AREAS SHALL � I I-- __ - : � 'I- - � I ' < . 4 " : � I i ,,,,,,,, - 0 It, ._f ,�,�� -,,-- 1+ � c � � �, � - sillo - � '�, - I I � �', � I l -3 9 so, / - ...�_,�", .. I � I � __ � I BARK M D I I 4 1� , U C:H SEE SPEC09CAIIONS AND,PLANTING DETAL SHEr=T. � � , I I I ' __ 40 I � ` � __ I I I I -1 ; �� , : , I I E ED AREA SHA I . . I I I itis - . . I - , � ,. " � I I I 14YD12 I I I 1 SINEW a -1-1-1-1-11, _____1.1 11 - 1-1-- 1�, 11, ,.1. - 11/ - "' z _,_ �___i 0, ;Eg LL'NOT RECEIVE,BARK MULCH.- r 1 ,om%, rp - .1 - - � -1 � a 0 /$a. - _" I- - � " 1. I I coo 4" �'111 I�-V, ot. � 4 " I I _-1 * * - "��I �, ", I�,. I i I I I 0011*41, . I 11 � r am " , '1� I , I I ' I I I " NJ I 11 I \ I " , � � , � I I ui � � . I I 1%j a 6 - �, a. , FF * -14- -1_1 , I - ; � I I 11 _, ,,, - , � I � -�, I aj 2 1 1 1 � X ____ _1 -1 ': 1, � I \ If I (t) 1200T BAAZIER,AS LABELED ON PLAN; I %wilij __ ; / C==== �� .80 0 1 L � - � 1, I �, � � ; 1 � � I I I I I (D 1111 I 1� � I . I I I I I I I I : , ^ 1, c ., �I _ - I I A I _� v : I 11� I ". . 11 - " �1� 11 � . j / I — I -11- Is 75 , , ,- . ,� , � � � . � 0 - � I �, " � 1�_ � : � I I I , � I - I I I � I I I I I I If I _', .1 _ � � I - __ I � � " � � � -1 I - : IP mumms 8 , I I I � %. ,� � I � �, , � : ; ' I cp I I Z �, � � � � - I I I',- __ I 1� / �, z .1 �� I � _j : � : -PRESENTS NNE12 OUTER VENT SU12ROLND 12 -RS , I 0 , Nt37) " - I_,��, I-, ,--,-,,- 1 , -� 1, 1, 1, _� . � - I *1 REE OOT BARRIE BY VLLA 0 %4� � I � !I � - I LANDSCAPE PRODUCTS, INC. 0 (714) 630-3180, INSTALL AND CONSTRUCT PER , , � I , __ , I � I i �_ � %_ I 11111XI ...., � '. -1-1 _ , , ,� , I i I - - La I I_ - , I -1,-, . ,� .%, 0� 14 , � I -1 "', . I I � I � ,,,, I -11 -914 Y // I'— -I _______,___ I- t �_ � � � 1, I 01 to I -1'' .� , " I �, I I FACT �_, -1 0 \ -11 � I � - 0 CUP12ENT MANUI ,UREWS SPECIFICATIONS. 11 ,, I _-1 11_�- � - � I I - �; I : 1 Is "i - , � il � ; - I � � 1� f � - I I I I I I I I I - �_ � - ! � � ;'11� 0 1 -1 I-- � I � I � """ I I I -, � I (TOTAL oll 861200T BARRIERS) I I J..i. 0 - I , \ ,.@ to _-1-1,1_...__' 1-11 __, ___ I � I I � � � I I-- 11 I . 11 I I I I . I I I I or _`__`_-a 11 - I 11 � 11 I I � � I X all I I c I � all ,� 9, 2. Z_Z_J�L - ; "I : ,�/ I -"-., I I I _ -CE 18" X 7V 15 GAL 0. also .,,, st. I _111 \ �, .. ;� " I � SINGLE Fit 0 - I I , � � I I � I � I - I � I 11. �, � � - � � � I I I I - - �', � I- I .1 - ,---/ 0 fit last 1 all , I " I � z I SINGLE f E 18" X 1O8w , F 11 240 BOX I I z � 1'.� , � I " I I , - , �1 - ists 11111111 I /I I - _11_1z Z � I \i - Ill I ,;, I � .1� I I - I c - " SNGLE F E 188 X 156" 36" BOX - � I'sivil I � n -1 '� " � 1,� " I -, � 1: I I I � � - 1, I 11 I I I I i " is. 11 �, , .1 � , ! 11 I I I I _� I I ,�,� � 1� ,I � � ,I -,_ � I -1 1, I I - / _1 so I - I� I ; I � - � I i � I I - I I I �- I I I � . � � I � :, , � �; I I I . � " I I I I I" ; 11 11 I I 11 ,� I- 0. ., 40i 0.8 " L I � I � . " ." x -, ,11 is. .11 1; v I \� I � 1% , � I �_-1 ; &C F 12 - /\--I---- 1'� sills. _', I - ,'^' iiiii 11,1111111 "11 , , F R , ----. / � I'll loo 11 � I " I, I -�I � 1, � � � :::E z < I , 0 $1 / . I � I -1 � �, � � VINES ARE SHOWN OUTSIDE OF"PLANTABLE,AREAS FOR CLARITY ONLY. _�;, � 1� asts, $1 �_.', I . ,� , � _� � I I. - � I - - I I . 11 I I < ce I � I I __ I 11 I I � I ; � ? I � � - - $1 sissilill I 11 I � I � � � 0 fqTABLE AREAS, �_, I � . � 11 � I � I CONTRACTOR SHALL'INSTALL ALL VMS WITHIN PLA ,� sill ,sissil Issis If- � I I I i - I I _-, - 11 I 11 -, $1 0. - � � I I I ,I- I,,, _11 I - I I I - 0 ".. .0 �, 11-1 25 --11 - �� " , � I __ I , � I I 1, ,� ", -, . 1-1-111 r - - � I �� 1. � ; - I 1� I I I I _ assis - " - __- " - -"", : -, , I � ' I I I I - < cle uj I � , , ; ' I I I I I I _1111-- �, I '110' - ,-,�-1-1�,-�,,�---,�,-",-,�,.---,."�-"-,-"�I'll�---�� - _+ _+ : ; �' __�� I %-] � I , � ' � , I I , ,,, I � 11 ; I - , , 11" �11 1__ . " I ,� 11 . I 1,_,� I�_. OCA71ON OF AG120NOMIC SOL TEST PE12 SPECIFICATIONS. 1-1-- I f A _1__,_,__, ., _- I...�11 I,- - _- "" 4 I �, , I I ", ---� : - -1- I _,� -, ir � � I I 1� -1 � - �- , � 11.1 I __ _ st -:0 I - ", _� "Il��2 � ' "I , I I � I .1 � I � . I - - �,, "11- / 11111141 It' ';1111 _-, I _� L - __,� Is 8 I 11 11 " ., " , . � I I I I 1, � @ - I I I I I I I � I 1- - � - so 0 is 6. .1 0 1, �, \ ,_ '-l-," --11-- .1 : �, I I I I .,�, 11 I I I I ''I'll 11 -1 � " //'44-1, � 1-1 I � I , - �,_- I I � � I � � I � � 11 I -, - - I I- , - I t I 1111111 ., I "',_11-1\1�_ /Z ��31 1, � I : � I I __ � I I - . I - I I I �, %%j U, * 11 � �� ; I ' I I I -� � a I I I a sit / . �, I ,_ I �, � � I ; __ � � I I- 11 I I I - I - ; � I I " I I � I I I --I I I le- , I ./'\ I I I ,�. I I' ll I � �tl TAL) � � I I � � 1, I" : I TREE,FEWER SYSTEM (82 TO I I I I -, - , ,_ � � '_ I I annomw -, � ! �I -1 J1, � I I I I I I I � I st.4 I '!f,____ ,,___--av I I I i !" -1-- � I I I . �', , I 11 L I I - '11111-- , I � 1� �� 1� � : - I I (D �, - 1 11 — I I 11 I 11 .1".1-- � 1 14 S, / ., I. - 1, I � I �, .1 t � ___ 7 - - � I I - "i I a, 0. � I , I " ' I * - � � , � ". 1. I _ 11 I , , I I - � I stai 0 "I 0 1�� $4, 1a .10 � � 1� - ,1, -, I I I �, � ; *3, REP'RESENTS W.AN.E 3000 12" UNIT T12EE FEEDER SYSTEM BY WANE T12EE '' Allo I ,I I �, I - I I 101a., sto I � 110' 23 ; � I � , _-11, I � m � e%-, I I I I I _. , , , : I I ; C' 10- �,'� ," I �11' ; __ ,_ - � 11. 1� � li� " ,, � SPECIFICATIONS (WWW.WANE5OOO.COW - , I - 1-�,-#,-50,�"'J- , -, , r A .0 N I � I - �� ,1� �, �i ; %, 1�� 1, �' -, I I � � � , � I n uj 1. ,-%%.L � 75 .. _]�w i il " SYSTEM 4 (813) 961-1060. 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E,BOX YD120SEEDE'' JAPANF8 WOOD I,GAL. 313, D-AREA SHALL NOT RECEIVE:BARK MLJLCH� i;b OT BARRER AS LABELED ON PLANu A R CUPHEA HYSSOPIFOLIA 0 S7- I GAL. I'-6" O.C. FALSE HEATHF-12 105. REPRESENTS INNER OUTER VENT SURROUND 1200T BARRIERS BY VILLA RANCHO CUCAMONGA LANDSCAPE-PRODUCTS:�INC. 6 GW) 65' 0-;3180. INSTALL AND CONSTRUCTPER RHORMIUM TENAVDUE' .j CURRENT MANUFACTCO�IZS-SPECIFICATIONS. O.C. S-8 I GAL, 538 0 NON (TOTAL oe 861200T BARRIERS) SINGLE PIECE, 18" X 7011 F012,60AL._ HEMEROQALLIS HYS121D �'_o O.C. SINGLE PIECE'-180 X 106v- F012 24w BOX 8-12 1 GAL. -VERGREEN DAYLILY E: SINGLEPIECE'18" X 156 , F012 3611, BOX, 106 Reb''FLOWE: HELICTO RICHON S vi 2'-O"' O.C. VINES ARE SHOWN,OUTSIDE OF:PLANTABLE Al2EAS F012 CLA12ITY ONLY. EMPER PENS, S GAL. 90 CONTRACTOZ SHALL INSTALL ALL VINES WITHIN PLANTABLE AREAS, BLUE,OAT,,-,GRASS- z z z LOCATION OF-AGRONOMIC SOL TEST PE3? SPECIFICATIONS. z Z '�z z JUNIPERUS CHINENSIS"GOLD 00 AST' z z z I GAL, 264 TREE FEEDER SYSTEM (82 TOTAL) RM DESIGN GROUP INC. LANTANA-MONTEVIDENSIS REPRESENTS W.AN.E 3000 12x UNIT TREE,FEEDE12 SYSTEM E3Y WANE TREE I GAL. 41 S-16 -01, 0 C. 31591 CAMINO CAPISTRANO 90 SYSTEM (813) 96H -LANTANA 0 TRAILING, 60. INSTALL'PE12 CURRENT',MANUFACTUREWS SAN JUAN CAPISTRANO,CA 92675 SPEClf.9CATIONS..(WWW.WANE300O.COM)' 949-493-2600 FAX LAVENDULA DENTATA 949-493-2690 WWW.RJMDESIGNGROUP.COM IGAL S-17 3' RENCH AVENDER 82 SOUTHERN RAILROAD CONSULTANT: LIGUSTRUM JAPONICUM, !,GAL. Z-6 OtC. S-18 JAPA P121VET (D NESE, 1223, ............ ............ -NAX 'TOM-THUMB PHORM UM TE S-21 DWAR NEW ZEALAND FLAX F .......... I GAL. 2a-0" O.C. ............ ........... 105 ........... PITTOSPOROM TOBIRAARIEGATA' S '22 I GAL. *-0" O.C. NCN 1340 ............. ---------- ....... T. OR MIUM M TICIA S M PHOR I GAL. NON 59 PHO12MIUM T. VARIEGATA' S24 I GAL. O.C. NON 122 SUB CONSULTANT: RHAPIOLEPIS INDICA 'CLARA' S-26 I GAL. ------ INDIA HAWTHORNE 449 )8 120SIA FLORIBUNDA 'MARMALADE SKIES' 9L GAL. 31-00 O.C. ....... S-4 ROSE 63 .................. 19 120SA MEIDILAND 'BONICA S-Z GAL. 31-01"O.C. -IDI ME LAND 120SE 32 ROSA MtIDILAND 'CHERRY MEIDILAND' �S-30 2GAL. 3*-0" O.C. MEIDILANb 120SE 34 ROSA MEIDILAND 'CORAL MEIUILANU' X XX XX XX XX x O.C. -31 < XX XX x x S <= x x G 3'-0 MEIDILAND ROSE 1549 p ROSA MEIDILAND ' INK' MEIDLAND' S-32 GAL. '3e-0", O.C. S r5"9 MEIDILAND 120 E=_ 43 120SA MEIDILAND "sEviLLANAP 000 CL -33 S a GAL. 3'-0" O.C. ROSEMARY 44 /00109 ----------- RosmARINus OFFICINALIS 'COLLINGWOOD INGR'A 00 M' r Lo "0" O.C. -34 3- S I GAL. 125 RR ------ uj x xxxxxx TULBAGHIA VIOLACEA x x x x x -6 O.C. I 71 =Mai x X X X X, Agr SOCIETY GARLIC S I GAL. 360 -26 S, TRACrIELOSPERIVIUM JASMINOIDES Lu 11 6" O.C. 9904, -37 I GAL. 219 S C Zoo STAR JASMINE, PHORMIUM T. 'MAORI,QUEEN �8-42 1 GAL. 446' Fnaw NON -VVVVVVIVV TENTILLA F. 'GOLDFNGEP' _r45 vvv -43 2' 6 O.C. GAL. 156, 1\�:4�2 S CINQUEFOIL v%I li v%j uj Aq u a sets sm $ $604 sea ease lose z N >: ce LIJ Fle AV uj 0 ease sell Isegosse of a soilless 00444841 mam m* massless sm me too goes so$$MM M$too $$so LU 0 10 20 40 z coo ry t Hiy . ........ Ad KEY v NTS) FOR CITY USE ONLY REVISIONS DATE DESCRIPTION APPROVED INITIAL DATE TITLE: M STREET WATER/SEWER GRO/DRAIN 106 BID ALT. TRAFFIC FINAL CHECK SHRUBPLAN R/W 3 AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE �DSCAP,6 INITIAL DATE \NIG L/ r15 DRAWN CHECKED NAME e DATE 2005 LICENSE NUMBER FILE en ate ew ce CITY OF RANCHO CUCAMONGA OT c CL 0 1 PROJECTNAME CENTRALPARK JOB NO.: 290-70 SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD ME No as 111N NIE IM owl 1E1 0 SHEET TITLE DRAWN BY: CEH sAle Fz A T ud"Ify L I N E S HEET LBA10. CHECKED BY: LM M S CD APPROVED CD DATE: 12--.t7p�03 Cq COMMUNITY STICE DIRECTOR DATE u SHEET: APPROVED SHEET 13— OF cr A 10 01� Cft4 OF C DRAWING LBA 1 NO. C) N 0 RCE_�O.C;e DXi?E' for CITY ENG C:) MEN= saga== smoommmim LE roL� --------- ENT , L ........... ---------- ------ -------------- -SIZE OTY: REMARKS , ------- ........... COMMON.NAME ------ 50TANICAL, AME ....... -189 ACHILLEA TOMENTOSA- LLY YA1212OW I GAL. S 0 .......... ......I.... ......... ------ ............ ------- -------------------t ST121ATA WY6121D LOE S-'2 , A 7-0' O.C., ------- ALOff I GAL. 80 NOTES, CORAL vERNiN AGENCIES. ALL PLANTING SHALL:BE:IN ACCORDANCE,wnl4l LOCAL GO G OGNE�,HUEGEL11 ' f�o PLANTING INSTALLATION NOTES DETAIL-SEE,SHEET L7.1:&:L7.2, R, Pl 4!,!-O" O-C- S-3 BLUt- GAL. S6 HIBIS C_ 12 PH -o,, O.C. BUXUS,-MIC 0 LA 'JAPONICA MATCHED�SIZE/Bl2ANCPJNG 3! ' WOOD'� : S7 ALL T12EES ARE TO HAVE STANDAI2D,FORM AND JAPANESE:E30X I-GAL. 313 PE0SPEtI8S.: tHARACTEPISTICS A R K EA�HYSSOPIFOLIA ARE FOREFERENCE AND�190 COMPAPISON-PURPOSE CUPH 1'-6* O.0- & THE OUANTITIES:SH6m, !-7 RANCI40 CUCAMONGA 105 ......... F:�AL8E.PEATPER ' ONLY. CON112ACTOP,IS 1215SPONSIBLEFOR.-CONDUCTING-HIS OWN,AREA ...... - 11111 1 : .... ''., I � . — 11 ' ' - I - I �I I I''1 - 1 .111-1-111- _111111-1 -1-1 "1111-1.11_11 �ll,�,,��-111-1�111.1�ll",�,,�-.".,�,-��",--"",��,�-.1�.� I -rAKE-OFFS A UNI COUNTS. ND ... ..... ------ ------ PHO12MIUM TENAX 'DUET ......... I GAL. SH12UB AREAS'SHALL RECEIVE A 3",LAYE12.OF- S 538 2' 07 O.C. ...... ------ AL E§AF2K�MLJLC44-SEE SPECIFICATIONS AND PLANTING DETAIL SHE 15T. -EDED HYDROSE ARE _ OOT,BA ON EVE EEN,DAYLILY , 12RE12 AS'LABEI,r PLAN; =MEROCALLISi HYBQ D-1 2 HE I GAL.HELICTOTRIC 2' O�' O.C. ROOT�-BAI20ERS BY VILLA WON SEMPERVIRENS VENT SURI2OUNb' GAL. EPRESEN 0 Q, S-13 eNDSCAPE P1200 C. 0- Lz 0 IN (714) 63 3180. INSTALL AND�ICONSTRUCT P62 90 r tBLUE 0'' 'AT GRASS U UIMENT MANUFAC7LREIZS SPECIFICATIONS. z Z,:, , z -0`O.C. ItTOTAL 86 1200T BARRIERS), :Z ILIUNIPEQUS.CHIINENSIS ,OOLD COAST 2' Z_�7, Z 'NCN FOR 15GAL :264 -s"15 I�GAL �NGLE PIEC'E:IT X 70 RM DESIGN GROUP INC. X 106" FOP 24" E30X SINGLE PIECE 18' SINGLE PIECE 18w X 156" FOR 36,BOX ....... #-0$$ 0, 31591 CAMINO CAPISTRANO LANTANA MONTEVIDEN81S 41 SAN JUAN CAPISTRANO,CA 92675 S-16 T12A i2gA 90 , LING , VINES ARE:SHOWN OUTSIDE OF PLANTABL.E AREAS. FOR CLARITY Or%LY. 949-493-2600 FAX 949-493-2690 TOR SHALL INSTALL ALL VIINES WITHIN PLANTABLE A WWWAJMDESIGNGROUP�COM 1CONTRAC LAVENDULA DTA 'n LOCATION-OF AGRONOMIC SOIL CONSULTANT: -I GAL. 31 oll O.C., S 17 FiQENCH TEST PE12.'SPECF9CA ONS. N"s 0 LIGUST12UM JAP I GAL. 2' 6 O.C. L) -12 SYSTEM BY WANE 712EE 06PR'ES ENTS.VVANJ=. sIdoo IZ,UNlTTI2EE FEEDE CTUREkyS 8Y,5TEM'o (813)'9161-1060. INSTALL,�PER OU12PENT'MANLIFA -NAX 'TO HUMP Pi=460MIUM TE T GAL. 21_Ow:=. SPECIFICATIONS. (WWW.WANE3000.COW -DWARF NEW,ZEALAND FLAX 105 A SP012UM TOBIQ VARIEGATA' PITTO 4'-0,, aci I,GAL. S,�2 NCN. 1340 rT PHO12MIUM, T. 'MORTICIN S-23 I GAL. -3'-0' O.C. NC -59 PHOQMIUM T. 'VARIEGATA' -0. O.C. S-24 I GAL, 3f NCN '122 SUB CONSULTANT: INDICIA 'CLARA' 31�_Clw O.C. I GAL. S26 INDIA HAVVTH012NE 449 u ROSA FLO121BUNDA SKIES' -01, O.C. S28 P-GAL. 63 ROSE ,.....wo. ROSA MEIDILANDONlItA: ;a GAL. 3'-0 O'.C. .......... 9 S12' MEIIJILAND ROSE 32 ol" �\A,\ 120SA:MEIDILAND 'CHERRY MEIDILAND GAL. 3�-O O.C. -3 S 0 MEIEALAND 120SE 34 - x �x X XX >Z( x ROSA MEIDILAND ICORAL MEIDILAND'l 01-o" O al GAL, ' 3 co X XX x< S-3 x Maoll-AND, 120SE 1549 Tg�7 -------- K MEID' ILAND'_ 120SA MEIDILAND 'PIN ;LGAL. O.C. �000 S-32 MEIIALAND.ROSE 43- SA MIEIDILANDSEVILLANA' #aGAL V-011 O.C. S POSEMA12Y 44 I2OSMAI2INUS,OFFICINALIS 'COLLINGWOOD INGRAM' : CL O.C., Lu S34 ROSEMARY I GAL 125 x x X_x X x x xxxxxxx xxx TULSAGWIA VIOLACEA -6" O.C. x x x x x S-36 I GAL., xzx x x x SOCIETY,GA12LIC ....... LLJ T12ACHELOSPE12MUM jASMINOIDES in F6 O.C. S-317, :STA12 JASMINE I GAL 9904 PHOPMIUM'T. "MAORI, QUEEN' 3' -0" 0 8'42 P I F-Vvvvv vv 1,GAL. 201 NCN "Iff- — r I r66 K45� ENTILLA F. 'GOLDFiNGEW OTE vvvvvvvv 7-6" O.C. -37 F v V,4 v v v 343' 1 GAL. 156 s N S-18 ....... uj r dim %too.) w < X x< Z,XX x< )Z( x<_Z_x x x X x _x X XX )xz< x xz >x xx xx,x< x< x x x X x X x < XX x X x >z< (��50� x 37 XX XX XX Cie Lu 08 v- u, xx xx x t 168 XX )Z< x< x ...... x< x DRIVE uj S xx �5 X X;!� x x X ---------- x x �� )Z< x Fmim x X XX x x< x x - xx < )Z< xx Z -6x ....... X XX > x xx x < xx x< >x, XX XX x x< X )Z( x ),Z<-x< x< X<z x< uj x< x x< x< x zi�x >x x<',x< xx >x x %, -1 1 X x< )'z< x x< x< x< z xx >x x �x X x< X x )z(b, x<kxx x< )XI x < >x >x'xx x )�5 x< 1XX x x x xx x >x x x XX X X XZK )'Z� XX )zl xx x �x ...... x Z xx,xx ry x >x, >x, xx >X >z< >xl XX >XI XX x XX min ME Elm ow Eli No no ME No ME ME smi ME No 06 mm,�-m m so ME om sm mm m NMI A NIATCHLINE -SEE SHEET LBA10.8 'w"T LBA10. or *"HLINE SEE S ATu REVISIONS FOR CITY USE ONLY DATE DESCRIPTION APPROVED INITIAL DATE TITLE: STREET WATER/SEWER GRO/DRAIN BID ALT. TRAFFIC FINAL CHECK SHRUB PLAN R/W AS CONST. THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS DATE ..........%. I INITIAL DATE r,\14G Ll DRAWN CHECKED 0 10 20 40 NAME DATE gna ure 1/200 LICENSE NUMBER FILE tp at Dale CITY OF RANCHO CUCAMONGA of, C�0 PROJECT NAME CENTRALPARK 290-70 JOB NO.: SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD 4) DRAWN BY,, CEH ET TITLE SHE CHECKED BY: LM APPROVED c:) DATE: -03 u DATE Coi�MUNITf SERVICE 61RECTOR CD SHEET: APPROVED KEYMAP SHEET OF CN D RAW I N G liL?._o F LBAI 0ol I C) 'NO. C;p Imam= RCE NO CITY ENGINEER ------- MENEM C14 RA 0 'FDA I L 1 1 :z Zi E>XI :Ix Fxxx),,� xx xxx lxxxxx l:vvv:vvlvvvvjvvv . . . . I . . � I - - -, - -1 " I . I . i I I� I I I I . I I I . � 5 i I � � I I l � I I ! . I � i I -_ I 1 1r*3 1 9 B I I 601, Asl",-4j � , �_w" .�r - I N" Lw_ __ I ! ff I I __11� 1 - i � "I"W I � - - - - I ) i ---- -, 1`_�,� , h r`1R,A - 07 I - ____ , i � .*,-' i I � "I ,_ ___'_______1111�_,� I 1,,-------�-, I I _�� \'NN CONSTRUCTION SCHEDULE -, '_ , - � _1� 4MR011110, 0 -- i - - g - r (N� ,----- � 1�". - - ___� I I- i - - - 1 \ I, B \ - . � __11 I I f " - � a � � i i T � \ ;77-1 ___ _ I -1 ,,� - - I'� I �- - � T �_,�\ " - l 307-114-Z DESC121PTION DETAIL � -:1, i I -1 I _�� I , I:, ! I � I , -----, � 11 i - i �___,�, __ \, , I I ,�, , � I \cg* '... - - ___�:,_�C, 01 i IN, - I 111 .I -"IN I " _n I - , , I --b" �, ___"�_ '1� \-,,,,,� I x1lN11 i � - ,klf, i I -,--_--,) _/1 I 11 ----, __1 � i1�_�__ , 11 NN� -,,'- '-- � � V, ' 11 . . - "I I __� _�_ [_1--Ar_1 , 1i I -1 \ ",\ -.r ��: , - i i f, I 0*1111% 1 0 4%la , \_ / I ,% ", ___ j i I 1 '. y - ,0 / \1 ----- / i I, X --_-I'lil'i, ��,, " i I III 4� , F=1'k_?., E rD`*' E'P`AQTME1`N'T 1"N'U" TES' / \1 0< 1�1_ " .11,�:,�I \ j 3 I Q) FIRE HYDRANT PER CIVIL ENG. D12AWINGS Oak 11 cr,.�N - - / I I , % - ,,--�.,- d '1!q wo", - __� .0, 1 - , � I .1 U �_'.'_ 'e- ! �/ , -M._.0_., I I ) X_ 11_� I I i ..w : I I � `,4- � I I %f I ,�\� I , I �k,tk,f, I -11 � /5, � - - , I --- ,,, , r� �Ii: C _� I I � I - 1, . - ,,�I I �, � I_*-, -1 ,�,I� '4 0001� - \ _�", __ � 11 ", � - , 'I , -111 -CTION 3 I" �, 1 7,-___,/�___--,-- ! --1�, �,�� -- 11 I 1 " , PA12K 120ADWAY INTERSE � -::��___-\� " 11-IN, I ----I- ____� ,'- " I _� - 11_�_____� _�� I 11 ,/ \\ "�-, , r� ,I"I -ET FP-2 3 000� ______�� 1______ \ , -1 0 -�,, HE I - j 1k I , k- I I I f,I ,;;K- / __� X" ,:1 pa - I-, , /--I,-- / _1:�/ 1� I � 3 _________� \__1 ,,�,-,�, __ - -7--- , - / � SEE DET. 3, S ) 0 �-T - / --/ 3, / lr- -,,, / � . i'vi I f ___ , ___1/`1 ___:::: _____ _"1111 .000, 00000, \ 'I,- �_ - v / � U,: ": 4 ', I I 0 � 41FL ��,`L - I--L , x N 'I � -IJ-11� fto _:;;� _____ - ____ �;;; 4� �\,!/ , _C1__ -- Elk 11 � - g --- , /' I 11 , I I %ftftw � ) ___� ..k- _�_ - ______ - �/ --r I" 1 ! \ �/) I � ___ __ .000, ------- ____� __1 I I/- I � :,��, � ; " i \ - __� '--,��-- - -11 � � , 'r 1__.-�___�_ 1-1 ___ If, _____ 1-1 � - , ,.:-, `� I -It "_ '� � 13. THE FIRE SPRINKLER SYSTEM FOR THE BUILDING WILL NEED TO BE 11 -11 _�-,� " I \ .*� - i ( ,,, \,I ;,�,,� ��I 15,�=041�t460is. � I � �,�, - k / __� I "I- _�__, - I ( , �ill / � "',�.�, I- N 1. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE - __--�' ,I---- N 1- 0-00 _-, - _---- I I � �, __ 1_<� I 11 .-., 'A, i 1 \ 4:1"j i z 1 �7 .., i � -E SHEET A2.1 TH12U A2-A i UPGRADED ONE LEVEL FROM MINIMUM REQUIRED STANDARDS ,,�__ _,_�"� ,-__,,-' ..;I-- . "_� 1, � --�,_�, ---- I I �:,-" � , , ?11 SE 'N , -�I��,-, / I il -, : IN" ___ \ a0_0 ___� ---_::s\ "_�' \,i I "I i I , 0 KNOX BOX LOCATION L14 0 0 PA Ap i \� \ 0_1w , 1;::��_-- ,1� ,--`--�____"_ I ,___� ______L__1'i \ �,�, ACCESS ROAD AND THE WATER SUPPLY. CONTACT THE FIRE / -1 __ - 1� , I__<1 I I , 1 '.1'', ,�,,-�,z / �\ 00p \ I �_/ I I i 1.w \ � � '\ /___ _�� __----- / /�____ 11 1�1 .- �, i / ---,,--,Z---�__,-, - _5____ - ,\ i ___� _--i�-1--_ , -__1 I- / � :,�� I I I i / , 'e, - 4000�11\ 1\ __�, � ____ ,� , " - -____,_", " � Afwftkk� I I _,1 I , , --, 400p ____ ____1 j__ i - , -_ _�, i \ � � _R SHUT-OFF --ER PLUMBING DWGS. SAFETY DIVISION WHEN THE PROJECT IS READY FOR INSPECTION TO MITIGATE LIMITED FIRE DEPARTMENT l-, ,-,/ I ,7�, - ____ I" __ ��_ _-z' I-,- I-- \ � DOMESTIC WATE I ; i - �, .0-10, __�� _--- ___ n I __ `� ___ I 11 i I \ 1 1 it __ 0,I%.- 0 1 4 _� _.1�0,011 - __-� /', ��'_�_________11' � __.___f____.__ 11 i i I : ACCESS TO THE EAST PARKING AREA OF THE BUILDING. I ____�_ N/ - _----- "_ w-0,-,- - I%: / 1� - - \1 9 (�) SEE SHEET P-2.1 I . " ____ 4-- --- / L i/ I �, J \ i _V% I 000, _� -- 1�__- �"C� I -- __1_'1 11 A "!I 11 \ I / �-- __-�-,� - �___,� _/ 1--l"x 11, / �-- I -�,-::::- \ 000, 7 ------___��N�� _ "!77___-1;<__ 1,----,_ ----, 1_/ I - - 1� / ,\-"/-/ ..� .000 ,\\___---::� 2� �� " N 2. THE ACCESS GATE MUST OPEN AT THE SPEED OF 1 FOOT PER �___1___:_,__-_-_,-_ , - - I ,,,,,I .0-ft� I ,�_, 1_� ' -, _,--7 / �', --- 4 1 i 1 I 11 I \ PER PLUMBING DWGS. i 14. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS ,Qao ::��--��::� __�,-- NN- N, � I\" - / i,I 1 " .1 ------ �- I - 11 1[ I I� j , �,x` Ir7" I I , - � N ( � (�) GAS LINE SHUT-OFF= � '------I- I --,/- - - ,�-� , ---------- / , ,,I I/ ill' '\"Joa ) I I i , SEE SHEET P-2.1 I SECOND. THE ELECTRIC GATES MUST BE PROVIDED W/A KNOX 49 ----l/ ,---- �_ \_ - / ___Z�,� / - � Y A R ]%� 4 I ROAD AND THE WATER SUPPLY. CONTACT THE.FIRE SAFETY DIVISION ---,--,- ,-- 1- ___ ------- I El � I ,I � --, _�� 1 4 ___,/ .,.- ____ -, , \ _�,\e___ 0 ____ , _____� -----------I -_____ i . ___ _�_� ,--- - - __)ir- ,----- I "I lj I ,�-`_ / '-!\, , I : ,t__ _____ I _� - ----- 1z ___ - I 1 1,1� : 0�#i � - _` � 11 ----_____,Z�� "I r 11 11 It i H, " I . I I , _�� -_ // --N,, ,-- _:::::� "-- ----"\ _"N'-,�', OVERRIDE SWITCH A TRAFFIC LOOP ON THE INSIDE OF THE GATE WHEN THE PROJECT IS READY FOR INSPECTION. , ..., / ,� _____ ,--. -- ,::::�, "I . l, %, �\,� I .0.0, '�� I __ _� ) - � /I 1 i , � �_ / _/� _-,-,4-' ___-- __ \ I/ �,I � I--,' - '311 F112E SHUT-OFF __1 , _____ � ____ \ . \0 / Nl� 11 - , I WILL BE PERMITTED. �i*�__ _,a---- ---- -1 ___ 11 I _1_______::�; ,,_____�_ . i �1 H )% PER CIVIL ENG. D12AWINGS RANCHO CUCAMONGA - :�� ,_,__� -- I 1__� / __,,---�, - ,.,* ,,, __::'�� __--- " I/ i ___ � I Z' / � mi,, I 11 i 11 I i � __ Q : , G\ i � I � � - - i / 'p� 11 1!,I .#f ! ,I : 15. BEFORE LUMBER IS DROPPED, RCFPD MUST APPROVE THE FIRE ACCESS __1 _"C_�� _--I-- / ------_ I , , ! I a i 1 � I I __ 1i I _L1 : ___ ___� ------�,� __t_______V_7� a ! ,, " i i I I � � - - - ____1 11 I i:, i, ,�1 1 � - _________- -_--_-_ - i __:��- - - - �,_--�-_ - , / 1>_1_N1__ __�, ----I________ ,\ - -- -,, I z c , 0- , � ..-I .0-0_7�� ,�/ \, : ..-w - I'll. \ /, - ROAD AND THE WATER SUPPLY. CONTACT THE FIRE SAFETY DIVISION / .- >___�_ _____ _____:___:�_ ,-",, / lyj ---I- IN /1--i i;;;;� 7 _�01_ ___, - i - I i ; - / _,__,��_ ____ I - -� - I �I o�� ,1! ��,,-- � -,-�``---�� ; 3. ALL COMBUSTIBL&CONCEALED AREAS OF THE BUILDING MUST BE ______:�_ ________3_______� / /�, �1\ I N __'11N 77__�/* a 1� -�" --, 1 ; I\ ________� ::::� I 6-1 �,_�,',�/ - ,N-_-------�_ ,- - _____�:,_ - - !:: , 1� . I I, �,-5 � WHEN THE PROJECT IS READY FOR INSPECTION. -7�� `__ -_ ------ -- / / I/ ---, �__-- % i C/ I _�� -I�1' k - /" / /1-N, i il I il, __/ I -11---' - 11 � I FIRE SPRINKLERED IN ACCORDANCE W/ NFPA 13, 1999 EDITION \__� \_�____� I i � __---- ,�,,��/ A I l - i I \ _� ---------I _,r I - -_T�_�__- __--- �Z�',��__ 11_� / -�____----� i M ; I� l Q i I I __-/ �_', -- _-�� _- ; -, ___1H__N. ___ - _�� e P \ I ! 1_� , 1 I i , .. _', / �� I/ "I/i - I �I I Ilk - - - mli _% i 16. THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL AND/ ��__ -, - N _`,�,_:7 --�� . I - I E r(TO BE INCLUDED UNDE12 LUMP ,/-- 7 _--�- - xlll'� -_ I "' I FIRE LANE SIGNAG i I 17 / � , I -- - ,�:-- ___-- �, I -I--- . . 4 ,1��'j"' 11 f 7;�ia�.�, , ) i __1 _-_,� � -__ �0 � � / __� ___,_;�, -_ i z/ / ___>_<1_7__��_ _____, _-, f� N --40-0 , \- UM PRICE FOR SITE SIGNAGE) ' � OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT ALL DUCT -�,_,___ - / I / / __ I � : 4. OCCUPANTS MUST VISUALIZE 2 EXITS SIGNS IN OPPOSITE DIRECTIONS - // ,/I' I-P � __�', �� - / a 7"`77-, i I 1 1-,�11 i � ,-->,- ______-----�e��_---- I / ____� ___/ I '�" I __ -""7/ // /� _____ - _______1 � _��_ 1� 11�1_ � ,,_,�� , ---A I I �, I " - ! SMOKE DETECTORS MUST ALSO BE MONITORED BY THE ALARM. _�__ _____ -_ - L__ ��,,---! - � I IN ALL COMMON AREAS. THE MAX. DISTANCE TO AN EXIT SIGN IS I �,__�__ / "N' ,�_z _�_ �-____�- N 11 Nl',� "" ___ __1% / '1 . __-, lowl%� � � ---- I 11 � . Z::�� - 1. I I ,L I I I I I T'I [1�4 F I I I i it __� 1\ ! -D F112E LANE SIGNS SHALL BE INSTALLED FOR ! - � //- \ ...........�__, 11 / ______1 l ! H . I (�) APPROVE _�__ _____11 , y / I I �'rl% � ::Sl� _____ _,___�� f�/___'_--1\ __ - I z/ /" � : 100'. PLEASE USE DIRECTIONAL SIGNS OR DOUBLE FACE SIGNS AS ---� / / ,Z '\ --�,, - F-1 � I i 17. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED BY ___- -k / �_11__' \III -_ rrz \ ,_ _� ::�,�', / \� ,> I THE LENGTH OF THE F112E LANE AS DESIGNATED BY F112E I I I -_ -_ 1_4 I I 0 -, REQUIRED. \ � M�114,zz\ ---=- _�Z= M -11=1 E&--,,>��, ^ I �,_f;� i __)_C__1 / / z 7�` �; 2.3 I " �1 1 -------r ,I k -1- � z '1__________�__ �,�l 1-1 ____ __ 1 I i� 11 � i , M � , \ \ I. /-I- .1 I --- / I f, I H -1 � , i \ ___�14__�_ �111 � /"" _ - DEPARTMENT. FINAL LOCATIONS TO BE APP12OVED BY ZN` i INN H , "11___, 1 _____-__7 �, , , / N ! THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A --- Ils�_�-"-\i-) 1___� i "/ ,,�- ,----,,< �� ,I-I // ) I\\ j/ I i i w, , I " " " - ,____:�� - I I ,I i I " I �____, I -I---- FIRE DEPARTMENT PRI02 TO INSTALLATION. I . I _,�_�\ 1� - , I \ % Wli i SEPARATE PERMIT IS REQUIRED. � -, ; � ' W"I \ /,,_�� 11 ,"j", "1-0_.�. �� I 11 �ju,� . - " I , )IN , I 111 __--',]'- ---8F � ,/1 � � !j I " 9 /x, _�,--- i �-',- D _I------ % I \ ( - \ , I 'll 1� ��I . I � 1, 5. THE INSPECTOR MAY REQUIRE ADDITIONAL EXIT SIGNS AT THE TIME ,,� --�� I / �____, \ ,___� _1L1__/�x .I- \ 5 \2 f ; il I � / \ �� I I ,r� A0114b, RJM DESIGN GROUP INC. � \ i 17�.......�� __--`�,�-" ",-1 - / \ / � , 1/\ 1�11 �i ,;::::::::::::::;::�___ - 7,-,3 "l - � ,1 1 1 1 z I I _7 �� _� �__- -"\ //N, . \ i ,I U SIGNS SHALL BE INSTALLED NO M012E THAN 100 FEET 18. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY - , � --- -<, \ \ � � . OF FINAL INSPECTION. \,� i, N/ __________1 z 1� \ � i � �4:/��11 , :�_� !1 11i 1i 1p, I ) I I � i : PLENUM OF THE HVAC EQUIPMENT. �, � / / ""', __11 --�, / , N , 31591 CAMINO CAPISTRANO ___11_� ,�l . �_, " N I I I � � N, _j I 11 --I__ , --' - '_�� I , - APART. (NOTE: THIS SPACING MAY BE 12EDUCED BY I , ___� 1. \ �\ "', \ / 1 N \_ . SAN JUAN CAPISTRANO,CA 92675 1 1: N,e"/ -<- ":L,-- E] /", N`N ---I'-- , -__�, " `\ V , I' I /X, \,507 7,.,�e:�� -I-/ / _______�-� - 1, - I - -,x \_ \ I! ____ � . I __ ,; ,X-\ X , r, , *i_� APPI20VAL OF THE FIRE DEPA12TMENT TO NO MORE 949-493-2600 FAX 949-493-2690 / ___N -7-- ,-�-t . " ....;,, 11 lj� <-,i ! 1 IN 1% � 11 k I -11 I I N�� /I . ___4._� _..."11 1�._ ) 1. -.L 4\ ( \___�________ , \ '\�,,"\ Mh -,---,I' 1 -% THAN 50 FEET IN SOME CASES.) ,,, i 6. THE SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED BY A UL ,/,,-, \ �, ____ I'll I I " ,, ,\ ___1 1/1\, "I x \ � 1\ I it, 0�i, I WWW.RJMDESIGNGROUP.COM I - �11'11 ___\ 44�, 1 - I _1 X-- ,\ \ \ " , i 00.0�� N\ � \ 1�/_ 00 -1 _'111111�1 \_I----- El a __---- T ____��_,__ - '__� ,�__ " , \ ),i ____4, - - __ ;,�� ,�--__ - AND / OR FM CENTRAL STATION FIRE ALARM SYSTEM AND THAT \ � \ I ,*�1111 _�, 1� \ \ ---I" - 0-0� ___1></_/_1' ""-,-,\ -Z -a- , I _N", I I -,, \"N -- _� -_ ___1 � � `,'� N \ -,11 N\ \ r I J-I 101%, , \ - " --": "I � 'I,- __�,� "I I ,/ I I _�� / 1, - I \ e_,--.e-- " \, N �,V-, ro-%A ; ALL DUCT SMOKE DETECTORS MUST ALSO BE MONITORED BY THE ----' / _-, \ )i ------- - P RKWAY-A20AD 1-1-111-11- ,,".0 .. I � � -,� ,,-, \ "/ \ \, \ I � SIGNS SHALL BE LOCATED 2 FEET INSIDE CURB LINE 012 - , . 11 0 - /1, -\, 7-- l. I I�A� --- i � I I i - CONSULTANT: \ "I ___ _,�_ I / k, \ � -` ____ S , . I -11 \��-_____,7- ____��_ I 11\ I ,AX NZ.-I ! --I- --- V ,�:,,, ____ ", I J !t - CASES, SIGNS MAY BE I ALARM. \ /� ,� -:7-- ,/ / � - r --'--- --, - " \ - �(\ \ \ I, \j "; i -w� (il, EDGE OF PAYMENT. IN SOME ,�,; �\ \S \ \ \ \ \ �� -,k 1 � __ I __ _� _,�_, 11 N i - I - I � I '� ,� �:_� �, -7, - � .�� , i i __� � � -�-, --� -- , i ! __i____�_ I------------ , � I � _�;_,��_::::_�� /_ � w . i ,/ ��,,� Ill -,,_�_ � / I ,",fi � _I------ - t, ' ___11 1 /1�1"1;�� ---1, 12 ! - % _� -11 �; I 0 "I / ----- ,- � \\\ \, \ \ \ 1i -, ,, EQUIRED ON WALLS, FENCES AND/012 BUILDINGS. I I - I __ ------- � / /", ,. I -E -) ---,, __-, - - V � � / `\ � ---, , /,\, --SEE"D TAJIL :3, 1 N-1-1 \� , z / I � � 'I,/- ------- 1_� , 11 x I V i"I " I J, 0,11" ,�, 1 1 'I ,_,Z:��_ I� / -`� -1 ____ 111� X I \ \ I � A01%, � 7. THE BUILDING IS REQUIRED TO HAVE AN AUTOMATIC FIRE SPRINKLER F X \\ 3, ,N / "'j, " HEEET FP 1z -1 \ \ I ' ' /I 'I, i � -12E THE ENTIRE 120ADWAY WIDTH IS DESIGNATED A __ ,-, >\__" - 1� I _\1 /I _____� ____�', ---___ '\ ,\ \ \ -, \ "j , I t U WHE I I \ - \ L i / I I \ - , , %_ �,'; �� N / 21 T., , SYSTEM INSTALLED,AND THAT THE AFS MUST BE SUPERVISED BY A UL 111 I " _____ �,r, ;', -`-, I ---�, --, \ il \ N- , I 11,1j,!�,`�, -�,,,-1 , _",, 11 I - , , \ I __�,_ ___�_, ,\ \ � �d 1"I�,Il 11 If 11-L _,_______�___N`�� \ - 1�1 ZIN / 1\ �,� �\ � , - _111� "I \ , k ", 1,/ - 11 . F112E LANE, SIGNS SHALL BE POSTED ON BOTH SIDES OF OR FM CENTRAL STATION SYSTEM. A SEPARATE PLAN CHECK \ /\ --�,�,/ / /I _� , , ..... , ,/ - - -<�� \ � I � 1: , ,- _� N11 4 '�_ _, " ,�...... .'' - I 1-1-1i, 1) \ -,,--'N \ \ \ ' / J A " " THE STREET, STAGGERED, FACING TRAFFIC. I/ 4 --__ I -. 11 ,,, "' I/ Z __��,_,_ I � �t�l - �J` , "�\,_ �,,, I , , � I � � - I F -1. Ll�__ � .-,:", I IN z \1 // -11 /1_1______11! r -� ) :P k A E,Z_ . 27, --- \ \ \ , ,b 1, � - 1 1 41; � I '/;�,� '�, 11 ./ I \ .1 Nell \ \ \,,�,\,N\ 1\j/ /I 1' A 1 1 1 1 11 � - � SUBMITTAL IS REQUIRED FOR BOTH THE AUTOMATIC FIRE SPRINKLER \ �_, \ - I z - '\ , 11 \ i I \ ./ ____ � I I I -_ 1�_,__, I-- , \ � \ -I -, // / vii lj� I , dol�,% I 47, __ ,1 / \ 11 d \�_2\ 1 � 1____, \, / ,1 -"--- '_�N',-__ - � �__ �� INI 1 \1 - , 11 11-, - __ I\ - ii I "_� ',, SIGNS SHALL BE INSTALLED AND MAINTAINED BY, AND AT - "'� I SYSTEM AND THE FIRE ALARM SYSTEM. I . ____ I ".. z , , \ V _F \-I'-OP ----__-,,---, 1'____� \ \ \ \ % " "\i\ \1 I f^ I I I 11 ,-L 11 �, 1/1' -, _,- I -I- "--/ ii i \ I i i \-----------/ / _,_� - , I \ M \ \ \ , p, �,p ,,� "I (f) I \ \ " N � � , I S I - � \ \ , - , I � - i ',�� '�� .4 1 /',��11 N, i 1, , ; � i _jJ THE EXPENSE OF, THE PROPERTY OWNER/MANAGER. I N/ . \ / 2 11 ,�', \ \ 1, ,_,, ii "'�_�, I \ 1,� r 1 v -,k i i � - f, ,j 'I,.I i 1 5 'N 'k I l ! -- ! ___-1' 111 / /:X\1 \11 z -I,--, \ / 'i" '_\ - FEI N, -1-/-,\ X , " \ - \ -,\ I �/11 It-\ f�!I"t I s I / -/ \ -_ "I, / ,Ak � I � " I I I I ,-----, \ I --- -_ "I � ; --,-- :�\ - _ __ _ , I 1-1 ,j " E z ! - I /I -1 - _-1k, Ill 1% ,/ I 1 �i I � 1 8. ROOMS THAT ARE BEING USED FOR ASSEMBLY PURPOSES THAT A I- ,� / , - "I I l, - / i .1,11 ,, I - � I , 1, � 1\�X/\ - - _1�- , I I I IF I 1_/ \ \ _1/ \ -an -1,1 11'__________��, ____111 I -\ I N \ \,- N/ 1!I 1�� ,, I I I MAXIMUM OCCUPANT LOAD SIGN MUST BE POSTED, IF THE SQUARE � � "I \ < I , -1 x , 11 � / i I ipn� 1-1 �'I---- �j -12/MANAGE=-12. '\ , -N, 11 / �1_ ,. - 1_�, -_ '�,� � l __�G___ ill I i - ERTY OWNE , I I I I 1\ / / -1 "\' I--- ___ -',, / \ ll l � @ SIGNS SHALL BE INSTALLED AND MAINTAINED BY, AND AT 1-1 N"', X ,,�'N 11 / / 11 k \ I EE , / 11 �, \ \ \/, / A ! � THE EXPENSE OF, THE PROPE FOOTAGE YIELDS MORE THAN 50 PEOPLE. --\- -,-----,------ , -,, z :_ /-,-- 'IN 11 It I x 4 / ---_., _ .,:k�!7 % 1% 11\ z I 11 �___�_,_ 1� -"-[--]: --;-v--1;�4, 7r-1 � -7- - A,,, 7-h 1�1,ir �_�< _�- I I-,- - -_ 11 11 I k, % � \ � N,, /1" 1i I i 1� i i - j N - i oc �., �/ I \_ � � - _/ r-\ 1�! _1__, i 4 , ,��<�, - --- � 11 "i ', :: \ I 11, /----, % I/ l \ \ \ f i j il I " � 1, \ , � F, " _�,�____11'1 X, 1i , I j, I " , i I , " , I `11 ` \, �/ \ IN I \ � V d 11 '�____4 , ,------ I-- _A -,\ " � -1 , &_,,-�,`,, -1 I�L I / "� F , \ \ , , ", " '11��_ N _%111�1` ____:7_,_,-N \/ \ T" ill,, 111- U J il, /�`, �_MOL/,-C:t___, I -9- \ , i u " SUB CONSULTANT: ,�� ,__ \1 .... "i _t7`4, \ :: X �� _', , ,__ N' I I \ N__ �, - I -1 - - _� \ \ I 1\ a . I ii I --- 1-1 " Z. 11 " "I "_�� _N\ - 11 "", I I I I ! [- 9. SMOKE DETECTORS IN HVAC AND DAMPERS MUST BE MONITORED I -, I // I 1, 1�1 / __1\ , F ll---,/ -------� I'll D /'�_" , '11'\i \ , , Ill � , c / �, / I ,_ , \ � ��_ F \ \ \1 , I - f <�,� ---- 1�z / ', i, I z'___ i " 1___1 \ \ i _,�\ Ni / y , i - � k 11, - I I 11,It 1�1 1 1 1 BY THE FIRE ALARM MONITORING THE FIRE SPRINKLERS AND A -, " _:� / _\ \ __\11 ___'11 ____ �1� :___1::_� / \ I, ,�, V11 I I . FIRE FLOW AND PRESSURE NOTES �, I ,I �_i_,_,�' - \ _/ >4 , / I, - / I e% \ ! � --\/ _7 __/ �� \ \ ,I VH I � � 'N , , i I I \ \ ,1 /-' �, - :_ 11� -�� I 11� \ 11 V �, / ',,"% 1`11f� I X___`-1, I I / ", �`, 1-11, I '__-, / 1::::::::= N� X I STATIC P12ESSU12E = 30 PSI `1� / %___1' I I,- I . , \ __� �11 \ - SEPARATE PERMIT IS REQUIRED. -,N, ..- z 11 \ 11 _,-- \,� - '(i�i I � / ) /N�__ / 1_______1 14� )� `_� �_ \ \ , �,,--\\ ,,l l,/ ,,, j k" Q 11 I al�l 14 1 \ I I � J I __ I N / \x / , -I---- fl - \ � 11 j _`__ I -':-_ " , , I I � F11112E FLOW TEST = 2786 G.P.M. NN N / �, i� \ �' / \1-11/ 1\ v I I' I --' , ____ __ \ - ,_ - 451 i 1 � � '�' )li'I \ 1\ �\___/' '1_/ '__71,355 - \j \I I -11 i ; -111 - � , \ 1), I _/1 ,, Y ,\<� 1r, I H I . YIELDED (WITH ONLY 10 PSI DROP) � " \ ____1' \ , 1�1r::� < el I // N\ - -- 11 i I � " " �\ \ ,� Ell 1 i ,,,,,r �� '. , :::-�'r -\1 l/ 1. '__111 " ___ /___� \1 \ \ , �!,,, 1,� - � 1 0. ALL DUCT SMOKE DETECTORS MUST BE INSTALLED IN THE SUPPLY __ __ --I / 11 I - I-- / / r7;� I x \ C3 "Ill -, ;, . --- 11 f ____ . I I \11 \ N 'N' ____1 - I \ "I / , % /1\ 11 ,0 I �` I PLENUM OF THE HVAC EQUIPMENT AND INDICATE THAT ALL HVAC _-- I I �� / \ \ z / N`\ - ____� 1i I"I A I --J'- � THE ABOVE INF012MATION UPON A MEETING BETWEEN - � L---J ' I \'1% ,/ N"\ \\- - \ / / NN_________� \ I \ � _\1 \ \A "! I I - i j I 3:�,�7 ,---- I i \1 � M,I ! I , _N1 '___ � � � � \ I _____ - - ,��,, 1 a ! 1_� f; I -`�- -11\ �____ \ - i � f>� UNITS WILL BE EQUIPPED WITH DUCT SMOKE DETECTORS, �11, ___ I'll, // i I - -__,-.�,�' ,\\ - _�11/ ,---/ p \ �� \ x I .. r., ; � THE CIVIL ENGINEER, RICH MOORE, AT MCE CONSULTANTS, I i I \ I __,� 10� I \ - -LL SILVA, CUCAMONGA-COUNTY WATER REGARDLESS OF CFM CAPACITY. 3 k i �1 11 \ \/ \\)'!� � �' I �� I \ I I 1� ,,- I AND MR. RUSSE I ,,-----T ; % / I I N ��"d ; ) I It, _____" � I � ____ � i I -1---, . ,'I / 1i __\ ,//_�_ ,_____11" __`1\ /\ \ -� 1� I , I l I I j _____�_, I,-,' 11 \ x i i i-_ I ,--A �, \ , +___�` I/ , i EEI --_ I � \ / \ \ __�, 11 / <�, \\<_ �f\"' l , I � � ll- DIST21CT ON MA12CH 20, 2003. \ 1, I / / \ I ----' I/ -----, 1% `___\ ,id Nrl , - -1 I i I _;__� I ,�,_ /' � / \ ,I'! , , �' � i ,-/ I / \ If e \ -1 I , _N1 I 1. FIRE INSPECTION AND FINAL APPROVAL IS REQUIRED BEFORE THE A I I \ �11 11-- \ N, i 'I--,,-I -,-- 1\ 11 I \ '%k'! I's-, , I I , IV � , -,,, J` / / /__,�_______1 \� "--__� 1\ ", I ! t>_ � i _1___`N , _____�,\ / I � f i [ � BUILDING DEPARTMENT WILL ACCEPT A BUILDING FINAL INSPECTION f I I e 1� \ I \1 I \ 11 �I f RA 't-- l r � / / k / I -_ I x v I � _,�, �111� I ! _1 ___k1 I REQUEST. PLEASE CALL 909-477-2713 TO SCHEDULE A FIRE INSPECTION. � 1�_ - k '11�1 i I / / t i I � - ---_, i I i I � \ ) i � - \ 'r N'n, I � /_11N "I ,� -I/----- ", 11�_ - N-1, F _____1 I I ! I - ' ,� I ___,� \ I'll .", � I I I I <11 /,---,I _; \ r�,, I \ I i ,, I/ Z /I- 8 1; '\ ------_______, I ,I I 10 - I, i ill I � ,I I "' - -\/ -f I I I / I i i , 'I I ��e Ir- It � � I ______ _-,I I )i -", !� �� -1 � / \ ff \, / i '\� I _____, \ as .010 j I I i �,, - , 12. EMERGENCY ILLUMINATION IS REQUIRED THROUGHOUT THE EXIT 1, " \ \ , ) I/ I � I _\ I '_� *1\ I I I , I)- / I I-N \ 11 ,,� � i __1111_�fly KNOX BOX SECURITY SYSTEMS 'K �, --,�1 1-1 )i I 11 _, I i %I �j i� I I , I , PATH AND AREAS EXCEEDING AN OCCUPANT LOAD OF 100. / \ i i I I ? ,N� _____11 1 /I f / /X I I . I INSTALLATION POLICY 11 / 1� il I 11\ 11 . I 1% / �"\ ll 1� \ N I -9 / --- � \11--l/ I /` 11 z -.99pp, FIXTURES MUST PROVIDE A MIN. OF ONE-FOOT CANDLE AT FLOOR I 1\ ,-___�L i f i I � - I � _ v I i it, i �__�,,� . \\, \ I I � 1\ _____�_, I / i. \- i k x I 1� � & I- ----,,/ \_,r\ I . I ,\�_ � I i I \ /Al � I 'I I i LEVEL. PHOTOMETRIC DESIGN IS REQUIRED. i k\ 11 i 4) \ ' I \ i%_ i-�, I I __�! , THEY SHALL BE INSTALLED WITHIN 10 FEET OF THE FRONT � "\ 1 _,_7�1_/,______'_1 . I . , /119 1, q 12,-oll IT I 31 \ \ \\ _____�,_� / � ��_ i " , ! F �� (D <k � I I � 10*-% -, 1" �Tdk I i ; \ \ 1_� I __/ I , , \_-_-______�__-1 � \ I � i r /11J (1/1 DOOR, IN EITHER DIRECTION, BUT SHALL NOT BE INSTALLED De . I I I I if -I' FEI ",\/,�',�, I 1� i I I I I / I � -A ! I I \ I I / I'll \ � I I I i 11 ,N/�____\\\ 01 � I I /� ;�l 'I I " IN THE CEILING, OR SIDEWALK AREA, OR ANY OTHER ARE ussicall � 7 i \i , I --mmmmmm E] i I \i --------,, / / - 11� ,/ I IN WHICH THEY Al2E NOT EASILY ACCESSIBLE. ,__ 1 4 / - 1� i 11 1-J . / 1\ 1 -"4t i I \ \�'�, ________�� 11_/ I / / i:01, ,-_�---_, ^ _\�, �> 1� lu I -I-_ . - - � 1 / j , �,__"�,___\ / \\_�,___�� <,\ ( � � 2 , mmi leal- /I / \�k �� ( \ , _1� - : I \ . i � 11, , IN /`�, ! I THE TOP OF THE BOX SHALL BE NO HIGHER THAN 7 FEET ,----,-/ 11 ,� � \ . I 11 � I I I ,, i I., -"\ \ ! I 7 IV- j � Ji "/Y\��l 1�1 ill , \ /___ z __;�� f 11� I �f - @ NOR LOWER THAN 5 FEET FROM G12OUND LEVEL WHEN z I / �,- � \ -1 \ 1i \ If _11� 111_� __--- � �^ I I ;,,�._',_\__1' \ I 11 _� � � � , INSTALLED. .4 //,__,� 1__-11 L I \ i I / ,� � I I � 6 � .4< < Uj I �, ) - /� I r 0 /--/- <_,�_/ '� I � 1 \,2�',1 1 9 Is I / I .�--:,, / \ - / 1� "f i I' , " % 1\ . I \'� I _1� � I %*I . "NO PARKING" FIRE LANE SIGN / � '�%, I-- k \1 � .I I s - ! A MANNER AS TO BE (D %Ili 3: ��/ -----\ i , __�\� /_x . I ,-- �,�, k��/ a. 0 ,.,& / 4�`_ \ / / * / I - .- t^-'\ THEY MUST BE- INSTALLED IN SUCH 40 PE12 SIGN TYPE 12.00, SEE- _!__1 ___1i / � � I \ I \ I I � _� CLEA12LY VISIBLE AND FREE F120M ANY OBST12UCTION i \ / � I _____ V---, `�% - � I \ % I I ,/-----, / - / I 1/�- / I *_ APPENDIX E, PARK SITE 11 I 1 1 y , \\> I I 1\ i i ETC.) F� 0 ,,�� ` -�`, "-\ 11 � I \ I ,_,/��/ __ / " � (INCLUDING TREES, BUSHES, IE I I i '___ -00*mb. i \� I \ � �� 2 \ % I / 11� � I � i "no SIGNAGE. (TYP.) 4. \\" i i X ! � " I .1 , , - ;>- , i x j � z - \ , / I , i i I SEEMOMW I i \ \ \ �117 j I � � 1 / I , z ; I k /_ / / - I 10-ftl� �ar ) 11 I - y > N-I- N / �-,_ I � __ � \ \ N \1 / ! U IF THE BOX IS OF THE ALARMED TYPE, THE LETTER "A", IN I __,_��/ /` \ \ AV 1 - ) -w< ___ 1 #4,W% loda- , 11 ___j >/,/",�' \ \ / ,0� / 11" I I I �,_�\ I 11\1 if I 1% � __1\1 ,----,, _-N` re� /I 1\1 "', I ------ .1 I,- t � � ______11� i � " I 'i " � I 1___' e',�;�,"V , I / I / I )I I I � I N, i � i i EITHER YELLOW OR WHITE, SHALL BE PLACED ON THE nommmw ,\ I 91 \ , I %M/ 10, 1 \\\, I __1-1 I ; 1 ,--/---- ., I I %I - BOX. � -N / I F THE .4111t %A .,F.,,,,p-.�,1-_ I 1=1 __ �,,/ - \ it I 11 I � \ 11, V /`,\ I ,--� ,,,,�> ! , D002 0 woo 1 � . ` 11 ,"', I i - I /11� _1 - ; \ 2�� 1 _.. Z. __ \ / `1_\ \ I I _� _� 7 �, - �' -1 -1 I '1/�, I __4� / -1 -,/ -, x 11 I - Uj I ��'� �, - - �1, I " I 1-1 W _____ � I N I-- 9 / 4 ____� 0�\ '\1 �,Z ; I [ "� --------_-_______--------r I _� `/� 11 -, I __�_�, � 1;z\ --------� I-\ THE BOX SHALL NOT BE PAINTED, AS THIS HAMPERS AND, a z I Ir-1) �, 3 I i -ddo -TAIL 3, _-) ,'I � 440� � ^ \ i i 11,; i /_�_, %� y -\ ! I 5 aw -=F- DE= �? I a -1--l", \ I i i I I vf _j @ - BOX. :D / I / " I � 1 . 4 93 � ) ", I :�' I \ " \ 5 . '___ \ V,--, IN SOMES CASES, PROHIBITS, ENT12Y INTO THE Nftmt*# .000000 z ) 1 ; ,'�', - �11* - ��\ N 1��e/ \ - \ i -1-f r I t i 11 <k 5 � /Ill I _�, � I � 11 / I \ / -J N/ � ,----, -��j i � qr / 11 � / L-i \ N / i / I z _�, 9 / 1\1 I A*,",% 9 % � 49 waso ____1 ; i -IV / % � \ ",", � , 1 I __� - \X,L-i 0 1 1 / THE RED REFLECTIVE KNOX BOX DECAL MUST BE PLACED ..A �__ j I I/ . I \ .- . �,__, �,<'�,� ['_______, �_� / / � �,'Nl ----"--, F - i ( / 1 1 < �.) �Z: " 4: 'No 'I- I I -,-�,,, \ 11'U", i � I I I t - 481011111"'- " � I - I // I '�� ON THE F12ONT DOOR AT EITHE12 EDGE, NOT M012E THAN 5 __/v � / I I a b ,---___� I /��,,,i, / \ <1 - "i N /------ I i 11 -Wft.- 0 Ilk _� I I I,i:11 \ %� % I / _____ I if f__�/ ",_ Mb. a ): \ IN!,: I I 11 I �` � I// 11 11 IF-, r 11 -1 I i i 1(1) i, i, , - I ,C,� / , ,; Ix�.I, � / z 100� / , "I, �_ FEET FROM GROUND LEVEL. :D 49::z Uj I * 4 "Ill �-"' i,?-1 I / " :e enz _+_____� / /I ,11y \ ) / -I--,' - ( "I,- _�_/ i \, � A ff % w I i L / I 1 i j- ,_� , , 1 1--- '000111111%k I " � ff a --'7 , '1�11� \ � -, I - ..,. I I -10 , I / I I "N' Pla./ � ; I rpi ll 11 �, / I / \ v / ,� ____,/-_"-, iE , IN THE CASE WHE12E ONE KNOX BOX IS INSTALLED IN A %�j 41 - 1 / �11 ". '-."A %X /\ I/ V%l I---,- '� I ,\ /,C",;,� --,,// \4i...,o/ Uj Ago // / r---r-- I / \I / I ! 10%, 1 115 1 X / / '\ , '_1 I ff 11k � 7----J-- 1� ,71��, I f ! / . �A � � BUILDING WHERE THE12E WILL BE MULTIPLE TENANTS, A 101111111111h� ` 1-1 I 7 :!:= /X/- �, - ,Nf� /I L I -_ j \ / 1// --- a _____ N\1 -_ ___� i� f I i\ ! DECAL SHALL BE PLACED ON THE MAIN ENTRY DOOR OF r N k I ,/ i ,� I i -1- .-.--- I , s � r � ��ir I .-�� I - . � N i � � I I I 'Opt I , /___ I I i \ i I .. I � ( I , i _��,� ��,:;, \\ // I "'17 __Tilp I li i - <,/ ____1 I/ 4 vl� N I I LO ,.�, - I v � ___________ w_ � / F / 6 , I z N*Moor I.,......�� 1 -00 1-1 -----_,-� - / ____1 �, ll -_.1 -11-I'-- k I 11 / ______�,_� -() N . i - EACH SUITE. DECALS SHALL E PU12CHASED AND INSTALLED = d000"N lb. " � \ _,__� - I � \, 11 \ 11 I / _____1 - 1______1`�, _.��-_____ I Nl_-�- / I I . P121012 TO CALLING F012 FINAL F112E INSPECTION. L.i I \ - ____� - - \-, / If � __[� . , - i I ff � - I 1� / 1 / - N_\_ ( 1� . ____� _-1 all, F 11 1 I 9 i I� i i A01%. ALL KEYS PLACED INSIDE THE BOX MUST BE MARKED F012 %wj �--4 �, �----, . I ---" Y. 'I z , \,--\ /I /_� 11 i /\�, I / 1' r F ,�,� � I I z -" z '& - . /N1 ___N1_ p _� I I / I ,1-t'--__', I i / . I ___11 . i � � 'Z' THE DOORS ON WHICH THEY ARE TO BE USED (A KEY TAG _90 I I I I ,�r/ ___ // // -,/I 11� - �%. --t I I � I \ i__� I -dow- :,I�t,\ '.1, �R "�, I---1� � I--- 4--/ y / , \ I--,_ 4071 - � I i � qrk'siallogeome / Z I �4 / / / �_� ____ �_ /I I- i l 1 1 MAY BE ATTACHED). z -7 I 11 10 *1� - "El "I" i � 9 / / / / �v _� - I ! -.a I . 1-11 -11, i f ! _.dw I ( \ i " " I----- '�,� / � i �_ - 0 / i /___�l I 1 4�11 / , I i A _" x 111_1� ,4'-`;o 111_ -\\�, I I � . k 11/_� _�_� I \ // / 1�1 I - i PRI02 TO FINAL OCCUPANCY INSPECTION, THE KNOX BOX < \\� " If ,, � � f 4 1 �) i w \ \ P'. - IF.- \ I I-- ,� i I - MUST BE LOCKED BY FIRE DISTRICT PERSONNEL, WITH _� k,i'l j/ , _�_, I I � I i , 'C'N" j// , - "I-- 1 <*44 ) I / j �, 1 \" � ��-. \ - ____ W W , - i I __� I /h�r ______:V'�`_�� I - I I ' ' I / ,,,- I ��___ 9 % � x \,�� - I-, le, �, i 11 I ! F 11 / -11 __ 1! 11 ; \ 11 ,� 11 N / I-- I -1b, -vk , , 1 r� __ , I ,,`�'j / /le / \ \ ,//V (eil k__j _____/ / I ' ' , \ - "_� Z-10"\ El � . I /// i -, 11 I I \ 11� ___�_, /-\ ___ - ,Ie��_ � y i i i TAGGED AND IDENTIFIED KEYS INSIDE. DOOR SHALL BE 11 I N n_ I I 1411111110' j,j,,,,,,,g I ___+ - � " -7 1% / % � in �_ I I I "I' - , , ,I 11 ATTACHED WITH THE CHAIN PROVIDED AND READY FOR _71,� I i I 11 11 1 r L-4 / i 1\ \ "-4F \ \ I ______N \ ____11 ,e-<� Ni-11 --- ) E� �, - -IN"' lk-i � '_-J, ! \ 1 � � 1_v-,�. - 1-v\ / , '\>- "I .�-�, i p--t,/-\1 I I Aom%� x i I 0 j I EMENN& " I � i _CTOR AT THE SCHEDULED Is Z��<//_ I F _,��,�, : " \ \ 4 1 "____ 4 ��r \ \\/ 4 1 1 -1 / I /I fl --"-------I,,�, ,...?, F / ___\ '-I- ___� �1� i _'j F LOCK-UP BY THE F112E INSPE r A - ,,,'-,,�;�, I / I _� ,----:--,--.,-,,-r ., � / I � j , I // - , ___4___--\ /N, i I 11 -CTION TIME. �, -\ ,I I \ 1 1 -`^�" /� � l __\ / * 0 � - \i i 1 !4 1 11� � INSPE �j %,1,,wj ,z I ( ) ,I k - il f',-,/ ! I i AV IL i I � I "i ��, / I ff a j I, � � \,\�"""';,�,�,". "'_�, -, /, N" I U.j I I i "_� !-�, (-\ I I r1_- ,,� I -"--- I I---- t 11 Z1111, -,,'4-.- 11 --,�,---�ii! '__� � i . / \ \-,/ //i 11� I I \1_, , \`N'1'1�11 i � i�I / �j 1\�'�\\,> ,,\ I � 'l _� ! I / !i _`1____4 � I -- I 'i / I ,,�r>-1 \ � I� j I / 1� . , \_.l�_ 0 . I I _____ I I 11 I I �, � , \�� --\�,i, �j , / " �"/ , I /I I ) __�_ ____/\ I � I , \ \ r I ! I i I -'___ I I 0 ) ,/1, \, if! / ! ,,I -, I 11 , __1 �,/ ?I \', � 11, � NIE ___�,/, I I I�' __�_ %4j >_ U \ , i ::::�,� ,---r I " -,''V I . 1__,__,� ,_ __,� '\\ %, I I , � I - _=�4 1 1 1 1 _,--_k� - - ,� I I__�__�__, --_ i,�- ,� I - I / - , I I I i lca� 1��__�',,;,/� i 11 -, � I i . I 11 40F _1i 1-7 f, i j � . � I--A-, I I I 0 1 � I i . \1 I 11 ______1_1-1 'l, \,- .I I i -"-�1 , I � I / N J 1 / ,if i Cie -4-N, ), \ I i .L , __,,� � � N I/ i ! I I ,i , EM] 1A _______�-1 I "NO PARKING" F112E LANE SIGN 9 11k 11 `-, \ I I �� N i �1_ , - Y " I \ /l 11 / I �X, i .� 11 f I \1�1_ , ___,____��, � ,/ ,,_6i 1C) ,I I \ I I , � � ,% \11 I 0 PE12 SIGN TYPE 12.00, SEE kfts) /0"N -,\ I I I' I I � I '! / � I I-I- l,� \ ,(,r I \'\,-,/ )i � \ "'? \-i i ____� ___z ____ � I I 1/ ly A i + -_ X -1 1� � \ \� __`1 100___kkk� I , /,I APPENDIX E, PARK SITE �ftwj , " 1 I i \ I 1, �_j i I " I , , i ___/1 1, \\,\-�� k if / __________ It 0 ---i , 1 i FE] / , I f - / I �" j / // � , I \ _"� 1 ,"I I I 1, I I ,I� // I OL 111�> I- --------- -7 / /I �' - , j I" ;;,� \ I It I / 1� ---\\:T I "I - l, , \ ; -_-, I I� 1 -I-- L'--- I I / v 1-11, / /--pi v- � -_ I �1� e ill"' �m '11\�, J Ij )i '-, 'I I � \ v _/ I � z __ - SIGNAGE. (TYP.) I f /"I / " i W , , " \ '�, \./ - ,__�__ � � 111 ,,,rlj', _�_�11 _ 1__�� I ! 1\ / __j _�-- "I - I/ / I/ I ,_ ..2 - , tj �__ I 1, --'r- " _---____�� I -1 11 7-1 __ ( 11 i i � I >__ I � 1\ ,___T '�14,1 10 I//-I 4 � ff IL / 1, U ! 11 � _�, \I\- / I _/___� � , , 2 10 I I I a 0 - i � ,> __/ / ,,, , V 1--__ N, / �, / I / =.- I \, I� I k \ \ i / �__\ I/ /-, ,,�/ I --,1 i / I _ 11 i I i x N , I -,,-- / i ,-- 1, f - . � I I 11 , � I' / I t Uj '_� I � '� I '-N �__L \40� / N 1 4 � \� / - � 0 ,r /I'- I \ I I I 1 1 '�, , / i _\ ',�� _,� 1 / \ 11 i I I \1 � �, ��, I- I ",/ I I I 1 1 �� i . I 1\ I \ I I /,I N, 1 El � I / i j , I __� ,,(�� j 1 �, J, I - \ V � .1 � -_ z (n 11 9 1 / t 110,--IN I t� I " - ,, /-, i l r , X ---711/ � - j ; , I \-\ �_,____N� / - ,/ 1� / / I / ,N " / \ 1 1 �I___ - _v I, / \ 1 \\ V I , �,"` " <k' I/ / k I I '_� I f ff / � I I ! " ,,_ I I \v '\/, / ____l � _\__� / \ -,i,,,,I 1 1___:5__� I/ _�/ � / A 1. I,- \� 1 I/ . � � /,� I-- _Ad I .-L � ! N\\\,) _11� - Ne el ,��-�e P, -dollp, I/ f / I I F - - / I I , \1 11 191, I I � \ I,- L 4 __1' -1-11 --- I //, 1__� � _,___�,/ \4 "'! I \ 11 I\ \ I � ; � '\�,��___,__,�', . 11 11 N ,� - /�_11 ,----' I'I- / \ iel I I 1 -1 I -----" - � '1� . I / ,/ / / I I N ` I <k , El i 1 1 1 1 i, ,,--,I / \1 \ , , , I _� -, _--� � , 1 I l , 11- �, ----I_ I /,�, \\,,,� /---- _N/ Z ><�--,,z ') , , \ \ /' I I I I J,/- 1 - \ ) I . �j� - / � I 1-1 f I ,,�� - ,N_1N/ I I / " ___1 �, ) i ! I , "--- i -.1 \ /1, " -, '141,_ � 1 \�__l % 1 ,1 i \_ \Z> I � I 1/1"� L_�,/ J I/N 1� -_ - i \ ___111 I '___1 1_1_1�1 I \ /__' ____�' z k i I "I \ / 1�� j - N , /Z , �_., � 11 \f, \ , / i I i " I % I/ I i i I - )/ I- --_ _- \\ i 1\ __ ('1%, %,� 1 j ! -\-\ \ / / -S X) 11 N/ ,,---/ \ I i --9+ -- , I � , '\V � 'N �11'jvi I - 1-1 I I � i , \\� \ ! \ I \ 2 q I j,--_�,! " 'I--- I j i I I '1z \ ,/ \ 11 v 1\1> / I / � /i'�P,- --, 1 1 - ,/' " \ i i I I i P_" �,_,_____�\ I N, "If I __1 I �',__,:�� \ � / I ! . , I 1__�, / \ ,',17n, �_ ___---- - '� ( \ \ \ I, / 1 1 4 1 -,,, _____ ( /11&7- / <�\ N I I / / N"N" / I 11 \ /iv in I - __�,, 0 25 50 100 \ _1�1 I I I/ � I � 11 ", 11 -_ l'y ij � MIL0100000" � \1 1111_____� - \ i ; -N,- / \ I J _�� r__;_X\ \ 3 1 ( / I I 11 � i \ 1 I \/ / IN I \ / ----^ / � 3 \ � __� / ! \_,/ _____1\ / IF / I/ 1�-,__-f---__---?' 11/ /I //Xz,�_,�, -_ - I F \\�' �� I/ I H 6 I _�`/ /,__---�� / I i '111 io i i __11\� I 1 ,;--- --i \11,/ / I / / / �_ I - =__=__`:_:& I,--,- / / \ I 1 �-4 �, ,,,,-\, ,I � / / / i,� / / / / _� v ,\\�> / -11 J /� 111 �, I '�'j , i , /II I\ i I I I i - /I ___ -__ I i , ;� / 't / � , - I !] v i- .� -_ , Ic-, V, _`1 I' _/ / / / \ \ / I - / __1 , " -, , I / I IN, / _% \ Ili � ^ \ I I ,,,J--' f P) / I-- I- \ i ---------� I I --- I � % I, � / \ - \ I �j �/, - I I �11 \ I I , / /,�_�, , \\ 'I----,/�__ QL 1�� // - __1/ �! _r I / � I \ 11 // ,__`\ , '\ I/ I / , \ 1__.__1�1' / ;I . \\ % V i I \j - / I 11 / y , \ ! % 11 I \ / I �f � ��? - i i y i 111 I f ,I / / , ! i FOR CITY USE ONLY 1__� ij I I I - - I ,I i I I � \�111111-__ 5\ 1 i REVISIONS �_' '!� i _�__ - � � �� ? "ill, � I 9 � I - -11, i F I I #0%..- �I - �_ 11 I i 2 - � i DATE DESCRIPTION APPROVED INITIAL DATE ---/,/ z J, / _-___j '\ I \1 i � 1-1 - _`,� i 11 I 1,1-11 I i - J�r I I --- i ,/__��, ) 11 'I / / ( I i \� i fl___� / ,/ /�� I 1-1 , /-11 / ,7 1 (_ /1 �I � _1j I '�_� i \ \ / 1_1� I! /�,_� -�1� I I � .L - r ii I I I , ____� / '______� ,4,1" ,,'- / / I I'\ / / , I \ lk \ \1 1-N' I," � / F IL 1", --\/ I'll � / i __/ -,-/ ;�,! � � 11 I -1-11 - _%, /I '\/ I TITLE: � '1_1\ � � w fj - , i !'--' - \ \ I�e / I / ;,�_ I I- ---, ,,J/ 'i � < - I--,-- -_ , -4- 1 08/04/03 ,& ADDENDUM#1 STREET - / f If � 11��/) / I -------�x--- �� /N \ "_, , i I -_ / / I I �� / -1 1 ! z � 11-1 11 I I / i _/ � I - i \\\7/, / �_ I ---,- _,�� El / ii;l!!,�i , ---"/ - , _________1_1 � k // 11 1, \,�\� ,v____, I /_ v I Ill ; � 11N / / . f ,-/ / ! \ \ 1p __�_-1, ) - /��- - 'A,----- / �� I 1 0, I // i I ____11 -I- �,� \ E ; ,_�� / / . I ,------- , �_ / I ell N / I '\� I I I I � �! I CD I X / /// I I / / 0 f . r I I , 1 - i +I-- WATERJSEWER - , il i I \--�"/--,___----` 1� \ / / \ I I I!, I 1, i i '1_1�1 / I I I I i It \ 31 \ / / zl_� /7 � / / ,I � 1 1� I ,,,,,-- <� I � I / i A00%. \ �, 0 \ --- . - ----,-/ -z' '__ - \1 � I 1 1�,�4 � ;_�! I /-,�/ 1� 1 F , / i, / /-NZ \ _____ � / (9 ,�� " ____ I ! I( \ I I � � ! I GRO/DRAIN "XI / _ k \ p [-,, \ ,_,__� /I _�� --,,� f // - "I-1-1 '�_, .I,--_,,,- ------ / \ t I i i I",I I I '� � 11 - f It , / � I "_ - - i I I 1� �� / ,/ /11 l i I 1� , / --, \ 111,� ------------,7-- - � >_� ) / - � I I FIRE ACCESS I I / /F - I i � I , � 1-11, - / / / - Ir I / "I / / If -1-1 ,,,� i �� I TRAFFIC (I / / /\ ,,, 11 // �, N\ \1 il LLr-j --- ____1 � / __� I, 11 . � I _J_ I I-N` 11 N I I? / / ", , 1, I IF / r In ,\ / / I I i ---1 \ ,11 I 1" // I/ % / / _�, V \ N`N_ � / / 1� //- ,,-' Z------ \ , I I I I t__ FINAL CHECK PLAN llil'�zl' �j � IV / �V I ___ - 11� I/ / n / / / // 1� I,/ I / N � / il ! ; - xx,l - / / / , __________4_ i N I H! "I i ! 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N I 7 k P-41u:7 ' F,---,, , I I� � I I - . I . -U-Tuv I ... i ____ � , 1,, I fr�� ___ (-�_--� I i - i . ____4 � . �� I t�� I i I -------f- I I I ! i 11 I DATE: 07-21-03 �� - 2__�ja - - k,,-- - - - ------� ____� 'I I � X DATE COM�MqNITY SERVICE DIRECTOR tO�� - , - i , 11,\E X,""ao L06 ,� APPROVED / SHEET: I _� r, CIVI 11�_ . p 0 SHEET / �14 OF I IF p-I DRAWING OF OF C0 xWn //� ,), nal�wYNO. . 1-%TE t� R C E N 0. Z 'f ' LC a VN G'I'N-E E R - (6`412 2.,,,( a - � _ : � - -1 I Ranch Cucamonga Central Pad,< 29070112-9070-C-d I __ 3 1� " iI 1-111-11-, 1-11 I I I I—- -111, I I - - - - - - � . . � " " ll. I - I , * , , , , , I �- �� I ,I,-, ` .1-1 - - I I IS l" ::�__��_ __", 4 1 0 1 ,_ `-1`4 It, "' � "I �1`1� " �, �, 11?1`1�1'1 I i I > I i , - �_�f_ I , I I � I . . . I � . � I . � � . CENTRAL cj 16 Al -GEND: 7 LE 2 2 (D TURF GRASS, PER PLANTING PLAN oo�— — 0 GRASSPAVE 2, (800) 233-1510, 012 7 + / I APP12OVED EQUAL, INSTALLED PE12 2 1 7 6" MANUFACTURER'S SPECIFICATIONS. P A R K 2 1 0 1 2 WASHED CONCRETE SAND INSTALLED P-R MANUFACTURIER'S SPECIFICATIONS. RANCHO CUCAMONGA 95% COMPACTED CRUSHED M -LLANEOUS BASE PE12 ISCE: 4e/ 1� MANUFACTURER'S SPECIFICATIONS. .... . ... .... TENSA12 GEOGRID, 012 APPROVED 4 x EQUAL, INSTALLED PER F< MANUFACTURER'S SPECIFICATIONS. 95% COMPACTED SUB-GRADE < K, 4,7 PER SOILS REPORT. ;z7 11 6 4 12 11 12 44. 1 1:) HYD120GI20VV C12YSTALS (SOILS 0' .4 CONDITIONER) PE12 SPECIFICATIONS. 11 \AIN. TYP. TYP. e- 1RJM DESIGN GROUP INC. 11-� I I c V, A I CONCRETE MOWCURB. CONCRETE DESIGN Al 1:3 31591 CAMINO CAPISTRANO < SAN JUAN CAPISTRANO,CA 92675 T A4- UR MIX SHALL BE OF STRENGTH TO SUPP012 TYP. -EN BOOK'. 1@0 LIMITED ACCESS CURB 10 FEET LAIR TRAFFIC PER 'GRE 949-493-2600 FAX 949-493-2690 6.1 VEHCUL LEGEND: I — I 1EEI I Fli I I—Ei I EEI I WWW.RJMDESIGNGROUP.COM T12ANSITION TO 6" CURB, TYPICAL. I,EEI THE -1 12 Co 14 11 1 =�E�A NTINUOUS. I . I 1 14 r Il CONSULTANT: F112E LANE ACCESS PER SECTION LIMITED ACCESS CURB POINT OF BEGINNING (D B-B, SEE DETAIL 5, THIS SHEET. Qi-) TRANSITIONS TO 6" CURB. THE RADIUS POINT IS NOTES: 0" CURB 91'-6" FROM THE SIDEWALK CIENTER POINT. G12ASSPAVE 2 MATERIAL, HYD120GROW lool%v� TYPICAL. (S 9 CRYSTALS AND TENSAR GEOGRID QBORDIER GROOVES, PER DETAIL 4, THIS SHEEE U2 TOP OF LIMITED ACCESS CU128 ENDS, AND THE AVAILABLE FROM INVISIBLE STRUCTURES TOP IS FLUSH W/ THE TOP OF 6" CURB, TYPICAL. SECTION 1 (800) 233-1510. G12ASSPAVE Z MOWCU213" PER DETAILS I Z 5, PROVIDE SCORE JOINTS A 10'-0" ON) "THIS SHEET. 12 (L3) WA12NING MATS, REFIER TO DETAIL 4 CENTER. THIS SHEET. CONCRETE SIDEWALK. ALL EXPOSED CORNERS TO BE L------i CONCRETE MOWCURB PE12 DETAIL 3, SH E-T L2.1. ROUNDED WITH A 1/2- 12ADIUS. PLANTING Al2EA FIRE HYDRANT. 7 (j6 FIRE TRUCK TURNING TEMPLATE. 6' CU12B PE12 CIVIL ENGINEER'S DRAWINGS. SUB CONSULTANT: TRUCK TU12NING RADIUS. 266- FIRE MIN. BOLLARDS SCALE AL SCALE 10% % r=20" I (103R A So`S"'F-1-m"k AVE MC`)%WCu'k-11 d 3 Mur 6�� k-1o1uA"um` VVA%I 1NTE"kmm-.%1orNE(o.NT1u1N LEGEND., (D ASPHALT 120ADWAY PE12 CIVIL PLANS. P -T GUTTE12 PER CIVIL'S PLANS. 4 STREE uj LEGEND: FLOWLINE PER CIVIL'S PLANS. CONCRETE CURB. (D OL CAST IN PLACE DETECTABLE WA12NING VA121ES A.C. PAVING PER CIVIL ENGINEE12S uj BY ARMOR-TILE 0 (800) 682-2525. DRAWINGS. TILE 56X48* TILE or- INSTALL PER CURRENT MANUFACT- URER'S SPECIFICATIONS. P, ADJACENT "GRASSPAVE" PAVING, DETAIL I THIS SHEIET. ('6f' V�E�HICULAR CONCRETE PE12 DETAIL 2, 36X48 TILE' '\,_SHIEET L2.1. -D SUB-GRADIE AND COMPACTE- BASE PER SOILS F-- AGGREGATE 24X36 TILE. PE12 SOILS REPORT. COMPACTED SUB-BASE 0 k2) REPORT. 3/4" LIP. UJ 12" MIN. B012DE12 G120OVES AT 3/4" O.C. 36X48 TILE :, 4 \0 6 TOP OF CURB REFER TO GROOVING CASE AND SEC. Q ��A 'X" 1127B.5.10. A*� 4�4 A: 7 u3 o 18" O.C. EACH WAY 36X48 TILE ' 7 3 4 7 24X36 TILE. NOTES IL '4 4* :111:1 Millill 'El I IIH 11 Ila IIE: fliEll A CONSTRUCT CONTROL JOINTS Al -XCF LI z AT REGULAR INTERVALS NOT E= -EDIN �,oc P�\( 1E FRI 0833 MA -T L2.1, 11 11 1 -T PE ?e9- ;,— 4: < 6 FEE EIR DETAIL 1, SHEE 0 AND EXPANSION JOINTS AT 18 -12 DETAIL 1, SHEET L2.1. . ...... FEET O.C. PE: -CTION SIE 4 -D CORNERS ON PCC CURB ALL EXPOSE =now TO BE ROUNDED WITH A 1/2" RADIUS. NOTIES -1%. f I I .( n N CONTRACTOR''TO SUBMIT SHOP DRAWINGS ( 7 ) LENGTH OF T12ANSITION FROM N(?RMAf -VIEW ANDAPPROVAL PRIO12 TO FORRIE o CURB TO ACCESS CURB SHALL OE I FABRICATION. SEE SPECIFICATIONS. VARIES CU12B SHALL BE CONSTRUCTED tie uj OF PORTLAND CONCRETE CEMENT Al SECTION A-A 520-C-2500. 0 uj SCALE A VV A PA I P_ III OOM SCALE POW& A .00`11IIIIIIIII. ?OON owft%� 401%, PM%womft SCALE F- �z LIMITEL) A A" uk%.�Ebcb- U k1d, t:3 AA 7 "u" ETE(D""Th "LE ko"IN ING'ki 1"qqmem%,AMFm`k z kj Lu LEGEND: z ASPHALT 120ADWAY PE12 CIVIL PLANS. STREET GUTTER PER CIVIL PLANS. FLOWLINE PE12 CIVIL'S PLANS. TURF G12ASS PE12 DETAIL 1, THIS SHEET. 'GRASS PAVE' PER DETAIL 1, THIS SHEET. WASHED CONC12ETE SAND PER DETAIL 1, THIS SHEET. -LLANEOUS BASE PE12 DETAIL 1, THIS SHEET. CRUSHED MISCE ENSAR GEOGRID PER DIETAIL 1, THIS SHEET. TEE REVISIONS FOR CITY USE ONLY ,.PFR DETAIL 1, THIS SHEET. DATE DESCRIPTION APPROVED INITIAL TITLE: 10 VEHICULAR CONC12ETE MOW C RB 08/04/03 ADDENDUM#1 STREET WATER/SEWER 11 PRE-CAST CONCRETE BOLLA12D 12EFER TO CONST12UCTION GRO/DRAIN FIRE PLAN TRAFFIC 12 *s3REBAR CONTINUOUS. FINAL CHECK PIV DETAILS AS CONST. Z 7 10 THESE PLANS WERE PREPARED BY: FOR PRIVATE USE REVISIONS "DATE INITIAL DATE INJ-�0 s p MAX- zl .OE DRAWN CHECKED co NAME DATE 4 < LICENSE NUMBER FILE 77— CITY OF RANCHO CUCAMONGA -et i -:::I I E:-d I I I III I I III- PROJECT NAME CENTRAL PARK 16 11-6" VARIES --1# 1& JOB NO.. 290-70 ,PF— SENIOR CENTER AND COMMUNITY CENTER 11200 BASE LINE ROAD 8 12 9 SHEET TITLE DRAWN BY: CEH SECTION B-B ]FE e y 1, los CHECKED BY: LM APPRO fqO. 24953 DATE: 07-21-03 DATE C-0�4UNITY SERVICE DIRECTOR pj- Exp, 7 qz! SHEET: APPROVED o SHEET/� OF� SCALE e0'1,%e0"1% p A SCALE DRAWING OF Fr. A(4 LO5 NO. amp q2 0 5 GRAO�:) A'v'E oe'm%EC"q1m10w*tN 3/4 1 DATE RCE NO./ �LENGINiER 4— ELM. V-AN yy . . . . - - , I --1 1, - I .i� I/ 1i l:��,,i I I i,,�1 l I 1 i�i,i,�!,,i,,"'.."'i'l................................../�,, 11.,�� ': . I � � or- I __ _ __ . 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I 1� � I I,, , - 11 _,,�,, I I � I � CATV SPLICE BOX I � j . � - :1 - - - - j,-:'1_1-' �, � I �', I i I � ' ,,,,%� ��Ti,-_� z � � ;, 1. �, 11,� , I , � 1__: " -1 � INNEM �, I f ! I � �, "_' ; � � ! PROJECT NAME M � ; (D'1471130" � � -,�i , -,_ , � - � i , A � . -� ;, `�, i - - j � i .1 - - -"' -" '--- , I � _-111_--_, _'_7____,�_-_ :=__ - 1: I . -I- I JOB NO�: -,-- " -----,;-,-" - 1__1-,__ __________-- , ---,,,----� -- _', -,�, _ ________ -11-1 _- ",I-1 1-111 I , , , , ,��_, . ___ ___ -_ _ -,�-, I �i � �,,�';I I'-- , :-�,,f "' , (PROVIDED BY CHARTER) I___ _2 ;", I 1-1 ,:�,, SENIOR CEINITER AND COMMUNITY CEINITER � I ""� � � 1_,� i _! , � I I— . �:,- - �� ; ` �'��, "�? � � -, I,�1�f,��4 -,- ._", L1,11, �-��',, � � � , _! � i _,__,_"", -, �" ��,I �11_�', -�!' 1,^,';��,�,, ,�-,,�,,,j-, ---1- _�_1 -.1-11---1-1111". 11-11-11� --"--"'_ __ : � _ "'' , 1��' ;1"'; ,"�-, ,_._,., . _t_-1 I-_ .:111- �--- f .I --i � ---------, - - � I "" 'I" I A"',,,,, .7"C"i", �_ �,_1_1___-_____11 11 � 11200 BASE LINE ROAD -111-1.111-111. --1 __!�I'll , , The d ry utility lawout plan is diagrammatic. The '' . � "I ; -1 � -_ � 1-1 "I 11 I , -11 � _____ I :.'' y I -1- 1- ! 1-1-11 I � -11-1 -1.-1_1_-_--______, -1 �_. ----1111 _____11_______11 � E I 1 -11 1-11-1___--1. 1-1- 1-_1__1--- 1�_, ,- -,.. _' - 11-11---- --111 .1-111----1 . 1.1 1_--1_1_11_11_1--111_- .;- --_--_1-1__-_ 1-11- �--11111-1-111, � I � I � I—, "I--11--l-__ _____________ -11, ��...... -__-1_11 ` I � � � i I i I .11-1 I : I -, " ,_,_-_11.__- _11---l- � z -, � I 11 I "'11- , -1 ,� -t " I -11 , _", -, - ; �'; ; � I : I- . �� 1. � I I I—1-1_1--___-.-,__-_-------- ._ �_.11.___1____11 1-1111 .___1_--__------ -f__ �__.-� -,-_-.1 ,�� ,I,' ", I il,� i I � _. -1 � - � *1 ;, - - �i � : � - I �_ol "I _ �, � '_ __4 f. : - I I ; I " � - --' SHEET TITLE DRAWN BY: � , I I I . I x -'-, I I I I � 11 I; I � � ; . I I I trenching conlractor shall work closel,-,r with the utility ! y PREPARED BY: I � DRY UTILITY LAYOUT- COMPOSITE . SERVING UTILITIES: REV. REVISION: CHECKED BY: DRAWN BY: DATE: ! I - inspectors for acceptable radius U11,ends and sweep ; CHECKED BY: M C-),R R 0 W I I r%ositionin,-- into the future structures, avoid conflicts wit'- * *EXISTII"N' G UTILITY STRUCTURE LOCATIONS ARE AN ESTIMATE EDISON - 5 1 1 APPROVED APPROVED V U n - -_ MANA(]JEMENT I DATE: other future site elements, to include but not limited to f IN VERIZON - 4 355 N.SHERIDAN ST.,,ste. 106 - I I " I �� ON HO OT br-"" E CON " SIDEREUr" SlrJ--,, ECIFIC,, " AS BUILT') DIRECTOR DATE RCE NO. CITY ENGINEE _____-_-_____ � other utilit%-, structures both above and below grade, site \ / � CORONA,CA.92880 1 1 SHEETY, V_\-01 '%.I- V, -1,1,,�, , � y I \ (909)270-1919 1 257 296 -1 GAS CO - 3 � SHEET OF fl, nings, and future I - I � walls / pilasters, light poles, site furnis' UTILITY DRAWINGS, FIELD , REVIEW AND SURVEY DETAILS NEED I 1 (909)270-2650 FAX � I � tree plantings. ' CHARTER CABLE - 2 bobby@morrowmgmtcom I � DRAWING NO. 19'2 1 - DU=1 A10 . TO BE MADE TO DETERMINE SH" ECIFIC LOCATI01"N' S. � i I � I I I I __ I I I � - 1 MAP 1/6/04 PREPARATION DAT& ; -1 "_��,11� , I I 1 12/4/03 � 1__,�A ,,^� � I I I I I i 'I- ; . I - � ME -I"(' '_ - - " I I -!!!m " :;� "1, " , "" j- i _'N 7� 1 & ' , ' ;1 AP'/" "I'll ' I i� �z ' I ' .:_-- --"---,: - __=:�--,-" __7-__�__�--Z7-,\--- - ,-- ILI 1, .1 ILI C / I W , - , - - __ , t f . i , I I I N. I I-Nr4\ VL 7 N __ --...-.- 1______1 Nlll� I' I � . � I . . I I I I I