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Home My WebLink About2421-L - DSCAPE ARCHITECTURAL L LA N_ P11 ANS CITY OF RANCHO CUCAMONGA PUBLIC WORKS DEPARTMENT TRACT 18508 879!4 LION RA:NCHO CUCAMONGA, CA 91730 LANDSCAPE MAINTENANCE DISTRICT NO . 2 N MR. DEAN RODIA KENYON WAY & LARK DRIVE CO:: TACT. RANCHO CUCAMONGA, CALIFORNIA VICINITY MAP GENERAL NOTES SHEET INDEX --- -- NUrrtb r Sheet Description 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY, L-1 TITLE 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 2 L-2CONSTRUCTION L 1 - L BE PERFORMED A SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.�, ALL WORK SHALL ACCORDING TO THE CURRENT CITY STANDARDS, CVWD STANDARDS AND STANDARD SPECIFIC ONS CONSTRUCTION PLAN A D PROPERTY DAMAGE INSURANCE AS L� PLAN CONSTRUCTION 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMNS COMPENSATION PUBLIC LIABILITYN REQUIRED BY LAW. L-5 CONSTRUCTION DETAILS " UTILITY L _ 0-422-4133 TWO WORKING �. CHECK FOR EXISTING U LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1 i30 DAYS KEN'YON WAY- PRIOR TO CONSTRUCTION, L-6 IRRIGATION m7 L IRRIGATION BASELINE R 6. , L AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL _ 'O SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L- I I TI L, LIJ AND REINFORCING SHALL NO E O STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE �' ' 7. WALL FOOTINGST B L GATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND L I I TI TAILS �I ° 1 CITY ENGINEER. LIj 10 L-1 0 IRRIGATION DET I F VERTICAL FEET T WIDE FLAT AREA AT THE TOE F ur 8. SLOPES IN EXCESS O ET SHALL HAVE A WIDE FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 FOOT O SLOPE. ,I LI 1 PLANTING PLAN 1 COMPLETION OF INSTALLATION,AN M THE INSPECTOR THAT ESTABLISHMENT IS 9. UPON COM ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM -1 L CHURCH ST �, � ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 60 DAYS)SHALL COMMENCE.. SAIL MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION CIF LEAF-OUT, FALL ' 'I L R OVERALL DE MOWING WEEDING IRRIGATION,COLOR,FLOWER COLOR, O LL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE G ON, 13 L PLANTING L PRUNING, RAISING ING TREE ROOT BALLS WHICH NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE U G, S C SETTLE BELOW GRAZE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESS C REPAIRS, R WITH PROPER COVE ALSO INCLUDES ALL E ,REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER RAGE, '� 'L I IL REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 15 L-1 5 CONSTRUCTION SPECIFICATIONS LIJ OF ANY CHEMICALS SHALL BE BY AT REQUIRE A P. .A.RECOMMENDATION. 1 a. APPLICATION ST E LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REC�U R_ P.C.A. 16 L-16 IRRIGATION & PLANT ING SPECIFICATIO NS CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION F A AL N-E REPRESENTATIVE, PHONE NUMBER 760-438-0525. � 11. QO C _SE S _ _ FOOTHILL BL"VD 1 L- ELECTRICAL L AN 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: L-1 8 ELECTRICALT IL BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS & BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6"DEEP CONCRETE H'EADER ... BETWEEN CITY-MAINTAINED G,C,AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS ® BENEATH METAL FENCING ADJACENT TO CITY-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 13, MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,ADJUSTED AS NECESSARY TO ARROW RTE MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORDS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. 15 14, PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECT OR.ANY UNUSUAL TOXICITIES OR NUTRIENT DEFECIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE CITY INSPECTOR. ® ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. N.T.S. a PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. - --- -- - --_- _ - ' R15, PROVIDEDFORYOU CONVENIENCE MIEN CE ARE THE FOLLOWING. MAINTENANCE RESPONSIBILITY MAP A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST,(JAMES FREI) (800)483-3000 --- - - - - CONSULTANT B.VERIZON (760)24 a-0330 - - - C.SOUTHERN CALIFORNIA GAS COMPANY (800)427-22017 D.CU'CAMONGA VALLEY WATER DIST, (909)987-2591' 10440 ASHFORD ST,RANCHO CUCAMONGA,CA 91730 L A N D S C A P E IVI ENGINEER i E. METROPOLITAN WATER DISTRICT (909)693-7474 F.ADELPHIA CABLEVISION (909)983-9895 ARCHITECTURE DUPONT ST.(PORTION OF REDHII L),ONTARIO,CA 91762 AD LE AND ASSOCIATES G. CHARTER COMMUNICATIONS (803)566-2757 SITE PLANNINGPITT11FYE. STE. 230 6680 VIEW PARK CT„RIVERSIDE,CA 92503 H.SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 Rancho Cucamonga 7951 REDWOOD AVE., FONTANA, CA92336 1 1-A TRADEMARK ST EET CA 91730 CA 917310 (909:) 481-6322 Rancho Cucamonga I, CONTACT: MARK BERTONE - _ Fax 48 1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MIDST BE PURPLE AND MARKED RECYCLED WATER, 2. ALL VALVE BOXES BUST BE PURPLE AND MARKED RECYCLED WATER,THE COMPLETE BOX TOP AND BOTTOM SHALL BE PURPLE. 4 CONTROL RECYCLED .. 3. ALL SHUT OFF VALVES, L VALVES,REGULATOR VALVES,SPRINKLER HEAD CAPS,SPRINKLER RISERS, STRAINERS AND ALL RELATED RELY LE PROJECT ANAE • a 4 RichardI'�Ftl�i'�"iFill�Dl -. WATER MATERIALS MIDST BE MARKED OR TAGGED RECYCLED WATER DO NOT DRINK ON ONE SIDE AND IN SPANISH ON THE OTHER SIDE. � .� • _ � CA Lic. 28 AZ LIB. 29115 �� i� l� E�I k 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE I I CAN BE BURIED. - .,• � 5. IRRIGATION CONTRACTOR SHALL SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION', V Lic. #44-6 D ellrO hl ifr de I n rou .com t r 6. CVWD WILL SUPPLY RECYCLED WATER DO NOT DRINK SIGNS. 1 7, QUICK COUPLERS TO BE ACME THREAD TYPE AND MARKED RECYCLED WATER, 8, QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. _ - 9. ABSOLUTELY NO HOSE BIBS OF ANY FIND HOOKED UP TO RECYCLED WATER. r-GRIMALDI '' - 10. PRIOR TO TURN ON AND APPROVAL OF RECYCLED WA T ER IRRIGATION INSTALL TEMPORARY RP BACKFLOW DEVICE ON LANDSCAPE PER CVWD STD. , DRAWING#111 WITH A STRAINED UPSTREAM OF BACKFLOW AND A ACME THREAD QUICK.COUPLER FOR RECYCLED WATER 2FT,DOWN STREAM OF LAST I 1 ELBOW, IN A PURPLE VALVE BOX MARKED RECYCLED WATER. k TAL DISTANCE BETWEEN DOMESTIC T THE - -_ 11. THE HORIZON C WATER LINES AND RECYCLED WATER LINES SHALL BE 10FT.AND TH VERTICAL DISTANCE SHALL BE 1 FT. WATER LINE CROSSES V (P TWICE DIA. OF PIPE 1 IF A RECYCLED SS_S OVER A DOMESTIC I I WATER W N 4 PVC PURPLE PIPE C 2 O S C R LINE, RECYCLED MUST BE SLEEVED !SC 0 C I EXTEND 5FT,ON BOTH SIDE'S OF PIPE. CijCAAf0 � COPY AND 1-PDF PAGE, s 13. SUBMIT 1 HARD CO COPY OF IRRIGATION PLANS TO CVWD WITH STD.DRAWING#402 AND THESE GENERAL NOTES ON THE TITLE G ,� I ALSO SHOWING A MINIMUM OF 10FT SEPARATION FROM IRRIGATION TO POTABLE SERVICES, 14. TYPE K COPPER OR BRASS PIPE FROM METER ER TO 3FT.PAST PROPERTY LINE WITH PRESSURE REGULATOR IF REQUIRED &ACME THREAD QUICK COUPLER 1 INSTALLED. SYSTEMS P,, CIS •� ` t } 15. NO LOOPED IRPIGATIC3N S EMS SHALL BE PERMITTED,ONE SERVICE PER SYSTEM. '�` REVISION _ * i 1�O III` 16. PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES, 1 I T IN.k: PIN A ME 17. DRINKING FOUNTAINS PICNIC TABLES�BI=HONES SHALL I�k'OT BE CONSTRUCTED IN AREAS WHERE OVERPRAY FROM RECYCLED WAI ER COULD CO C A R ID ,_ '----'`�--_. � .� - CONTACT WITH THEM. :0 I _ FOUNTAINS 1' DECORATIVE WATER FOUN S SHALL USE POTABLE WATER. .SUBMIT T D 1, POTABLE NE TO ALL FOUNTAINS.ALSO PLANS SHALL 8. , S 8�11 DRAWINGS SHOWING QTA E LINESALL DRINKING&DECORATIVE FOUNTIANS EATING AREAS,AND SEATING AREAS. / MEETING NEEDED 19. PRE-CONSTRUCTIONPRI OR T O STARTING ANY INSTALLATION OF RECYCLED WATER IRRIGATION. TRACT 18508 rti, L •.. I C I� IRRIGATION T INSTALLATION [ SHALL ADHERE TO CVWD AND THE I CURRENT RECI_A[MED WATERNOTES, T DRAWINGS IFI TIC s ROW 2016 a 00047 LANDSCAPE QUANTITIES ` TEE SHEET LMQ LANDSCAPE SUMMARY ALL HRDSCAPE AND LANDSCAPE TOTAL,EXCLUDED BUILDING: LiCI TOTAL PLANT RJMM�41' E DATE: - 1 !' TOTAL SQUARE FOOTAGE 33,879 SF BOTANICAL NAME COMMON NAME SIZE WATER TOTAL C A P ENGINEER TOTAL ACRES 0.77 ACRES USE STY , �u PROPOSED TREES �X �`� �� 0, DESIGN - - RECOMMENDED MENDS Pistacia chinensis Chinese Pistaehe 24"Box M 7 HIITDESIGN IRRIGATION AREA 20,653 SF Lagerstroemia i.'Muskogee' Muskogee Crape Myrde 24 Box M 4 � s c� k � SHRUB AND GC AREA 20,663 SF Q P /D LANDSCAPE ARCHITECTURE DECOMPOSED GRANITE 3,419 SF SITE PLANNING LE 3 720 SF PROPOSED'VEGETATION l igna a D "�N 1022"1-A TRADEMARK STREET HEE LANDSCAPING COBB__ , Anigozanthos'Sush Ranger Dwarf Red Kangaroo Paw 5 Gal. L 595 -53-d RANCHO CUCAMOI GA, CA 91730 �_1 1� Ken 5Gal. L 146 Renal gate Rosmarinwsv.'Ken Taylor' Ke 3-8 (�C}�)�IS�4-2817I3 FAX:. t�c�9)484-28Cd2 OF N.T.S. IMPERVIOUS PAVING, NEWLY PROPOSED: 6,087 SF TOTAL Salviagreggu Autumn Sage 5 Get. L 254 Qafd Salvia leucantha Mexican Bush Sae 5 Gal. L 356 83 g CHECK R P+dt?. DRAWING NO. Rosmarinus o,Blue Spires` Blue Spires Rosemary 5 Gal. L 109 Lantana'Lemon Swirl Lemon Swirl Lantana 5 Gal. L 862 O 1r7� IMPERVIOUS PAVING, EXISTING TO BE REPLACED: 6,206 SF TOTAL_ Parthenocissustricupidata Boston ivy 16Gal, M 73 J C/DP MATE. _ JOB NO. 1 - PROJECT Sheet No. 1Of 18 I KellwA 6M 10 a 0 i � � a � a i � a ® a ! � � i • � � � d �`y, 0 '. 0 " L�i 0 8 0 cffy ic APPROVEDI ROW r 0, STRUCTION PLAN 0 10' ' O' CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND /OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN', SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS, STAKING FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS'. 3. FOR SITE GRADING, SEE CIVIL ENGINEERS GRADING PLAN, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED REFER TO IRRIGATION PLANS. 6, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 8. ALL CURVILINEAR WALKS, CURBS, CONCRETE MOWSTRIPS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE, ALL FORM WORK TO BE APPROVED BY CITY INSPECTOR PRIOR TO POURING 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND ' /OR ALEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE, % ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB 11, FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4,201, 303 AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST INSTALLLATION OF CONCRETE WORK, MATERIALS, LABOR AND CLEAN -UP. CONSTRUC`**TION INSTALL 4" THICK NATURAL COLOR CONCRETE PAVING w /MEDIUM BROOM FINISH, SEE DETAIL A, SHEET Las INSTALL CONCRETE CONTROL JOINTS, SEE DETAIL B, SHEET L.5. INSTALL 1122" THICK, FULL DEPTH EXPANSION JOINT. SEE DETAIL B, SHEET L -5 INSTALL 3 "' THICK LAYER OF STABILIZED DECOMPOSED GRANITE TRAIL. COLOR SHALL BE'CALIFORNIA GOLD' AVAILABLE FROM SOUTHWEST BOULDER AND STONE, TEL: 877 - 752 -7625. SEE DETAIL D & G, SHEET L-5 INSTALL 6" WIDE x 8" DEEP CONCRETE CURB ALONG EDGE OF D,G. TRAIL, SEE DETAIL C & F, SHEET L -5 INSTALL 6s" WIDE CONCRETE HEADER IN PLANTING AREAS, SEE DETAIL C, SHEET L -5 PERIMETER WALL PER TYPICAL FRONT YARD PACKAGE PREPARED BY ARCHITERRA DESIGN GROUP. PROVIDE AND INSTALL, SMOOTH GRANITE LANDSCAPE ACCENT BOULDERS, GRANITE BOULDER AVAILABLE FROM LOCAL QUARY, PROVIDE SAMPLE FOR OWNERS' APPROVAL PRIOR TO DELIVERY AND INSTALLATION, SEE DETAIL D & E, SHE Las. BOULDER SIZES SHALL BE: A. 16" TO 24" D IA. B. 24" TO 30" DIA, C. 30" TO 36" DIA. INSTALL COBBLE PAVING w/ 5" TO 8" COBBLE. C. SEE DETAIL D, SHEET L- 10 PILASTER w/ CAP' PER TYPICAL FRONT YARD PACKAGE PREPARED BY ARCHITERRA DESIGN GROUP, 11 EXISTING STREET CURB AND GUTTER TO REMAIN. 12 EXISTING CITY SIDEWALK, PROTECT IN PLACE. 13 CONCRETE ACCESSIBLE RAMP PER CIVIL ENGINEER'S PLANS. 14 LINE OF SIGHT. 15 EXISTING TRANSFORMER. PROTECT IN PLACE. 16 EXISTING CONCRETE MOWCURB. 17 RELOCATED LIGHT. 18 NEW PLANTING AREA. 19 EXISTING WALK TO REMAIN. 20 EXISTING LIGHT. PROTECT IN PLACE, 21 EXISTING TREES TO REMAIN' cffy ic APPROVEDI ROW r 0, STRUCTION PLAN 0 10' ' O' rtE DESCRIPTION OF REVISION I t TR�ACT 18501 & feli ell, hss 00. CA) ry it M-1 as ... ....... ,It SF rtE DESCRIPTION OF REVISION I t TR�ACT 18501 & i ll °ar Sheet M; LEGEND: 10 1/2" RADIUS @ ALL EDGES, NATURAL COLOR CONCRETE PAVING w/ MEDIUM BROOM FINISH. RUN BROOM PERPENDICULAR TO EDGE OF PAVING. 4" MIN. THICKNESS. 30 ADJACENT FINISH GRADE. 40 9011/o M:INIMUM COMPACTED SUBGRADE, CONTROL JOINT PER CONSTRUCTION PLAN. SPACE @ 6-0" ot MAX. PLAN 6! 7_w SCALE: 3A" V-0 I HANDTOOLED CONTROL JOINT WATERPROOF EXPANSION JOINT LEGEND: CONCRETE PAVING PER : PLAN. HAND-TOOLED CONTROL JOINT w/ 1/2" RADIUS @ EDGES, 1/2" THICK, FULL DEPTH EXPANSION JOINT w/ 1/2" DEEP TEAR-AWAY TOP. WATERPROOF SEALANT PER SPECIFICATIONS. COLOR TO MATCH PAVING, COMPACTED SUB-GRADE PER SOIL ENGINEER'S RECOMMENDATION, NOTES: OA TYPICAL SCORE JOINTS SHALL BE PLACED A MAXIMUM OF 8 FEET APART UNLESS OTHERWISE NOTED PER PLAN, OB EXPANSION JOINTS SHALL BE PLACED MAX. OF 3d' APART UNLESS OTHERWISE NOTED PER PLAN. PLACE EXPANSION JOINTS @ ALL ABUTMENTS ADJACENT TO FOUNDATIONS AND SEGMENTED AREAS OF CONCRETE AND AS SHOWN ON PLAN. VERIFY CONCRETE THI[OKNESS, AND REINFORCEMENT w/ SOIL ENGINEER'S RECOMMENDATION. vINCRETE JOINTS 77W SCALE: 1. VERTICAL GRADE: The following grades shall be observed- 0. -S% optimum 16% maximum for distances over 500 feet. 15% maximum for distances limited to 500 feet or less. 20% maximum permitted only in extreme cases and for short distances under 100 feet, and only in cases where no vehicle access is to be expected. 2. GROSS SECTION: 2-4% optimum, 6% maximum in approved location only. 3. DRAINAGE: Where trail gradient exceeds 4%, water bars, splash curbs or other diversionary devices may be required. Location of drainage devices to be reviewed and approved by the Trails Advisory Committee, Decomposed granite stabilizer shall be used. Stabilizer shall be from Gail Materials, Inc. or approved equal. 4, SIDE SLOPE CUTS and FILL: 2:1 maximum; 2% maximum between curb and trail. 5:1 max. turf 3:1 max. shrubs /ground cover behind trail. Occasional slope, variations will be considered on a case by case basis and will require approval by the City Engineer. 5. SURFACING: Trail surface shall be stabilized decomposed granite with 4 inch minimum base Remove rocks and debris and grade surface smooth, Stabilized d,g. is available Gail ail Materials (909) 279-1095 or approved equivalent. Stabilizer organic binder shall be incorporated with granite fines by the use of a pug mill to insure proper ration of stabilizer to granite fines. For each 2" lift, evenly spread the material over the area, grade and smooth. Thoroughly water entire area to ensure that the entire depth is moist. I the area with 10003000 b& of weight. Prior to use allow the finished Surface Suffici Is nt time to dry, On the side to which the water drains, build up the compacted d.,, ' Io a finished surface of 1/4 " -1/2" above concrete curb, allowing the water to drain over concrete curb into adjacent planting area. 6. CLEARANCE: All trees shall maintain a 10 foot minimum clearance. Adequate sight distance to be maintained at all intersections and drive approaches. Fence line shall end 10 feet back of the B.C.R. or E.C.R. in 20 foot easements, In smaller easements, determination should be made case by case. Fence line shall end 5 feet back from the top of the "X" at drive approaches. Adequate access to unities should be maintained. Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of any street light or utility pole. 7. FLOOD and DRAINAGE CHANNEL CROSSING: Where trail must cross existing or proposed drainage channels, the continuity of the trail shall he maintained by the construction of an appropriate crossing such as a bridge, ramp way, culvert etc. Wood or transverse "medium broom" finish concrete shall be used to prevent slipping (no metal surfaces permitted). Natural streambed crossings should be left as natural as possible, 8. TRAIL ENTRANCE: Trail entrances shall be designed to provide for Equestrian, pedestrianihiking use and shall discourage motor vehicle and motorcycle access, except Local Feeder Trails shall provide one or more means of unobstructed vehicular access for service vehicles. Access locations subject to approval by the Trails Advisory Committee. iRefer to standard drawings for barriers and signs. Where there is no barrier, the trail should be posted, 10, CONCRETE APRONS: For drive approaches at trail entrances or r at drainage crossings, concrete aprons shall be a transverse "medium broom" finish. 11. CONCRETE HEADER: Concrete header shall be 6 inch per City Standard between trail and all other abutments. is 12. SPECIAL NOTES: Most Regional 'rails follow existing or planned flood control facilities constructed by the San Bernardino County Flood Control District and Army Corps of Engineers. Therefore, any construction within their rights-of-way requires review and approval by those agencies and is subject to their standards and policies. 13. Landscape areas which would otherwise drain to trail shall be required to collect/dispose of water through area drains. CITY OF RANCHO CUCAMONGA, CALIFORNIA STANDARD PLAN TRAIL NOTES 1 1001 1 CONCRETE HEADER -1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN (INSTALL AT GRADE LEVEL AT SWALE CROSSINGS) FINISH GRADE FOR D,G, OR COBBLESTONE F.S. SHALL BE FLUSH WITH TOP OF CONCRETE HEADER 11 E-1 I 1_=1 #3 RE-BAR CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) NOTES: 1. PROVIDE SCORE JOINTS AT 10'-U' O;C. AND 3/8" EXPANSION JOINTS AT 201-0" O.C. 2. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED TURF. 3. CONCRETE TO BE 520-C-2600 MIN. 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND GROUNDCOVER AREAS, CONCRETE HEADER "ITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R,C.E 24953 Si ANDARD PLAN 534 SHEET 1 OF I 11 BOULDER SIZE AND LOCATION PER PLAN /1/2" POLY-FOAM EXPANSION JOINT CITY OF RANCHO R IVER H GRA CUCAMONGA, CALIFORNIA 1EDBY STA19DARD PLAN WASED N ITE COBBLEST01NIES 542 ;715_453 DATE USE WITH STANDARD SPECIFICATIONS F09 PUBLIC 0 WORKS CONSTRUCTION SHEET 1 OF I UNDISTURBED NATIVE SOIL %-ADJACENT HARDSCAPE REFER TO PLAN NOTES: 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCRETE PAVING, LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. 2. 1/2" POLY -FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 3. ADJACENT CONCRETE PAVING POURED AROUND BOULDER, SEE CONSTRUCTION PLAN. 4.90% COMPACTED SUB-GRADE. CITY OF APPROVED BY: I E BOULD: R PLACEMENT DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DESCRIPTION OF STANDARD PLAN 542-A SHEET I OF I f0N INI!S ................ A . � _11� 1 4 CZ) 9 IRRIGATIuN NOTES - CITY OF RANCHO CUCAMONGA 1. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND EQUIPMENT AND ARCHITECTURAL FEATURES, 2, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY, 3, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 5. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, 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 SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SOASTO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 6. INSTALL FOUR (4) SPARE ORANGE WIRES ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE, INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 7. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVERISH RUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 8. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY, 9. AUTOMATIC CONTROLLER TO BE A CALSENSE ET200i ? (STATIONS) - LR/RRe, WTTP1, TP1 10 AND LR-DOME-RRe INSTALLED WITHIN A CALSEN:SE SSE-R CONTROLLER ENCLOSURE, s AND A SEPARATE METERED ENCLOSURE MPS-A16-10K. ANTENNA PORT INSTALLATION TO BE PROVIDED BY THE CITY. THE CONTRACTOR SHALL PROVIDE A TRANSIENT PROTECTION BOARD WITHIN ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE, ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 10. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. Underground Service Al:ert j&T1%6. Call- TOLL FREE TWO WORKING DAYS BEFOR: E YOU DIG . . ........ Jill Am sw 1 PROJECT: TRACT 18508 LMD - DR HORTON BY: G.P.M. P.S.I. COMMENTS STATIC PRESSURE: 85 PSI DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 18" O.C. SOURCE OF INFORMATION: CUCAMONGA VALLEY WATER DISTRICT DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE CITY'S REPRESENTATIVE. SUPPLIER: SPECIAL ORDER - PURPLE STRIPE MANUFACTURER STAPLES 24" O.C., LINES SPACED 18" APART PHONE NUMBER: DETAIL REF SEE DETAIL 'K & M, SHEET i VALVE STATIOJ VALVE 10s STATION: PLAN' 3 GPM: 1' 1 0.25 30 ITEM: APPROVED SCH. 40 PVC-PURPLE P.S.I. LOSS: WATER METER SIZE: ROOT WATERING SERIES 11 GPM 0.5 PRESSURE REGULATOR SIZE: DETAIL 1, SHT J 11 GPM 0.75 BACKFLOW: @ 11 GPM 11.0 GATE VALVE {S }: @ 11 GPM i MAINLINE (SCH. 40): 1 1/2" 923 L.F. @ 11 GPM 3.3 AUTOMATIC VALVE SIZE: V 11 GPM 0.7 LATERAL LINE SIZE: 3/41' 56 L.F. DETAIL Q, SHT L-10 11 GPM 5.0 IRRIGATION HEAD PRESSURE: ELECTRIC BRASS REMOTE CONTROL VALVE AND BALL VALVE, SIZE AS SHOWN, INSTALL IN DETAILS, SHT L-9 30,010 SYSTEM LOSSES SUBTOTAL: NEW VALVE BOX WITH LOCKING LID 21.35 FITTING LOSSES (10% OF SUBTOTAL): NETAFIM LVCZS8010075-HF 2,1 ELEVATION LOSSES/GAINS (ELEV. x.433) 0.00 TOTAL SYSTEM LOSSES: 53,45 AVAILABLE PRESSURE (LOW): 3/4" BRASS QUICK COUPLER VALVE WITH ACME THREADS AND LOCKING CAP, DETAIL F, SHT L-9 85 i DEFICIT OR (+) RESIDUAL PRESSURE: WITH (2) #7641 KEYS TOTAL, INSTALL IN NEW VALVE BOX WITH LOCKING LID 31,55 *CONTRACTOR TO SET PRESSURE REGULATOR TO A SYSTEM DESIGN PRESSURE OF PSI, CONTRACTOR TO FIELD ADJUST REGULATOR AS NECESSARY, 17MM MANUAL FLUSH VALVE TO LOWEST END OF EACH DRIP CIRCUIT IN 8" DETAIL N, SHT L-9 MAINLINE NOTE: MAKLINE LOCATION SHOWN FOR CLARITY ONLY. CONTRACTOR TO PLACE M NE AWLI IN ADJACENT PLANTER WHERE POSSIBLE. MOISTURE CONTROL NOTE: THE LANDSCAPE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PREVENT SPRAY STRUCTURES. T KEY 0 RRIGATION LEGEND SYVBOL MANUFACTURER MODEL NUMBER NETAFIM TLCVRWP6-18 RAIN BIRD RAINBIRD 1401 RWS-B-C-1401 DESCRIPTION RADIUS G.P.M. P.S.I. COMMENTS TECHLINE RW CV DRIP 0.010 30 DRIPLINE: 0.6 GPH EMITTER AT 18" O.C. (WITH CHECK VALVE) DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE CITY'S REPRESENTATIVE. INSTALL DRIPLINES WITH 2" SOIL COVER SPECIAL ORDER - PURPLE STRIPE MANUFACTURER STAPLES 24" O.C., LINES SPACED 18" APART DESCRIPTION DETAIL REF SEE DETAIL 'K & M, SHEET i PC FULL CIRCLE BUBBLER BUBBLER 0.25 30 ONE BUBBLER PER VINE. SEE DETAIL J APPROVED SCH. 40 PVC-PURPLE PURPLE MAINLINE, SIZE AS SHOWN, MIN, COVER 18" SHEET L-9 ROOT WATERING SERIES BUBBLER 0.25 30 RWS: 36" MESH TUBE w/ 4" GRATE AND DETAIL 1, SHT J 0.25 GPM BUBBLER STAINLESS STEEL #SBBC-30SS & CR INSTALL 2 BUBLERS PER TREE. WYE-S-YS-150 1 1/2" STRAINER DETAIL P, SHT L-10 SEE DETAIL H, SHEET 9 NOTES: A 3/4" 0-8 GPM 6 I LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK, CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES, VALVES AND EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION. ALL WORK SHALL BE COORDINATED WITH THE CITY'S REPRESENTATIVE. 1117 EQUIPMENT MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL REF NEW 1" DOMESTIC WATER METER BY OTHERS, APPROVED SCH. 40 PVC-PURPLE PURPLE MAINLINE, SIZE AS SHOWN, MIN, COVER 18" WILKINS 375XLB I" REDUCED PRESSURE BACKFILOW DEVICE - INSTALL IN STRONGBOX SMOOTH TOUCH DETAIL 1, SHT J STAINLESS STEEL #SBBC-30SS & CR WILKINS WYE-S-YS-150 1 1/2" STRAINER DETAIL P, SHT L-10 WATTS B-6400-SS LINE-SIZE BRASS GATE VALVE, INSTALL IN NEW VALVE BOX WITH LOCKING LID DETAIL A, SHT L-9 WILKINS 500 HR LINE-SIZE PRESSURE REGULATOR DETAIL Q, SHT L-10 RAINJ EF:B-CP-R-PRS-D ELECTRIC BRASS REMOTE CONTROL VALVE AND BALL VALVE, SIZE AS SHOWN, INSTALL IN DETAILS, SHT L-9 NEW VALVE BOX WITH LOCKING LID NETAFIM LVCZS8010075-HF FOR LOW FLOW BETWEEN 4,5 AND 17.6 GPM: V CONTROL VALVE w1DRIP CONTROL DETAIL G, SHT L-9 ZONE KIT, INSTALL IN NEW JUMBO VALVE BOX WITH LOCKING LID NELSON 7645 3/4" BRASS QUICK COUPLER VALVE WITH ACME THREADS AND LOCKING CAP, DETAIL F, SHT L-9 WITH (2) #7641 KEYS TOTAL, INSTALL IN NEW VALVE BOX WITH LOCKING LID -E� NETAFIM TLSOV 17MM MANUAL FLUSH VALVE TO LOWEST END OF EACH DRIP CIRCUIT IN 8" DETAIL N, SHT L-9 ROUND BOX WITH LOCKING LID @ CALSENSE FJ V BRASS FLOW METER. DETAIL J, SHT J SUPERIOR 3100-RW V NORMALLY OPEN, MASTER VALVE. DETAIL J, SHT J CALSENSE ET2000e-16-J 16- STATION IRRIGATION CONTROL ASSEMBLY IN CALSENSE SSE-R PEDESTAL MOUNTED DETAIL C, SHT L-9 TP-1 and TP1 10 ENCLOSURE APPROVED SCH. 40 PVC-PURPLE PURPLE RECLAIMED WATER LATERAL LINE, SIZE AS SHOWN, MIN, 3/41, SIZE, MIN, COVER DETAIL 0, SHT L-9 1211 DETAIL E, SHT J APPROVED SCH. 40 PVC PURPLE SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS OTHERWISE NOTED A A A A , O A O O � � O e 1 PIRE SIDiNG CHART A 3/4" 0-8 GPM 6 V 8 :G C 11 /4' 15-24 GPM D 1117 24-32 GPM E 2" 32-50 GPM Irv, IRRIGATIP__ PLAN 1 ATE® 03 p II RCE No. 67514 SCALE: V = 20' �31 gg sum E LL� HYDROZONE 1 (H:Zl�. 20,033 S.F. PLANTER AREAS - LOW WATER USE, DRIP IRRIGATION FOR SHRUBS, GROUNDCOVER HYDROZONE 2 (HZ2): 620 S.F. TREE IRRIGATION - MODERAT E WATER USE, RWS BUBBLER IRRIGATION FOR TREES AND 1401 BUBBLER FOR MES f .. ........ co ............ 41 31, va AF }t 01. A ell If �31 gg sum E LL� HYDROZONE 1 (H:Zl�. 20,033 S.F. PLANTER AREAS - LOW WATER USE, DRIP IRRIGATION FOR SHRUBS, GROUNDCOVER HYDROZONE 2 (HZ2): 620 S.F. TREE IRRIGATION - MODERAT E WATER USE, RWS BUBBLER IRRIGATION FOR TREES AND 1401 BUBBLER FOR MES 10st POINT OF CONNECTION TRACT 1850:8 LMD IMPROVEMENT PLANS APPROVED BY.- DATE.-Oblallas CITY ENGINEER RCE No. 67514 DATE 02-17-16 OWN PIPE SIZING CHART: SHEET KEY ^ PROj Of SHEET KEY ^ PROj Of i i -pI I A USE WATTS B- 6400-SS I- -I BALL VALVE FOR 112 " -1 172" I -I 1_I 111 -f ) (� I_. -I RESILIENT WEDGE - 2" OR LARGER WITH r1 111=1 I 1 2" OPERATING NUT WATTS 403 RT -RW (2" -6") I 1= I RECYCLED WATER GATE VALVE -i! I) III WARNING TAG EPDXY COATED 1 -1 'VALVE -) I SEE NOTES 1: I (I I O pcPO -- 3f4' WASHED CRUSHED NOTES: AGGREGATE BASE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. R 2 INSTALL CONTROL VALVES A MIN., OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. v 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC VALVE IDENTIFICATION' TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX. 0 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE v WATER MODEL NO. 10= MAX- P2- RC009, ONLY WHEN RECYCLED IUATER IS AVAILABLE AND CON- NECTEO. 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA w CV APPROVED BY: ISOLATION V,g, L STANDARD PLAN LU 3" or smatler w 518 - -- CITY ENGINEER - -- ttl DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION YR,C,E, SCALE: SHEET 1 OF 7 CARSON MODEL 910 10" ROUND PURPLE BOX WITH LID ETCHED STRUCTURE OR "QCV" AND STAINLESS STEEL BOLT. HARDSCAPING FINISH GRADE AT GRADE IN TURF AREAS 3" iN NON-TURF AREAS 18" MAX. �_r_4o- °¢gib b it NELSON QCV WITH LOCKING PURPLE CAP - (� MODEL 7645 (314"),(1), - NELSON #7641 QCV E AND (1) HOSE SWIVEL. I I I STAINLESS STEEL [[ SCREW CLAMP (I MINIMUM (3) PLACES 3f4" WASHED CRUSHED AGGREGATE BASE LO ad v a I �b D tr 6 D SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE 24" LONG d4 q S� b 4° ate° 7 -0 4 SCH 40 BRASS �0 ELL SCH 80 PVC 90 `- STREET ELL' SCH 40 BRASS ?0 Q' STREET ELL PRESSURE SUPPLY LINE FITTING #4 REBAR STAKE (24" LONG) 0 - PRESSURE SUPPLY LINE m NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITE" OF RANCHO UCAM NSA, ALIFt RNI o APPROVED BY: STANDARDPLAN QUICK U: LING VALVE W 536 CITY ENGINEER DATE I IqP 1A /ITW RTamnaRl1 .CFFt"IFI(`6Tit'INC mR: Pi im in EASY FIT COMPRESSION, TEE LANDSCAPE DRIPLINE TUBING -- MULCH LAYER FINISH GRADE TIE DOWN STAKE i` r r i r r i i i r / r r •rr +rr r v+'• ar r" "'A r I . h I i TO SPRINKLER -ANGLE PIP` TO EI-LS "SNAP -TITE" WATERPROOF SCH 80 CLOSE NIPPLE - SAME SIZE AS RCV CALSENSE SSE -R 3" IN PLANT BEDS SPECIFIED DEPTH WITH 45 CARSON MODEL 1220 -12 PORT LOCATED OUTSIDE OF R OOT ZONE WATERING SYSTEM RWS): 14" x 21" VIOLET I LAVENDER SCH 40 PVC MALE ADAPTOR SCH 40 PVC WITH LID MODEL 1220 -4 AND � F177ING t m STAINLESS STEEL BOLT ELECTRIC CONTROL VALVE WITH J ` Z COVER ETCHED "IRRIGATION GATE" - 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. (CARSON OR EQUAL) TO MOUNTING ANTENNA 1 PVC NIPPLE RAINBIRD EPB- CP- NP- HAN -PRS -D _m r FINISH GRADE i i -pI I A USE WATTS B- 6400-SS I- -I BALL VALVE FOR 112 " -1 172" I -I 1_I 111 -f ) (� I_. -I RESILIENT WEDGE - 2" OR LARGER WITH r1 111=1 I 1 2" OPERATING NUT WATTS 403 RT -RW (2" -6") I 1= I RECYCLED WATER GATE VALVE -i! I) III WARNING TAG EPDXY COATED 1 -1 'VALVE -) I SEE NOTES 1: I (I I O pcPO -- 3f4' WASHED CRUSHED NOTES: AGGREGATE BASE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. R 2 INSTALL CONTROL VALVES A MIN., OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. v 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC VALVE IDENTIFICATION' TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX. 0 6. ALL VALVES MUST HAVE RECYCLED WARNING TAG (PURPLE) CHRISTY'S PURPLE v WATER MODEL NO. 10= MAX- P2- RC009, ONLY WHEN RECYCLED IUATER IS AVAILABLE AND CON- NECTEO. 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA w CV APPROVED BY: ISOLATION V,g, L STANDARD PLAN LU 3" or smatler w 518 - -- CITY ENGINEER - -- ttl DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION YR,C,E, SCALE: SHEET 1 OF 7 CARSON MODEL 910 10" ROUND PURPLE BOX WITH LID ETCHED STRUCTURE OR "QCV" AND STAINLESS STEEL BOLT. HARDSCAPING FINISH GRADE AT GRADE IN TURF AREAS 3" iN NON-TURF AREAS 18" MAX. �_r_4o- °¢gib b it NELSON QCV WITH LOCKING PURPLE CAP - (� MODEL 7645 (314"),(1), - NELSON #7641 QCV E AND (1) HOSE SWIVEL. I I I STAINLESS STEEL [[ SCREW CLAMP (I MINIMUM (3) PLACES 3f4" WASHED CRUSHED AGGREGATE BASE LO ad v a I �b D tr 6 D SCH 40 BRASS NIPPLE SCH 40 BRASS NIPPLE 24" LONG d4 q S� b 4° ate° 7 -0 4 SCH 40 BRASS �0 ELL SCH 80 PVC 90 `- STREET ELL' SCH 40 BRASS ?0 Q' STREET ELL PRESSURE SUPPLY LINE FITTING #4 REBAR STAKE (24" LONG) 0 - PRESSURE SUPPLY LINE m NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CITE" OF RANCHO UCAM NSA, ALIFt RNI o APPROVED BY: STANDARDPLAN QUICK U: LING VALVE W 536 CITY ENGINEER DATE I IqP 1A /ITW RTamnaRl1 .CFFt"IFI(`6Tit'INC mR: Pi im in EASY FIT COMPRESSION, TEE LANDSCAPE DRIPLINE TUBING -- MULCH LAYER FINISH GRADE TIE DOWN STAKE i` r r i r r i i i r / r r •rr +rr r v+'• ar r" "'A r I . h I NI BRASS NIPPLE - NOTES, SCH 80 PVC SXS?{T TEE ,- PRESSURE SUPPLY LINE INSTAL CONTROL VALVES AMI U OF 12" FROM STRUCTURES OR HARDSCAPING. 4 ® 2. INSTALL VALVE'S IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPiNG. - 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 5. ATTACH' PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N VALVE NUMBER TO WIRE INSIDE VALVE BOX. 6, ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES, ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITE' OF RANCHO UCA NSA, CALIFORNIA i N APPROVED BY: RE' M CITE CONTROL VALVE WITH STANDARD PLAN i SHUT-OFF VALVE & UNION 520 � W CITY ENGINEER DAZ- E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS Ct1NSTRUG ilbN I R C.E. 5'3672 SHEET 1 OF i SOLENOID UMRES. PIG TAIL EACH 36' LONG 7� TO SPRINKLER -ANGLE PIP` TO EI-LS "SNAP -TITE" WATERPROOF SCH 80 CLOSE NIPPLE - SAME SIZE AS RCV CALSENSE SSE -R 3" IN PLANT BEDS SPECIFIED DEPTH WITH 45 CONNECTORS OR EQUAL PORT LOCATED OUTSIDE OF R OOT ZONE WATERING SYSTEM RWS): `i _ - SCH 40 PVC MALE ADAPTOR SCH 40 PVC (INCLUDES BUBBLER ON RISER, � F177ING t SCH 80 PVC UNION ELECTRIC CONTROL VALVE WITH 1 2 `ri 4 (SEE NOTES) V 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. PRESSURE REGULATOR TO MOUNTING ANTENNA 0 PVC NIPPLE RAINBIRD EPB- CP- NP- HAN -PRS -D PVC TxT 900 ELL. 4 c CALSENSE HARNESS CALSENSE TP110 FLOW METER SIZE. LU 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED CARSON MODEL 1220.1214'x21" 112- ITCH 90- DEGREE ELBOW ROOT BALL. VIOLET I LAVENDER WITH LID MODEL NON- SWITCHED, TO BE PLACED FINISH GRADE. 1'2 -INCH SWING ASSEMBLY 10 1224 -4 WITH STAINLESS STEEL BOLT m BOARD REGARDLESS WITHIN IRRIGATION CONTROLLER 112 -INCH DALE NPT INLET (OR APPROVED EQUAL) H- _w PER SIZE /MANUFACTURER) OF CONTROLLER SIZE. AND ETCHED WITH CONTROLLER d I AND VALVE SEQUENCE J NO OPEN ELECTRICAL WIRING SEMI- RIGID MESH TUBE 0 DU SHALL BE IN CONTROLLER 1 NOTED ON IRRIGATION PLAN, I F 0 MOUNTAREA L$" MAIN. FINISH' GRADE S' BETWEEN LINES AS PER IRRIGATION LEGEND. 2" TO 8" MIN. SOIL COVER. 1 PVC FITTINGS; TYPE AND SIZE AS REQUIRED. - I SIDEWALK FINISH GLUE ALL PVC -TO -PVC CONNECTIONS, USE COMPRESSION FITTINGS FOR ALL PIPE THROUGH PLANTER AREA PER PLANS. PVC- TO- TECHLINE CONNECTIONS. GRADEa1a PIGTAIL EXPANSION PVC COMP'RES'SION FITTINGS FOR ALL 'I Iz LOOP MIN. 24' LONG { } RECYCLED WATER a (i I fz 3" I WARNING TAG (SEE NOTES) 2i s - OF 3" ABOVE GRADE AND � IN -LINE BRASS BALL VALVE W' �» REQUIRED Lu �- UNION USE WATTS Z SLOPE TOP TO DRAIN AT FLOW LINE SIZE ` * r -i••I° MINIMUM OF 2%. ELBOW TYPICAL r- 3/4" WASHED NIPPLE • TYPICAL -I�a boa Q dr° Imo_ CRUSHED AGGREGATE III d gao c °d •oA:a radOl"" -- SCH 80 PVC NIPPLE 3" SCH 40 CONDUIT FOR I l I I 1 GOMMONtCONTROL WIRES -- ICI ! 1 =1 I l 1 SCH 80 PVC UNION SCH 40 PVC MALE ADAPTOR I =l =l / i - CONTROL & COMMON WIRES NI BRASS NIPPLE - NOTES, SCH 80 PVC SXS?{T TEE ,- PRESSURE SUPPLY LINE INSTAL CONTROL VALVES AMI U OF 12" FROM STRUCTURES OR HARDSCAPING. 4 ® 2. INSTALL VALVE'S IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPiNG. - 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 0 5. ATTACH' PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND N VALVE NUMBER TO WIRE INSIDE VALVE BOX. 6, ALL VALVES MUST HAVE RECYCLED WATER VALVE TAGS (CHRISTY'S PURPLE MODEL NO. ID- MAX- P2- RC009) ATTACHED TO VALVES, ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITE' OF RANCHO UCA NSA, CALIFORNIA i N APPROVED BY: RE' M CITE CONTROL VALVE WITH STANDARD PLAN i SHUT-OFF VALVE & UNION 520 � W CITY ENGINEER DAZ- E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS Ct1NSTRUG ilbN I R C.E. 5'3672 SHEET 1 OF i SOLENOID UMRES. PIG TAIL EACH 36' LONG 7� FIXED FLOW REGULATOR - FLOW PER DESIGN SCH 80 CLOSE NIPPLE - SAME SIZE AS RCV CALSENSE SSE -R 3" IN PLANT BEDS -. AT GRADE IN LAWN AREAS BUBBLER PER LEGEND PORT LOCATED OUTSIDE OF R OOT ZONE WATERING SYSTEM RWS): `i _ - CALSENSE CONTROLLER SCH 40 PVC (INCLUDES BUBBLER ON RISER, � F177ING MODEL NO PER PLANS BY CITY REPRESENTATIVE. MARLEX 900 STREET ELL, 1 2 `ri 4 (SEE NOTES) VERIFY DIRECTION PRIOR 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. CHECK VALVE 9 PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN STREAM STREAM PRESSURE GUAGE, ORIENT SUCH THAT IT IS READABLE. SALCO DYSFG - PLAN SIZED 14 "x21 VIOLET LAVENDER WITH LID MODEL 1220.4 AND STAINLESS STEEL BOLT, MARKED WITH IRRIGATION RCV" AND ETCHED WITH CONTROLLER AND VALVE SEQUENCE. REMOTE CONTROL VALVE WITH PRESSURE REGULATOR SE WATTS IN LIME BRASS BALL VALVE LINE SIZE I I 129 VOLT WIRE IN RIGID STEEL 90 0SWEEP ELL 6" CONDUIT (PER LOCAL CODE) (TYP.) TO METER ENCLOSURE ALL CONNECTIONS SHALL BE WATER TIGHT B' GROUND ROD "OUTDOOR TYPE" CONNECTIONS. ENCLOSURE MOUNT NOTES 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONSAND PER LOCAL CODES LOCATION TO REAPPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE CONTROL VALVES, 3, RUN FOUR EXTRA WIRES (COLOR ORANGE) TO FARTHEST RGV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 4, COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 6. LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO LOCAL RADIO (LR) SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 7, ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 8. CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET, IT IS TO BE WIRED 'HOT. S. INSTALL RECYCLED WATER DECAL (CHRISTY'S PART NO ID -4100 4 318" x 3 112 ") ON CALSENSE CONTROLLER BOX. 10. IF METER AND CONTROLLER ARE TO BE I NSTALLED IN CLOSE PROXIMITY USE SSE- MPS -BASE ENCLOSURE THRU CALSENSE. 11. ALL CONTROLLER CABINET SHALL BE PPE- ASSEMBLED TESTED AND INSPECTED IN THE FIELD BY CALSENSE, 12. IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE MODEL #: SSE -D =R CITY 0F RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: CONTROLLER ASSEMBLY STANDARDPLAN III TALLATI N - TYPE A 524 PRESSURE SLIPPY LINE --� f% SCH 80 PVC NIPPLE L 3/4" WASHED SAME SIZE AS RCV CRUSHED AGGREGATE SCH 40 PVC SXSXT TEE - I NOTES. 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR IARDSCAP&NG, 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHTANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE V.AVLE BOX. 6, USE RAINBIRD XC2-150 -COM DRIP VALVE. *DRIP USED ONLY WITH SPECIAL CITY PERMISSION CITY OF RANCHO CUCAMONGA, CALIFORNIA (APPF90VED BY: REMOTE CONTROL S'AL'VE SYSTEM STANDARD PLAN FOR DRIP IRRI( GATI N� 521 lCn�ENGINEER 1111 I -SF 111TH CTnNI]IIRI] SPFI^ FI!'IIT"'1hiC P .1 III if' WARKC l:t1NSTR;IF.T11lN LEGEND- LEGEND: TOP ENTRY ENCLOSURE BUBBLER PER IRRIGATION LOCKING GRATE CALSENSE SSE -R LRfRR DOME ANTENNA 02, BUBBLER PER LEGEND PORT LOCATED OUTSIDE OF R OOT ZONE WATERING SYSTEM RWS): `i _ - CALSENSE CONTROLLER BOX INSTALLATION /LOCATION (INCLUDES BUBBLER ON RISER, SCH. 40 PVC LATERAL, MODEL NO PER PLANS BY CITY REPRESENTATIVE. MARLEX 900 STREET ELL, 1 2 `ri 4 (SEE NOTES) VERIFY DIRECTION PRIOR 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. CHECK VALVE TO MOUNTING ANTENNA 0 #4 WASHED GRAVEL -- COAXIAL CABLE PVC TxT 900 ELL. c CALSENSE HARNESS CALSENSE TP110 FLOW METER SIZE. VINE 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED 120 VOLT DUPLEX OUTLET (GFCI), 112- ITCH 90- DEGREE ELBOW ROOT BALL. CALSENSE TP -1 -4© NON- SWITCHED, TO BE PLACED FINISH GRADE. 1'2 -INCH SWING ASSEMBLY 10 TYPICAL BACKFILL LIMIT. F BOARD REGARDLESS WITHIN IRRIGATION CONTROLLER 112 -INCH DALE NPT INLET NOTE: e. ALIGN' PIPE w/ FACE OF PLANT PIT WALL. PER SIZE /MANUFACTURER) OF CONTROLLER SIZE. ENCLOSURE BUBBLER I LATERAL PIPE NO OPEN ELECTRICAL WIRING SEMI- RIGID MESH TUBE 0 PVC INPUT LATERAL FROM VALVE. SIZE AS SHALL BE IN CONTROLLER 1 NOTED ON IRRIGATION PLAN, I PER PLAN, CONNECT TECHLINE TO PVC WJ 0 MOUNTAREA PVC TEES AND COMPRESSION FITTINGS. GLUE ALL PVC -TO -PVC CONNECTIONS. S' BETWEEN LINES AS PER IRRIGATION LEGEND. 2" TO 8" MIN. SOIL COVER. ('�� PVC FITTINGS; TYPE AND SIZE AS REQUIRED. COMMONICONTROL WIRES FINISH GLUE ALL PVC -TO -PVC CONNECTIONS, USE COMPRESSION FITTINGS FOR ALL PIPE THROUGH PLANTER AREA PER PLANS. PVC- TO- TECHLINE CONNECTIONS. GRADEa1a 7:MIN PVC COMP'RES'SION FITTINGS FOR ALL 'I Iz 6' THICK CONCRETE FOOT NG AMIN. I INSTALL a 90% COMPACTION 14 11 ° a s - OF 3" ABOVE GRADE AND � _ �» REQUIRED Lu ar•-- a - ° SLOPE TOP TO DRAIN AT ` * r -i••I° MINIMUM OF 2%. NIPPLE • TYPICAL 11 I I I I I I I I l I r*', 3" SCH 40 CONDUIT FOR I l I I 1 GOMMONtCONTROL WIRES I I 129 VOLT WIRE IN RIGID STEEL 90 0SWEEP ELL 6" CONDUIT (PER LOCAL CODE) (TYP.) TO METER ENCLOSURE ALL CONNECTIONS SHALL BE WATER TIGHT B' GROUND ROD "OUTDOOR TYPE" CONNECTIONS. ENCLOSURE MOUNT NOTES 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONSAND PER LOCAL CODES LOCATION TO REAPPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLANS DESIGN SEQUENCE OF REMOTE CONTROL VALVES, 3, RUN FOUR EXTRA WIRES (COLOR ORANGE) TO FARTHEST RGV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. 4, COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK IN COLOR. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES. 6. LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO LOCAL RADIO (LR) SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. 7, ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. 8. CONTROLLER SHALL NOT BE CONTROLLED BY GFI OUTLET, IT IS TO BE WIRED 'HOT. S. INSTALL RECYCLED WATER DECAL (CHRISTY'S PART NO ID -4100 4 318" x 3 112 ") ON CALSENSE CONTROLLER BOX. 10. IF METER AND CONTROLLER ARE TO BE I NSTALLED IN CLOSE PROXIMITY USE SSE- MPS -BASE ENCLOSURE THRU CALSENSE. 11. ALL CONTROLLER CABINET SHALL BE PPE- ASSEMBLED TESTED AND INSPECTED IN THE FIELD BY CALSENSE, 12. IF TWO CONTROLLERS ARE TO BE USED SPECIFY DOUBLE WIDE STRONGBOX ENCLOSURE MODEL #: SSE -D =R CITY 0F RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: CONTROLLER ASSEMBLY STANDARDPLAN III TALLATI N - TYPE A 524 PRESSURE SLIPPY LINE --� f% SCH 80 PVC NIPPLE L 3/4" WASHED SAME SIZE AS RCV CRUSHED AGGREGATE SCH 40 PVC SXSXT TEE - I NOTES. 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR IARDSCAP&NG, 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHTANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER TO WIRE INSIDE V.AVLE BOX. 6, USE RAINBIRD XC2-150 -COM DRIP VALVE. *DRIP USED ONLY WITH SPECIAL CITY PERMISSION CITY OF RANCHO CUCAMONGA, CALIFORNIA (APPF90VED BY: REMOTE CONTROL S'AL'VE SYSTEM STANDARD PLAN FOR DRIP IRRI( GATI N� 521 lCn�ENGINEER 1111 I -SF 111TH CTnNI]IIRI] SPFI^ FI!'IIT"'1hiC P .1 III if' WARKC l:t1NSTR;IF.T11lN LEGEND- LEGEND: SYSTEM BUBBLER PER IRRIGATION LOCKING GRATE "SALE, LEGEND. 02, BUBBLER PER LEGEND BCH, 40 PVC RISER, LENGTH AS R OOT ZONE WATERING SYSTEM RWS): `i _ - REQUIRED. ROOT BALL TREE (INCLUDES BUBBLER ON RISER, SCH. 40 PVC LATERAL, CHECK VALVE, 1I2Z" SPIRAL BARB ELBOW, 0 MARLEX 900 STREET ELL, 1 2 `ri 4 FINISH 'GRADE ��'} 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. CHECK VALVE SCH, 4Q PVC LATERAL LINE. 0 #4 WASHED GRAVEL LEGEND, PVC TxT 900 ELL. c i 112 -INCH PVC SCH 80 NIPPLE FLOW METER SIZE. VINE 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED 112- ITCH 90- DEGREE ELBOW ROOT BALL. t`til 8 MIDI. DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (1 Ox DIA. OF FLOW METER SIZE). n= FINISH GRADE. 1'2 -INCH SWING ASSEMBLY 10 TYPICAL BACKFILL LIMIT. F 11 BERM. 112 -INCH DALE NPT INLET NOTE: e. ALIGN' PIPE w/ FACE OF PLANT PIT WALL. PER SIZE /MANUFACTURER) 9 11 SECTION BUBBLER I w O Z ;v 43 LU 0 N 0 «s M 8" TYP. CLEAN BACKFILL - SEE. SPECS FOR MATERIAL. 900/. COMPACTION REQUIRED NON-PRESSURE LATERAL LINE: PURPLE SCH 40 SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE: PURPLE SCH. 40 /01L. 315 SNAKE PIPE IN TRENCH CONTROL WIRES - BUNDLE AND TAPE AT 16'0, C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE PROVIDE 6" MIN, OF SAND BEDDING AND SHAMING STANDARD PLAN 532 SHEET OF STRONGBOX - - - LEGEND: SYSTEM LATERAL /17`\ LOCKING GRATE "SALE, - 02, BUBBLER PER LEGEND I ! BUBBLER-------*-- I I BUBBLER � R OOT ZONE WATERING SYSTEM RWS): `i _ - RAINBIRD RWS- SERIES ROOT BALL TREE (INCLUDES BUBBLER ON RISER, CHECK VALVE, 1I2Z" SPIRAL BARB ELBOW, PIG -TAIL EXPANSION LOOP (MIN. 24" LONG). AND MESH TUBE) 1 2 `ri 4 FINISH 'GRADE ��'} 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. CHECK VALVE BALL VALVE (2) PLACES 0 #4 WASHED GRAVEL LEGEND, RED CONTROLLER c i 112 -INCH PVC SCH 80 NIPPLE FLOW METER SIZE. og 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED 112- ITCH 90- DEGREE ELBOW PIPE 5x DIA. OF F ( LOW METER SIZE). BLUE MIDI. DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (1 Ox DIA. OF FLOW METER SIZE). n= 1'2 -INCH SWING ASSEMBLY CONCRETE PAD (LENGTH VARIES ° �° F a ° qQ 7 10 112 -INCH DALE NPT INLET q I PER SIZE /MANUFACTURER) 9 11 PVC SCH 40 TEE OR ELL e- ON IRRIGATION LEGEND LATERAL PIPE 1 SEMI- RIGID MESH TUBE w O Z ;v 43 LU 0 N 0 «s M 8" TYP. CLEAN BACKFILL - SEE. SPECS FOR MATERIAL. 900/. COMPACTION REQUIRED NON-PRESSURE LATERAL LINE: PURPLE SCH 40 SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE: PURPLE SCH. 40 /01L. 315 SNAKE PIPE IN TRENCH CONTROL WIRES - BUNDLE AND TAPE AT 16'0, C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE PROVIDE 6" MIN, OF SAND BEDDING AND SHAMING STANDARD PLAN 532 SHEET OF STRONGBOX - - - TREE BUBBLER SYSTEM ,ACKFLOW PREVENTER ENCLOSURE "SALE, GRADE IN TURF AREAS AND 8,I ABOVE IN SHRUB BEDS. ASSEMBLY PER LEGEND PER LEGEND 3 4 PIG -TAIL EXPANSION LOOP (MIN. 24" LONG). WHITE ��'} 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. BLUE BALL VALVE (2) PLACES CLOSE NIPPLE t LEGEND, RED CONTROLLER MAINLINE SIZE SHALL BE EQUAL DIAMETER AS BLACK ' 4 FLOW METER SIZE. -- 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED 5 PIPE 5x DIA. OF F ( LOW METER SIZE). BLUE MIDI. DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (1 Ox DIA. OF FLOW METER SIZE). 8 1 CONCRETE PAD (LENGTH VARIES BRASS WYE STRAINER F WATERPROOF ALL BLACK - 1 " SPACING AS INDICATED I PER SIZE /MANUFACTURER) WITH 100 MESH MONEL , e- ON IRRIGATION LEGEND SLOPE TO DRAIN AT MINIMUM 2% LEGEND: 0 PVC INPUT LATERAL FROM VALVE. SIZE AS PVC EXHAUST HEADER, SIZE AND LOCATION' 1 NOTED ON IRRIGATION PLAN, I PER PLAN, CONNECT TECHLINE TO PVC WJ 0 NETAFIM TECHLINE, EMITTERS AND SPACING PVC TEES AND COMPRESSION FITTINGS. GLUE ALL PVC -TO -PVC CONNECTIONS. BETWEEN LINES AS PER IRRIGATION LEGEND. 2" TO 8" MIN. SOIL COVER. ('�� PVC FITTINGS; TYPE AND SIZE AS REQUIRED. 0 NETAFIM FLUSH VALVE, MODEL #TL050MFV -1 GLUE ALL PVC -TO -PVC CONNECTIONS, USE COMPRESSION FITTINGS FOR ALL PIPE THROUGH PLANTER AREA PER PLANS. PVC- TO- TECHLINE CONNECTIONS. PVC COMP'RES'SION FITTINGS FOR ALL EDGE OF PLANTER AREA. P � TECHLINE- TO- TECHLINE CONNECTIONS. a 90% COMPACTION w O Z ;v 43 LU 0 N 0 «s M 8" TYP. CLEAN BACKFILL - SEE. SPECS FOR MATERIAL. 900/. COMPACTION REQUIRED NON-PRESSURE LATERAL LINE: PURPLE SCH 40 SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE: PURPLE SCH. 40 /01L. 315 SNAKE PIPE IN TRENCH CONTROL WIRES - BUNDLE AND TAPE AT 16'0, C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE PROVIDE 6" MIN, OF SAND BEDDING AND SHAMING STANDARD PLAN 532 SHEET OF STRONGBOX - - - - - - - - ,ACKFLOW PREVENTER ENCLOSURE �, GRADE IN TURF AREAS AND 8,I ABOVE IN SHRUB BEDS. ASSEMBLY PER LEGEND PER LEGEND SNAP -TITE WATERPROOF CONNECTOR OR EQUAL, 4 PIG -TAIL EXPANSION LOOP (MIN. 24" LONG). WHITE ��'} 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. BLUE BALL VALVE (2) PLACES CLOSE NIPPLE t LEGEND, RED CONTROLLER MAINLINE SIZE SHALL BE EQUAL DIAMETER AS BLACK ' FLOW METER SIZE. -- 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED 6" THICK x 18" WIDE PIPE 5x DIA. OF F ( LOW METER SIZE). BLUE MIDI. DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (1 Ox DIA. OF FLOW METER SIZE). WHITE 3 4 (COMMON) 1 CONCRETE PAD (LENGTH VARIES BRASS WYE STRAINER F WATERPROOF ALL BLACK - WIRE I PER SIZE /MANUFACTURER) WITH 100 MESH MONEL , SLOPE TO DRAIN AT MINIMUM 2% SCREEN 1 I PVC SLEEVE 1 REQUIRED FOR PIPE THROUGH FINISH GRADE CONCRETE PAD P � ro a 90% COMPACTION � �» REQUIRED Lu NIPPLE • TYPICAL (2) PLACES : SCH 40 PVC MALE ADAPTOR « LU 11- d LINE TO SYSTEMS FROM WATER SOURCE TO METER III TYPICAL (2') PLACES' 20114-1 g zo 3' IN PLANT BEDS LOCK BOLT LIFT HOLE 3 FINISHGRADE 3l4" PVC BALL VALVE - THREADED 314" X 36" LONG PIG TAILED Q PVC MALE ADAPTER- LINE SIZE X 3A"(S X T) (� F THICK OF 3/4' WASHED CRUSHED AGGREGATE ENCLOSE IN CARSON MODEL 1220 -12 (14"x21'} VIOLET LAVENDER WITH LID MODEL 1220 -A AND STAINLESS STEEL BOLT CITY OF RANCHO CUCAMONGA CALIFOF 1PRGVEG BY _ BALL VALVE FOR EMITTER FLUSH BOX TY R.... ENGINEE GATE tISE'MTH ARQ SPECffiGATi6N5 FOR PLELIC W6RK& G6"iS7I STANPARDPLAN 531 9REE- Y OP i �I - CLEANSACKFILL -SEE -� - SPECS FOR MATERIAL. -� 90% COMPACTION REQUIRED - i PROVIDE 6" MIN. OF SAND - BEDDING AND SHADDING _II M.M I �I _- -k SIZE PER PLAN LANEINSTALL _Ti _ _ ADJACENTTO PRESSURE SUPPLY LINE PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE DIAMETER OF PRESSURE 6" TYP. SUPPLY LINE NON - PRESSURE LATERAL LINE SLEEVE - SIZE TWICE DIAMETER OF NON- PRESSURE LATERAL LINE NOTES: 1 ALL SLEEVES TO BE SCH 40 PVC. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS, 3. ROUTE SLEEVING AROUND': HANDICAP RAMPS. d PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. PLAN 124 ( 24" MIN. TO 36" M AX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 7. COPPER LINES MUST BE SLEEVED WITH CHRISTY S POLYETHYLENE PURPLE PIPE ENCASEMENTAND OR WRAP FOR RECYCLED WATER PART# EX- TA- ET- 2 -PRW. CITY OF RANCHO C UCAMON A, CALIFO RMA APPROVED BY STANDARD PLAN TY'P'ICAL SLEEVIN,G 533 CITY ENGINEER DATE USE WITH STANDAnO SPECIFICATIONS FOR PfJBLiC WORKS CONSTRUCTION R,C_E_ 83$%2 SHEET OF 1 ISLE: LEGEND: PLASTIC VALVE BOX (CARSON OR EQUAL) Wl PLASTIC INTEGRATED LOCKING LID. PLACE GRADE IN TURF AREAS AND 8,I ABOVE IN SHRUB BEDS. 2 MASTER CONTROL VALVE PER IRRIGATION G ON LEGEND. SNAP -TITE WATERPROOF CONNECTOR OR EQUAL, 4 PIG -TAIL EXPANSION LOOP (MIN. 24" LONG). WHITE ��'} 1 "' PVC CONDUIT TO CONTROLLER PEDESTAL. BLUE FLOW METER PER IRRIGATION IRRIGATION LEGEND, RED CONTROLLER MAINLINE SIZE SHALL BE EQUAL DIAMETER AS BLACK ' FLOW METER SIZE. 8 MIN. DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE 5x DIA. OF F ( LOW METER SIZE). BLUE MIDI. DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (1 Ox DIA. OF FLOW METER SIZE). WHITE 3 4 (COMMON) NOTE. 1 WATERPROOF ALL BLACK - WIRE CONNECTIONS. RED , I 7 !I YM 1 AGGREGATE BASE rc� NOTES: 1. ENSURE A MINUMUM OF B" CLEARANCE FROM BOTTOM OF ST RAINER To THE CRUSHED AGGREGATE 2. STRAINER CAN BE PAINTED PURPLE WITH RUS71 OLEUM #1961 AS PER CUCAMONGA VALLEY WATER DISTRICT. PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR 314" WASHED CRUSHED USE WILKINS MODEL 500 HR (1-3") AGGREGATE BASE NOTES: 1. INSTALL CONTROL VALVES A MIN, OF I2° FROM STRUCTURES OR HARDSCAPING. 2, INGTALL.VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4, PLACE AGGREGATE PRIOR 1-0 INSTALLA T ION OF VALVE BOX. E. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX, 6. ATTACH RECYCLED WARNING TAG (CHRISTY'S PURPLE MODEL NO, ID MAX- P2-RC009) ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. STANDARD PLAN PRESSURE REGULATOR VALVE 519 dEE INITH STANDARD SPECIFICATIONS FOR PUBLIC'WORKS CONSTRUCTION SHEET I OF' Wj M& Eli El M E&I SCALE�- N.T.S. M -=EMt :• W RUN TIME FORMULA =2*(60*E.T)/(P.R.*28 DAYS)*K.I.*(1/l.E.) NOTE: 1. The plant establishment water schedules are shown for guideline use only and are to be modified 2. It is based on the mothily evapotranspiration rates for City of Rancho Cucuam ors ga, CA. SCH 80 PVC UNION w w RAINBIRD MODEL # VIB-STD-B WITH LID MODEL # VB-STDP-L ATotal nual FINISH GRADE __�allons . ... .... .... ... w— IMF mom"= Iwo"$ goNvAlliilm- PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR 314" WASHED CRUSHED USE WILKINS MODEL 500 HR (1-3") AGGREGATE BASE NOTES: 1. INSTALL CONTROL VALVES A MIN, OF I2° FROM STRUCTURES OR HARDSCAPING. 2, INGTALL.VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4, PLACE AGGREGATE PRIOR 1-0 INSTALLA T ION OF VALVE BOX. E. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX, 6. ATTACH RECYCLED WARNING TAG (CHRISTY'S PURPLE MODEL NO, ID MAX- P2-RC009) ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. STANDARD PLAN PRESSURE REGULATOR VALVE 519 dEE INITH STANDARD SPECIFICATIONS FOR PUBLIC'WORKS CONSTRUCTION SHEET I OF' Wj M& Eli El M E&I SCALE�- N.T.S. M -=EMt :• W RUN TIME FORMULA =2*(60*E.T)/(P.R.*28 DAYS)*K.I.*(1/l.E.) NOTE: 1. The plant establishment water schedules are shown for guideline use only and are to be modified 2. It is based on the mothily evapotranspiration rates for City of Rancho Cucuam ors ga, CA. SCH 80 PVC UNION w w RAINBIRD MODEL # VIB-STD-B WITH LID MODEL # VB-STDP-L ATotal nual FINISH GRADE PRESSURE REGULATOR PIPE TO BACKFLOW PREVENTOR 314" WASHED CRUSHED USE WILKINS MODEL 500 HR (1-3") AGGREGATE BASE NOTES: 1. INSTALL CONTROL VALVES A MIN, OF I2° FROM STRUCTURES OR HARDSCAPING. 2, INGTALL.VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS, 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4, PLACE AGGREGATE PRIOR 1-0 INSTALLA T ION OF VALVE BOX. E. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER INSIDE VALVE BOX, 6. ATTACH RECYCLED WARNING TAG (CHRISTY'S PURPLE MODEL NO, ID MAX- P2-RC009) ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. STANDARD PLAN PRESSURE REGULATOR VALVE 519 dEE INITH STANDARD SPECIFICATIONS FOR PUBLIC'WORKS CONSTRUCTION SHEET I OF' Wj M& Eli El M E&I SCALE�- N.T.S. M -=EMt :• W RUN TIME FORMULA =2*(60*E.T)/(P.R.*28 DAYS)*K.I.*(1/l.E.) NOTE: 1. The plant establishment water schedules are shown for guideline use only and are to be modified 2. It is based on the mothily evapotranspiration rates for City of Rancho Cucuam ors ga, CA. RUN TIME FOR MU A =(60*E.T)J(P.R.*28 DAYS)*K.I.*(1/I.E.) NOT 1. The water schedules are shown for guideline use only and are to be modified accordingly as the weather 110 Illlllli Total Annual Gallons ATotal nual Equipment __�allons IMF mom"= 111,111 I'll, 1111"1 My, v RUN TIME FOR MU A =(60*E.T)J(P.R.*28 DAYS)*K.I.*(1/I.E.) NOT 1. The water schedules are shown for guideline use only and are to be modified accordingly as the weather 110 Illlllli M 310� RE Total Annual Gallons ATotal nual __�allons IMF mom"= M 310� RE am ID S CA ffm 01 Ai r,v' " CT 18508 iKA IF-X 'FMP: 'W's LM" j K011,7EMENT PLANS IRRIGATIUN, APPROVED BY: CITY ENGINEER DATE: 031vitu RCE No. 67514 PROJECT Sheet No. 10 Of 18 Total Annual Gallons IMF am ID S CA ffm 01 Ai r,v' " CT 18508 iKA IF-X 'FMP: 'W's LM" j K011,7EMENT PLANS IRRIGATIUN, APPROVED BY: CITY ENGINEER DATE: 031vitu RCE No. 67514 PROJECT Sheet No. 10 Of 18 0 01/ 0 ...... ...... 7 AA ......... . EL A NEu A CI. �1 1� PLANTING LEGENd SHE T KEY 0 0 T-4 Existing Tree to Remain, Protect in Place a w US 3 TREES CALL-OUT SYMBOL SIZE QUANTITY (gal./box) SHRUBS SIZE SPACING Anigozanthos'Bush Ranger' WATER Rosmarinus o,'Ken Taylor' 48" o,c. Salvia greggii 0 Salvia leucantha Chinese Pistache Rosmarinus o. 'Blue Spires' GROUNDCOVER 9 (2) Lantana'Lemon Swirl' VINES Per Plan AParthenocissus tricuspidata COMMONNAME SIZE SPACING CITY WATER 5 gal, 48" o,c. 346 L Autumn Sage USE Chinese Pistache 24" box Per Plan 9 M Muskogee Crape Myrtle 24" box Per Plan 4 M Bottle Tree 24" box Per Plan 6 L Dwarf Red Kangaroo Paw 5 gal. 24" o.c. 574 L Ken Taylor Rosemary 5 gal, 48" o,c. 346 L Autumn Sage 5 gal. 36" o.c. 207 L Mexican Bush Sage 5 gal. 36" o.c, 191 L Blue Spires Rosemary 5 gal. 48" o.c. 128 L Lemon Swirl Lantana 5 gal, 36" o.c. 454 L Boston Ivy 15 gal, 160-0. 73 M I PLANTING NOTES: I CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS THAT PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 2, CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS AND BACKFI LL REQUIREMENTS. 3, CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC,, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIRIREPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 4; NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND TESTED, 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 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, 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. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, & CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY, 9, THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTILL THE REQUIRED SOIL AMENDMENTS 6" ; INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. APPLIES TO ALL SHUB BEDS, 4 CY. NITROGEN STABILIZED SAWDUST 120 LBS GYPSUM 125 LBS G:RO-POWER PLUS 10, LANDSCAPE AREAS SHALL RECEIVE 4" LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH #3, AVAILABLE FROM: ARTESIA SAWDUST 13434 ONTARIO AVENUE ONTARIO, CA 91761 TEL. (909) 947-5983 FAX. (909) 923-72084 CITY REVISION DESCRIPTION OF APPROVE Ic lv_�r f AU Li K ILLf I f I u I-dz t I 1 01 11W 2016; PLANTING PLAN 1 APPROVED BY-. DATE:03hulsw CITY ENGINEER RCE No. 67514 TN IRCHAITERRA DESIGN GROUP COMMENDED GPD/DP LANDSCAPtARGH[TECTURE SITE PLAN141AG 10221 A TRAbtViAk STREET RANG H&OOGAMONGA, CA 91730 (909) 484-2800 FAX: (909) 484-2802 F C14ECKED RLA NO, 2 02-17-16 DP DATE JOB NO. PROJECT Siheet No. I I of 18 PRWECT Sheet F M FINISH GRADE TIGHTLY COMPACTED 3" BERM TO FORM DEPRESSED WATERING BASIN. TO 4" WOOD CHIP MULCH, (XI4,mi NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOTBALL. 2„ ROOT BALL PLANT PIT TO BE (2 TIMES THE WIDTH OF THE RAT BALL. NATIVE BACKFILL WITH NO ROCKS GREATER THAN 3" DIAMETER, UNDISTURBED NATIVE SOIL. NOTES: 1 UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. 00 NOT CRACK ROOT BALL. APPROVED BY' STANDARD PLAN CONTAINER FILANTII W'. Cf' ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w ., ,. 9A 7dDIr SHEET . OF 1 LIMIT OF PLANTER AREA ONE HALF OF SPACING REQUIREMENT DISTANCE EQUAL TO THE d ,....� DISTANCE EQUAL TO THE ON CENTER SPACING ON CENTER SPACING OF SPECIFIED SHRUB OF SPECIFIED SHRUB DISTANCE EQUAL TO THE ON CENTER SPACING OF SPECIFIED SHRUB, UNLESS SPECIAL CASE AS DESCRIBED IN NOTE 4. BELOW, NOTE: T. ALLSHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS. WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE -HALF THE DESIGNATED SPACING FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. ITS' OF RANCHO CUCAMONGA, _ CALIFORNIA APPROVED BY SI RUB AND GROUND COVER H STANDARD PLAN SPACING 508 CITYENGINEER . DA USE WTN A SC.FICAISFOP LIC WORKS CONSTRUCTION 9A ' SHEET ". OF I d ff-j HEADER, ETC.) CUT EDGE 4" OF COMPACTED WOOD CHIP MULCH, FINISH SOIL GRADE COMPACTED NATIVE SOIL NOTES: I. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL, 2. MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4 NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR ALLOWED TO REMAIN THERE. 5.4" MULCH CHIPS SHALL BE SUBMITTED' FOR APPROVAL PRIOR TO INSTALLATION. 3'4" WOOD CHIPS AVAILABLE FROM BURRTEC, 6. WHEN PLANTING CROUNDCOVER FROM FLATS, USE NO MORE THAN'A V LAYER OF WOOD CHIPS. TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK TO ALLOW FOR WIND FLEXING OF THE TREE, BUT NOT 10 LOW AS TO LOSE SUPPORT OR ALLOW w THE HEAD TO DROP, } NOTES: REMOVE NURSERY STAKES AND FILL CAVITY WITHIN ROOTBALL. 2 STAKES TO BE PLUMB AND PARALLEL. STAKE TREE PERPENDICULAR TO PREVAILING WIND. W E TOP OF STAKES BELOW HEAD OF TREE WHERE SPECIES GROWTH HABIT PERMITS. MAIN TRUNK 2''DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN DRIVE A MINIMUM OF 6" INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. TOP OF ROOTBALL TO EXTEND 2" ABOVE FINISH GRADE, PLANT PIT TO BEa2j TIMES THE WIDTH OF THE R T BALL. NO WOOD CHIP MULCH SHOULD BE PLACED OR ALLOWED TO REMAIN OVER THE ROOT BALL ARBOR GUARD IN TURF AREAS AND FRONT YARDS NATIVE BACKFIU WITH NO ROOKS GREAT ER THAN 3" DIAL NATIVE SOIL UNDISTURBED '. APPROVED EY. DOUBLE TAKE TREE STANDARD PLAN GALL - " BOX 502 CITY ENGINEER RCE 24a6 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1OF +. 2 #12 (3/37) STAINLESS STEEL 304 AIRCRAFT CABLE, PULL TAUT THROUGH EYE SCREW SECURE WITH ALUMINUM FERRELS @ EN: I DS AND ALUMINUM TURN BUCKLES @ 24' ON CENTER FOR TENSIONER. #8 EYE SCREWS @ 36" ON CENTER. ATTACH TO WALL BY INSERTING EYE SCREWS INTO LEAD SHIELDS. 4 VINE PER PLANTING PLAN. REMOVE FROM NURSERY TRELLIS & ATTACH TO ESPALIER WIRES W /NURSERY TIES. PLANT PER SHRUB PLANTING DETAIL. M MULCH LAYER PER PLANS LANE & SPECIFICATIONS. V1 f"A WALL d DESCRIPTION REVISION m APPROVED �Ir DATE-.0 RCE No. 67514 C HF-C EIS DP CONCR� TP El E PIO.RZ-1 __ AF-Mi W1, 0 Z *M*Ja �c Work includes, but is not limited to the following: Furnish all labor and materials, appliances, tools, equipment, facilities, transportation, and services necessary for installing all concrete work complete as indicated on the drawings and specifications including, but not limited to: A. Furnish and set all reinforcing steel, bolts and anchors. B. Install all items required by other trades which are to be cast into concrete. C. Concrete mow curbs, banding, poured in place wells, otherflatwork, footings, pans and slabs for: walls, fencing, benches, controllers, decks, etc., where applicable. P_41RT�ZGENERAL All requirements of subsection 3,31, standard specifications for Public Works Construction, shall apply except as specified herein, 2.1 INSPECTION OF SITE Examine related work and surfaces before starting work in this section. Report to the Landscape Architect in writing, site conditions which will prevent the proper provision of this work. Beginning the work in this section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of site conditions by the Contractor. Any required removal, repair, or replacement of this work caused by unsuitable conditions shall be done at no additional cost to Owner. 2.2 PROTECTION OF EXISTING CONDITIONS Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect existing site conditions. Should damage be incurred, this Contractor shall repair damage to its original condition orfurrish and install equal replacement at his own expense, to the satisfaction afthe Owner. 2.4 COORDINATION A. Cooperation On-Sita� Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and as efficiently as possible. B, Work With Other Trades; Coordinate with General Contractor items of other trades to be furnished and set in place. Such portions of their work as all or in part embedded, built-in, attached to, or supported by the work shall be executed by them in ample time that progress of the work is not delayed. Any cutting or patching made necessary to comply with this injunction shall be done at the Contractor's expense. 2.5 APPROVAL Wherever the terms "approve," "approval," or "approved" are used in the Specifications, they mean approval of the Landscape Architect, the Owner's Representative or their field representatives, or in writing. 2.6 SUBMITTALS At least 10 days afteraward aftcontract, Contractorshall submit for approval samples and/or manufacturers' latest catalog cuts and specifications of the following priorto beginning work. Approved samples shall be standards for completing work, A. One 2-ft. x 24 x 2-in. sample for each type of concrete finish and color at the job site. B� Color samples for expansion joint compounds. C. All submittal data shall beforwarded in a single package to the Landscape Architect within 15 days after award of the GeneralContract unless otherwise approved by the Landscape Architect and/or Owneils Construction Representative. 2.7 SUBSTITUTIONS A. Standards; Specific reference to manufacturers' names and products specified in this section are used as standards; this implies no right to substitute other material or methods without written approval of the Landscape Architect. B. Approval; Installation of any approved substitutions is Contractors's responsibility. Any changes required for installation of any approved substitution must be made to the satisfaction of Landscape Architect and without additional cost to Owner. Approval by Landscape Architect orl'substituted materials and/or dimensional drawings do not waive these requirements. I PART-3,MALTERIALS Materials shall be of first quality and of domestic manufacture as noted below: A. Portland cement shall conform to ASTM-Ci 50, Type I or Type It. B� Concrete aggregate shall conform, to ASTM-C33. C. Water shall be clean, free from strong acid, alkali, oil or organic matter. D. Admixture for all formed concrete shall be SIKA Chemical Corp.'s "Plastiment", or approved equal, applied in strict accordance with manufacturer's directions. E. Reinforcement: reinforcing steel ASTI and ASTM-A306.Wirefabric: ASTM-A185 F. Forms, 1. Lumber shall be "construction grade" Douglas fir. 2. Plywood for forming of concrete which is exposed shall be Plyform. All plywood used ior forming shall be at least 518 -inch thick and edge sealed. G� Expansion joint filler shall conform with ASTM-D1751 (premolded). PART-4 -EXECUTIO 1 4.01 CONCRETE DESIGN MI:X A. Contractor assumes responsibility for the design mix and guarantees the specified ultimate strength as indicated or specified herein. B. Concrete, minimum 28-day ultimate strength shall be 2000 PSI. C. Ready-mixed concrete shall conform to ASTI 4.02 CONCRETE PROPORTIONS & CONSISTENCY A. The proportions of aggregate to cement shall provide a dense mixture which will readily work into all corners of the forms and around all reinforcements without any segregation of the materials, cause excess free water to collect an the surface or cause excessive bleeding of the forms. B_ The recommended practices of the American Concrete Institute shall be followed inall applicable procedures. The maximum slump shall not exceed (4") four inches' ,or footings, slabs on grade, and mass concrete; 5 inches for foundation walls. 4.03 CONCRETE APPROVAL The concrete quality, proportions, consistency, etc., is subject to the approval of Owner, and no changes shall be made without prior written approval. 4.04 FORMWORK I X Forms for concrete work shall be either metal or wood. Forms that are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to line and grade and shall be staked rigidly in place with stakes set not more than four feet (4') apart so as to remain immovable throughout the construction. All forms shall be approved by Owner within a tolerance of one parcent (1%)� All materials shall be accurately and separately weighted and mixing shall continue until the distribution of material is uniform and the mass of concrete is homogeneous. B. Two and one-half (2 112) gallons of water per cubic yard, shall be withheld from the mix at the plant, and all or a portion may be added to the mix at the job site as directed by the Inspector. The concrete shall be mixed at least 5 minutes after such water is added and not less than 3 minutes of this time shall be immediately prior to the discharge of the batch. Total mixing time after adding original water shall be at least 16 minutes. C. Concrete which is not placed within 90 minutes after the introduction of cement and water, and concrete which has stood for 30 minutes after leaving the mixer, shall not be used. 4,06 REBAR Reinforcing bar shall be spliced with 40 bar diamiers, minimum overlap. 4.06 CONVEYING AND PLACING A, Before pouring, all forms shall be thoroughly cleaned and made tight. The bottom of trenches shall be wet down before pouring footings; earth shall not be muddy at the time of pouring. Concrete shall not be placed until reinforcements, rough hardware, and forms are approved by Owner. B, Before depositing new concrete against old concrete, all latance shall be removed, and the surfaces roughened to expose the embedded aggregate, The surt laces shall then be covered with cement grout, using the specified mix with 1/2 of the course aggregate omitted, 1-1 12 inches thick. C. Conveying and placing of concrete shall be done so as to prevent separation of ingredients, and in no case shall the free fall exceed 6 feet. Tremies shall be used as required. Surfaces of concrete shall be kept reasonably level, with a minimum amount of concrete being allowed to flow after being placed, Placing shall be performed as a continuous operation until each section is completed. D� Concrete shall be spaded and vibrated with mechanical vibrators to a maximum subsidence, without separation of ingredients. The moving of concrete by vibration will not be permitted. 4.07 COLORED CONCRETE Integral color and Dust-On color hardner shall be as speciled on plans and details. 4.08 GROUTING A. Grout shall be composed of one part Portland Cement and two parts of fine aggregate by volume, Materials shall be mixed dry and water added just sufficent to make the mixture flow under its own weight. I B. For dry tamp cement grout, a minimum of water shall be added to the nrl that when wet sample is squeezed hard in the hand, surface moisture, but no free water, shall appear an the sample. Do not mix more than can be used in 30 minutes. 4.09 CURING AND PROTECTION A, All exposed surfaces of concrete shall be protected from damage due to temperature, elements, and construction operations. a. Curing shall be as follows; 1 . All exposed surfaces of concrete shall be protected form premature drying and freshly placed concrete shall be protected against wash by rain. All concrete shall be kept wet for a period often days after placing. In order that curing water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run down between the concrete and the forms. I All liquid curing compounds shall be used in accordance with the manufacturers recommendations and shall not be used on surfaces receiving concrete hardener, 4.10 DEFECTIVE CONCRETE A. Concrete which is not in accordance with these specifications, out of line, level, or plumb; showing structural cracks, rock pockets, voids, spells, honeycombing, exposed reinforcing or other damaged surfaces shall be considered as defective. B. All fines and irregularities shall be removed from exposed concrete surfaces while the concrete is still green. Where patching is required, all loose and uniform concrete shall be removed prior to patching. 4.11 CONCRETE FINISHES Flat sunaces shall be screaded to the required levels and slopes and then any excess water or laitance removed. Concrete shall be compacted with a grid temper and then floated t to a true and level surface within the tolerance of 1 /8-inch along a 10-inch straight edge, Contractor shall ensure positive drainage an all fistwork. See Plans for concrete finish in landscape areas. !%,FJff37T_.T7JT R1 �It_ "W*: Iir� Placement of expansion joints shall be as directed and determined by layouts of slab markings noted on drawings. Expansion joint material shall be Poly Foam, or approved equal, or as noted an Plans. Expansion joints shall be recessed one-quarter inch from finish surface and sealed with a bead of grey thiokol sealant or equal- Silica sand to match concrete color shall then be tamped into thiokol bead. 4.13 CONTROL JOINT$ Control joints and other edges shall be formed in fresh concrete using a clean edging or jointing tool to provide a smooth uniform finish. 4,14 PROTECTION All finished concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricades shall be placed immediately after concrete finishing. Contractor shall furnish, place and remove all of his own barricades. Contractor shall be responsible for any damage to now construction and replacement of repair of the work shall be made without added cost to Owner. 4.16 PATCHING If patching is necessary and permissible, a bonding agent such as Weld-Crate, or equal, shall be used. 416 CONCRETE CURBS I Construct concrete curbs at locations shown on Plans as detailed, true to line and grade, as approved by the local County or City. Use natural grey Portend cement concrete, 2000 PSI compressive strength. Locate expansion joints as detailed or shown, and as directed, at intervals not to exceed fifteen feet (I F). Finish with steel trowel, then brush with bristle brush parallel to face or edge- 4.17 CLEAN-UP Upon completion of all concrete work and before final acceptance, Contractor shall remove all tools, surplus materials, apparatus, debris, etc., from the site and the site shall be left in a clean, neat condition acceptable to Owner. PART-5 --WARRANDES In addition to manurfacturers' guarantees or warranties, all work shall be warranted for one year from the date 01 ,final acceptance against all defects in materials and workmanship by contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner. 021�1011:1#41161?2 I CONCRETE UNIT MASONRY AND STUCCO SURFACING PART I �BCDPE-OF-J116ORK I I 1.01 WORK INCLUDED Furnish all labor, tools, equipment, materials, transportation, and per' Iorm all operations necessary arid incidental flor the proper execution and completion ofall concrete unit masonry in accordance with the Drawings and Specifications including, but not limited to, the following work items: A. Pilasters (Stuccoed where applicable) B. Walls (Stuccoed where applicable) C. Masonry Barbeques (Stuccoed where applicable) 1.02 RELATED WORK A. Furnishing and placing rebar. B. Concrete placement, C, Stucco application. PART-2--j2ENERAL 2.01 PERMITS & INSPECTIONS � Obtain necessary City Building & Safety Department permits and inspections. 2.02 APPLICABLE STANDARDS Any reference to the "Standard Specifications," "ASTM," or 'I manuals shall mean the current or latest editions. A. Standard Specifications: Standard Specifications of the State of Calfornia, Business and Transportation Agency, Department of Transportation, CALTRANS. B, Standards: 1 . ASTIM - American Society of, Testing and Materials. Z ACI - American Concrete Institute, Manual of Concrete Practice. 2.03 INSPECTION OF SITE Examine related work and surfaces before starting work in this Section. Report to the Landscape Architect in writing site conditions which will prevent the proper provision of this work- Beginning the work in this Section without reporting unsuitable conditions to the Landscape Architect constitutes acceptance of site conditions by the Contractor. Any required removal, repair, or replacement of this work caused by unsuitable conditions shall be done at no additional cost to Owner. 2.04 PROTECTION OF EXISTING CONDITIONS � Contractor shall acquaint himself with all site conditions. He shall take necessary precautions to protect existing site conditions. Should damage be incurred, this Contractor shall repair damage to its original condition or furnish and install equal replacement at his own expense, to the satisfaction afthe Owner. 2.06 COORDINATION A. Cooperation onsite; Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and as efficiently as possible. B. Work with Other Trades; Coordinate with General Contractor items of other trades to be furnished and set in place. Such portions ofthair work as all or in part embedded, built-in, attached to, or supported by the work shall be executed by them in ample time that progress of the work is not delayed. Any cutting or patching made necessary to comply with this injunction shall be done at the General Contractor's experse, 2.06 FINAL ACCEPTANCE I A. Review; Review for Final Acceptance shall be held in conjunction with the final review of Section 4-A & B. I Planting and Cons' auction. B. Acceptance; Work under this Section will be accepted by Landscape Architect upon satisfactory completion of all work. Upon Final Acceptance at the end of the maintenance period, including back-filling of walls, Owner will assume responsibility for maintenance of the work. Said assumption does not relieve Contractor of obligations under Wari-anty. RARZ3_-_HATERL4LS � Materials shall be of first quality and of domestic manufacture as noted below: A. Concrete masonry units: ASTM C 90, Grade N-1, hollow, normal weight lad bearing units. 1 . Types and sizes: As indicated on drawings, 2. Color: As indicated on Color Schedule, B. Portland cement: ASTM C 150, Type I or Type 11, C. Aggregates: I , Sand: ASTM C 144, clean, hard, strong, durable, free from injurious amounts of saline, alkaline, organic or other deleterious substances, with not less than 3 percent by weight passing No. 100 sleeve. 2, Pea gravet ASTM C 404, worked and graded with no more than 5 percent passing I 8 sieve and I with 100 percent passing 3/8 inch sieve. D. Water: Clean, portable, from domestic supply. E Hydrated lime: ASTIM C 207, Type S, and containing 85% by weight of calcium oxide. F. Admixture for grout. Material acceptable to Architect. Obtain acceptance irom Project Supervisor prior to use. I . Use according to manufacturer's printed Instructions. Secure manufacturer or distributor initial supervision by a qualified field representative to assure proper use of admixture. G. Mineral color pgrrI Pure ground mineral non-fading oxides, lime and alkali proof. Colors as selected by Landscape Architect where applicable. H. Cleaning material: Sure Klean No. 600 detergent, by Process Solvent Co., Inc., or equivalent, 1. Expansion joint filler: ASTM C 1751, J. Sealant materials: As noted on plans. I Submit Catalogue Out Cementitious waterproofing material, L. Vertical expansion joints: In concrete masonry wall construction shelf be a minimum 20'- 0" apart. Use breaking bond whether for exposed or stuccoed masonry wall work, PART 4 - EXECLITZ01 Each item of Work shall include excavations for foundations and footings, concrete masonry block, deformed billet-steel bars, Douglas Fir wood grant, stucco finishing and backfilling dean-Lip to the satisfaction of the Owner. 4.01 LAYOUT All wallsare to be staked in the fieldfortop offoofing, top ofwall, lengths ofwallsandall steps inwalls, on the square footage "as staked" in the field. Any changes or deviations which. add or delete concrete block walls will be corrected or approved by Project Superintendent and adjusted by drawings submitted and approved by Landscape Architect and Project Superintendent. Any overages will be per square foot/lineal foot unit cost. 4.02 INSPECTION OF WORK AREAS A. Inspect related Work and adjacent surfaces for completeness. 8, Correct conditions detrimental to a proper and timely completion of the Work. 4.03 OBSERVATION OF MASONRY WORK Perform all masonry Work under continuous observation by the Landscape Architect andlor Owner's representative. 4.04 PREPARATION X Previously placed concrete or mesonry� Clean of encrustations, laitance, oil and coatings which would reduce bond. Wash Work tharougWy with water under pressure; leave surfaces damp where masonry units connect I with earlier placed Work. B. Masonry units: Thoroughly clean of dust, grease, oil, or other matter which would reduce bond. C. Wetting: Do not wet concrete block units before installation, D. Reinforcement Clean off excess mill scale, loose rust, oil and coatings which would reduce bond. Secure anchor in place, 4,05 PLACING REINFORCEMENT I ' A. Place rain' ,orcament in accord with ACI 531. B. Place all reinforcement and embeds prior to grouting. 1, C. Reinforcing steel, except dowels in other Material, 1 , Vertical bars: Continuous from bottom cell,to top of wall, centered in cells, except where otherwise In 9 i 10' P, P � =M All subcontractor's materials and tools of the be responsible for damage to the finished su workmanlike manner. PART-E _-WARRAN.11ES In addition to manufacturers' guarantees or v against defects in materials and workmanshi resulting from defects in materials and workr SITE CARPENTRY PARITI __SLD2E_D1Jy_Q� Contractor shall provide all materials and work n, on the Drawings and Specifications herein. 1,01 WORK INCLUDED Penorm all work necessary and required for the, work includes, but is not limited to, the followingi A. Miscellaneous light form, B. Stairs C. Decks D. Headers E. Overhead structures 1.02. RELATED WORK IN OTHER SECI The following items of associated work are inclu( A. Painting PA RE 2 z�_GgEWF_RAL 2.D1 SUBMITTALS Submit color samples of all samples ofall paints � shall-be removed from the job site upon completion of work, Subcontractor shall of other work. Subcontractor guarantees all work will be performed in a good and iieI all work shall be warranted for one year from the date of Final Acceptance . ontractor. Warranty shall also cover repair of damage to any part of the premises p to the satisfaction of the Owner- I I � ENID OF SECTION to furnish and install complete and in place allelle carpentry work shown of wood structures and devices as indicated on the Drawings. Such in other sections of I these Specifications: stains to Landscape Architect for approval, 1 0 days prior to application. R��M A. Storage; Lumber shall be stored in neat stacks at the site unless it is to be used immediately. All lumber shall be Piled so that it may be readily inspected and shall be handled in a manner that will avoid injury or breakage. B. Piling Wood/Protection; Structural timber shall be neatly piled on skids above ground and shall be protected from the sun when necessary to prevent warping. Treated lumber shall be handled with rope slings. Cant hooks,peavays ' or other sharp instruments shall not be used in handling treated timber. Undue injury in handling will be cause for rejection, -PAR-T-3 - MA-TERIALS A. Grading standards; Redwood shall be in accordance with "Standard Specifications for Grades of California Redwood Lumber"graded under the rules of the Redwood Inspection Service. B. Lumber: 1 . All lumber shall conform to the allowable characteristics permitted within the applicable grading rules, No splits, checks, holes, decay or other irregularities will be permitted except those characteristic of that grade. 2� Unless otherwise indicated on Drawings or Specifications, lumber shall be either redwood construction heart and /or douglas fir, resawn, with no exposed sapwood. 3. Header; Construction heart grade redwood header and stake, where applicable. SAS or roughsawn as detailed. C. Hardware: I . Galvanized; All hardware required for fabrication, including brackets, hangers, hinges, fasteners, and nails shall be hot-dip galvanized. Screws, nuts, bolts, and washers shall be hot-dip galvanized or cadmium plated. 2. Additional Hardware; When shown an the plans and in addition to hardware, structural members fabricated from steel, conorat ,a, or other materials shall be incorporated into the structure. PART-4---EXECUTION E10491iffm Workmanship shall be first-class throughout. All lumber shall be accurately cut and framed to a close fit and shall have even bearing over the entire contact surfaces. Alf joints shall be square and tight unless otherwise shown. No shimming will be permitted in makingjoints. Work shall be free of hammer marks, dents or other disfiguration. Nails to be seated lush unless otherwise shown. Unless otherwise indicated on Drawings, countersink finishing nails 1/16 inch, Unless otherwise indicated on drawings, holes for countersunk bolts shall be bored with a bit 1/6 inch larger than the accompanying washer and to a depth which allows bolt head to be secured flush with finish surface of wood member. Holes for lag screws shall be same size as diameter of inner shank (bolt size minus depth of thread). I i ........ � �� I I . A. All bolts 6/8 inch and less in diameter shall be fitted with cut washers, and all bolts and lag screws over 618 inch in diameter shall be fifted with cast or malleable iron washers, unless otherwise shown on the plans. S. All exposed hardware items shall be installed as hot-dipped galvanized unless otherwise instructed on plan. 4.03 NAILING When toe nailing of structural members is required, toe nailing shall be at an angle and penetration to firmly secure member, 4.04 EASED EDGES Edges of seat decks, benches, handrails, planter caps and other exposed or leading corners are to be eased. 4.05 HEADERS Headers are to be installed in accordance with plans and details. 4.06 CLEANUP All subcontractor's materials and tools of the trade shall be removed from the job site upon completion of work. Subcontractor shall be responsible for damage to the finished surfaces of other work. Subcontractor guarantees all work will be performed in a good and workmanlike manner. PART-5,n. WARRANTIES In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workmanship by Contractor, Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner. gilli6qttxlola6lq:fiagw PAINTING PART I - SCOPE-OF-WDIRK 1,01 WORK INCLUDED Furnish all labor, tools, equipment, materials, transportation, and perform all operations necessary and incidental to proper execution and completion of all painting work in accordance with the Drawings and Specifications. Such work includes, but is not limited to, the following: A. Handrails a. Miscellaneous metals C. Wood overhead structures D. Decks E. Fencing 1.02. RELATED WORK IN OTHER SECTIONS The following items of associated work are included in other sections ofthese Specifications: A, Shop paint of steel materials and miscellaneous metal items PART_2_-_GEAERAL 2.01 SUBMITTALS Before beginning work, prepare for approval a sample of each color and firrish required. Such samples, when approved, shall constitute standards for color and finish for acceptance of completed work. Samples shall be made upon materials corresponding with those to be finished on the site. All work shall match the approved colors and samples. Submit samples to the Landscape Architect 15 days prior to construction for approval. 2.02 PRODUCT HANDLING All painting materials shall be delivered to the site in the manufacturers' original containers with labels intact and seals unbroken. They shall be stored in a safe place, in accordance with current local regulations. All necessary precautions shall be taken to avoid danger of fire. 2.03 ENVIRONMENTAL CONDITIONS Surfaces shall be painted only when they are free from moisture. No painting of exterior surfaces shall be done less than 72 hours after a rain, nor during periods of dew or vog. Receiving surf faces shall be property dried out before proceeding with the work. No painting shall be done when temperature is below 50 degreesF. 2.04 SCAFFOLDING AND PROTECTION Furnish, maintain and remove all scaffolding and ladders required for ths work, and all drop clothes for the protection of walks, fixtures, or other surfaces not to be painted, Painted and finished surfaces subject' to damage or defacement shall be properly protected and covered. Contractor shall be responsible Ior arry and all damage to painted work, and to that of other work caused by operations under' this Section. part 3 - materials 3.01 MANUFACTURERS A. Materials are specified by brand names to estatflish a standard of quality. The Landscape Architect will consider substitutions for brand names of products specified, provided the procedures set forth ' ,or substitutions and submittals are followed, The Landscape Architect reserves the right to reject any material which, in his opinion, will not produce the quality ofwork specified herein. The term "paint"as used herein includes enamel, paints, stains, varnishes, emulsions, lacquers and sealers. The following manufacturers' products and numbers constitute the standards for the primer and finish coats of the paint hereinafter specified: 1 � Primer: Federal Specification TT-P-86, Type 11 (red leadfalkyd type) or TT-P-645 (zinc chromate type) to be compatible with finish coat. 2� Finish Coats: Enamel, paint, stain, varnishes, emulsions, lacquers and sealers shallbe as specified on plans and details. 3.02 COLOR AND LIFE OF FINISH A. Colors shall be selected by Landscape Architect. Owner reserves the right to change colors to match and/or contrast building colors up to and including time of execution. S. Color of all surfaces finished under this Section shall,;;tL the end aforre year, have remained from serious lading, and no variations will be allowed. All materials shall then have adherence to the end of one year, and there shall be no evidence of blisters, running, pealing, sealing, chalking, streaks or strains at the end of this period. 3.03 MATERIALS FOR GENERAL USE Thinner, linseed ail, or other solvents required shall be as recommended by each manufacturer for his respective product. PART-4---EXECUTION 4.01 SURFACE PREPARATION A. =No painting or linishing shall be started until the surfaces to be painted or finished are in proper in every respect. Surfaces that cannot be properly prepared by the painter for finishing shall not be painted or finished until they are rectified, unless instructed otherwise by the Landscape Architect. B. Cleanliness: Surfaces to be painted shall be clean and free of dirt, dust. and any other substance which might interfere with the application of the paint, All surfaces to be painted shall be in proper condition to accept, and assume the proper adhesion and functioning of, the particular painting or coafing specified, C� Notification: Surfaces which cannot be prepared or painted as specified shall be immediately brought to the attention of the Landscape Architect. Starting of work without such notification will be considered acceptance by Contractor of the sunaces involved. Contractor will be required to replace any unsatisfactory work caused by improper or delective surfaces, as directed by the Landscape Architect, at no additional cost to the Owner. 4.02 WORKMANSHIP AND APPLICATION A� Quality: All painting shall be done by skilled and experienced craftsmen working under the supervision of a capable foreman, All workmanship shall be of the highest quality and to the complete satisfaction of the Landscape Architect, All materials shall be applied in accordance with the manufacturers' directions, and materials shall be thinned only in compliance with the manufacturers' specifications, B. Preparation: All material shall be evenly brushed, rolled or smoothly flowed on without runs or sagging and free from drops, ridges, laps, and brush marks, No coats shall be applied until any previously applied coats have thoroughly dried. Sand surfaces between coats as necessary to produce a smooth finish. C. Application shall be as follows: 1 . Paint: Two coats to match color of buildings - color to be selected by Owner. 2, Primer: Two coats - one coat shop applied and one coat site applied. 3. Unless otherwise instructed, all paints and primers shall be sprayed or rafted on-site, D. Finished Product: Completed painted surfaces shall be free of blistering, running, peeling, scaling, streaks or stains, and the colors of all surfaces shall remain free from fading and uniform in color- 4.03 CLEANUP AND GLEANING A. Safety/Cleanriness: Upon completion of the painting work, Contractor shall remove f From the premises and dispose of all scaffolding and equipment, surplus material, empty containers and other debris resulting from Contractor's operations, The site shall be left clean and neat In sit respects. 19 A"Z,4JEM&V-'-WZ4-Zf-,AT-kT-#O-^'-'�I In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workman-ship by Contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner, END OF SECTION TUBULAR STEEL FAR1_1_-_S_C_0PE OE-WORK 1.01 WORK INCLUDED A. Furnish and install tubular steel per plans, details and specifications. 1.112 RELATED WORK IN OTHER SECTIONS The following items of associated work are included in other sections of these Specifications: A, Painting PARZ2_-_GENERAL 2.01 QUALITY ASSURANCE I A, Qualifications: 1 . Perform shop welding on the premises of a fabricator licensed by the City Building and Safety Department, . 2. Perform welding by welders approved and certified in accordance with requirements of AWS. B, Reference Standards: 1 . "AISC Steel Construction Manual". 2. "Code for Arc and Gas Welding in Building Construction", AWS D1.0 of the American Welding Society, 3, "Metal Finished Manual", of the National Association of Architectural Metal Manufacturers (NAAMM). 2.02 SUBMITTALS A. Submit complete shop drawings to the Landscape Architect and/or Owners Representative for review in advance of fabrication. Show the following on the shop drawings: I . Show dimensions, sites, thicknesses, gauges, finishes, joining, attachments and relationship to adjacent work. 2 � Where welded connections, concrete inserts, and other items are required to receive other work, I show exact locations required. 1 For standard manufactured items, submit work sheets showing illustrates outs of items to be furnished, scale, details and dimensions. 2.03 COORDINATION WITH OTHER WORK A. Examine drawings and specifications, and include all miscellaneous metal work which is not distinctly specified in other sections. B. Provide all connections, anchors, bolts, welding, cutting, punching, drilling, tapping or other cc , rinecting required to fit miscellaneous metal with other work. C, Provide items' to be installed by other trades well in advance, to permit proper sequencing and scheduling of other work. PART_3�JWATER_ ,A 1__S Materials shall be of first quality and of domestic manufacture as noted below: A. Rolled steel shapes and steel plates: ASTMI A36. B. Steel tubing: ASTM A500 Grade A, or ASTM A501 seamless - G.A. per details. C, Steel pipe: ASTM A53, Type E or S, Grade A or A120, galvanized 6" diameter. , D. Steel bolts: ASTIM A307, Grade A. E. Welding rods, Conform to AWS requirements for intended use. F. Concrete Inserts: As indicated on the plans. G. Shop prime-coat paint: Conform to either FS TT-P-86 Type 11 for red lead/alkyd type paint or to FS TT-P-45 for zinc chromate type paint (2 applications - shop & sjil H. Touch-up for galvanized surfaces: Ail State #321 Galvanizing Powder (30% tin, 30% zinc, 40% lead and flux) as manufactured by All State Welding Alloys Co., or Speed Galvanized by W.D.L. Co. or equal. 1, Non-shrink grout: Mini Wax Construction Products Division Por-Rock, or approved actual- J_ Metal enamel: FS TT-P-37C - (2 coats). PART 4---EXECU-TION 4.01 FABRICATION A. Conform to the requirements of the referenced standards. I . For manual welding, use low hydrogen type 11701 5 and E7016 electrodes. 2. Weld preheat shall be determined from Mill Reports showing' the chemical composition of the r einforcement. I B. Shop prime sit ferrous items to 1 mill dry coat thickness after fabrication, deburring and grinding smooth welds and rough spots, Touch-up after installation. Leave in proper condition to receive finish painting. I . Do notpaint rebar and steel surfaces to be embedded in or bonded to concrete. C, Welds shall be ground smoothly, all weld spatter removed and work shall comply with the' specifications of the "American Welding Society." D. Subcontractor to perform all the above work in accordance with the goveming plans and specifications. 4.02 INSTALLATION A. Miscellaneous metalwork shall be free from defects which would impair strength, durability and appearance. 8. Erect plumb, straight, true and accurately fit in place. Brace. reinforce, and anchor in place. Grind all field welds. C. Provide non-shrink grouting of all frames, plates, sills, bolts and other items not designated to be done by others. D. Conceal 211 connections in the finished work, where possible, Exposed screw connections shall be Allenreard screws matching the material they fasten. E. Set base plate for support posts, true and plumb in concrete footing per details. I F. Protect all dissimilar metals from galvanic corrosion by pressure tapes, coatings, or isolators. G. After erection, clean off all rust, scale and oil. Clean field welds, bolts, and abraded areas. Touch-up all areas with the same material as used for the shop coat, leaving ail surfaces ready to receive finish coats. Apply second coat of primer on site. H. Apply one primer coat and two finish coats of exterior metal enamel to metal surfaces, color as selected by Owner's Representative. 4.03 REPAIR OF DEFECTS ' A. All defective or damaged work shall be replaced, removed and repaired as directed by the Landscape Architect or Owner's Representative at no cost to the owner. 4.04 CLEAN-UP A. Clean-up and remove from the site all unused materials and debris resulting from the performance offthis work not less than once a week or the last working day each week. All trash shall be removed completely from the project site. B. Touchup; Contractor shall clean and retouch Contradtor's work as necessary, or as required for final approval by the Landscape Architect within 24 hours notice. C. Unpainted Surfaces; Contractor shall leave all surfaces not to be painted, paving, hardware, or plant materials free from any paint, stain, spatterings, smears or smudges which are the result of his operation. I D� Location; Contractor shall not clean equipment and brushes or dispose of thinners, paint or other chemicals in areas to be planted or in the vicinity of existing plants. PART 5 - WARRAN= In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner, Xil I DESCRIPTION'OF REVISION [ =1"��t!l �, W ;- I � , !�i � 1111�= 11 1- - I I H, __ , � I 11 1111171il!'' 'I '"'S Iiiii-11111111 � � " I , , 4 I I I -� , : I'll ... � �,' - � I - , ,, r , " � � I , - I I I " , " 11 I '' -7 i 1 ,,,,, "�', 1, 1, I I I if : I : ; , I, '� I " I', I � I I I -11 r 1, I , 1, 1, � I 11 I I � I 1, I I , I � . I I I I � I A ,r , r I rim i RAC"T 1850;8 al a-IF LMD IMPROT""MENT 1"'LANS' = I 0; I I I I r I I I, ,,,",', I ,,"I'll, - "I'll, "I'll, I'll I - � , - � I I DATE 02-17-16 , "STREET = � , CA 91730 fg) 464-2802 RIA NOi, 28341 10B NO. 1555-5 �� Slwet No. 15 of 18 indicated. Secure vertical reinforcement in position at top, bottom and at intervals not farther apart than 192 bar diameters. Where necessary, hold vertical steel firmly in place by frames or other suitable devices as accepted by Architect. Z Horizontal bars: Wire temporarily above exact position, and tag to indicate correct locations. Use calibrated vertical bars where indicated, wired to vertical bars or dowels. 3. Accurately splice using lap of, bars as Indicated on drawings with a minimurr. of 40 bar diameters. 4. Tie at intersections using No. 16 gauge annealed wire. 4.06 MORTAR AND GROUT I A. Mortar: Type S in accord with UBC Chapter 24. 1 . Color: As indicated on plans. B. Grout: In accord with IJBC Chapter 24, with exception that lime shall not be used, C� Dispose of mortar and grout not used within 30 minutes after leaving mixer. Retempering of mixture will be allowed in accord with I Chapter 24, D� 11 Mortar and grout minimum; compressive strength: 1. Mortar: 28 days 1 �800 psi 1 2. Grout: 28 days 2,000 psi E After all ingredients are in the batch mixer, mix mechanically for not less than three minutes. Do not use hand mixing unless specifically acceptable to Project Superintendent. 4.07 WORKMANSHIP A, Preserve unobstructed vertical continuity of cells to be filled. Fully bed webs and crosswells forming such cells in mortar to prevent leakage of grout. B. Fractional parts of, masonry units are prohibited where whole uNts can be used. Chinking of interstices with fragments will not be alloWed. Provide special units as necessary to form openings and lintels. C. Do not construct any part of any masonry wall more then 6 ,'set higher' than adjoining portions. D. Where absolutely necessary, for construction purposes to stop off longitudinal runs of masonry, stop off only by racking back one-half unit length in each course. Toothing shall not be permitted. E. At openings for ducts, pipes and conduit burilt into masonry walls, cut to form fractional units with abrasive saw. F� Align vertical cells to maintain continuous unobstructed cell area. G. Set units with joints straight and uniform in width. 11 4�08 JOINTS AND COURSING - EXPOSED MASONRY I A. Joints: Raked as exposed masonry and flush with stuccoed; concave tooled with brick. B. Bond: Common runningbond, unless otherwise indicated. C. Joints: 3/8 inch wide. D. Keep all areas to be gi-outed free from mortar so that grout will contact foundation, E. Perform tooling or raking when mortar is partial set but still sufficiently plastic to bond. Use a tool which �joint compacts mortar, pressing excess mortar out rather than dragging it out. F� Rake out joints which are not tight at time of tooling, point and then tool - where applicable. G, ' Butter vertical head joints well for thickness equal to face shell of unit and shove these joints tightly so that mortar bonds well to both units.- 1 . Fill joints solidly from face of block toat least depth of face shell- H. Set lintels, capping units and bearing plates in a iull bed of mortar. 1, Control joints shall be as detailed. Apply sealant, where required, in accordwith plans and specifications. 4.09 GROUTING � A. Fill all masonry cells containing reinforcing steel solidly with grout.At finished course, stop grout one-half the course height below top oflast course grouted. 13� Keep mortar dropping out of or remove from grout space before grouting. C. Puddle grout or vibrate in place, D. Grout bolts and anchors inserted in wall solidly in place so that there s a minimum of 1 inch of grout between bolt and masonry unit, unless otherwise indicated. E. Set buits, frames and inserts necessary for attachment of subsequent Work must be secured in place prior to grouting. 4.10 POINT[NG AND CLEANING A. I Immediately remove from exposed surfaces surplus mortar, grout, voreign material, and stains. B. Defective joints: Point holes or defective mortar joints in exposed masonry and cut out and repoint defective joints. Replace chipped or broken masonry units. C. Staining and excess mortar: Protect exposed masonry against grout staining. Where grout or mortar does contact the faces of masonry, remove it immediately. Should accidental sTillage occur, wash and clean surfaces immediately with a 10% muratic acid and water solution, lollowe by a thorough water rinse. Remove stains where they occur, D. Clean efflorescence from masonry with specified cleaner in accord with cleaner manufacturer's instructions, E. After wait in constructed, do not saturate with water for curing or any other purpose. 1 4A 1 STUCCO SURFACING A. Wood Framed Walls: 1 . Stucco shall be three coat work not less then 718" thick, (a). Scratch coat shall be approximately 1/2" thick. Before the scratch coat has set, it shall be well cross-scratched to provide a strong bond and damp cured for at least 48 hours. (b). Brown coat shall be 114" thick. When brown coat has set sufficiently it shall be floated with a dry float to form a bond for the finish coat, Brown coat shall be applied no sooner than 48 hours after application of scratch coat. Scratch coat shall be dampened evenly before application of brown coat to provide even suction. (c) Finish color coat shall be approximately 1/8" thick and shall be applied and damp cured strictly in accordance with the manufacturer's directions, and city and local governing bodie& 2� Stucco shall be Merlax, La Habra or approved equal as per color selection by Landscape Architect, 1 3. Packaged material shall be delivered in the original packages, containers or bundles bearing the name of manu' acturer and the brand name. - 4. Texture to be rubber-float finish (scrub coat or as approved by Landscape Architect. 5. All exposed foundations shall receive one application VfIrifsh color coat to match building color. 5- All stucco shal[ be water proofed up to three feet above finish grade with Thompson's Water Sealer or equal. B. Block Walls 1 . Stucco shall be two coat work not less than 112" thick. (a). Brown coat shall be approximately 30' thick. Floatwith a dry floatto forma bond forthe finish coat. (b). Finish color coat shall be approximately 1/8" thick and shall be applied and damp cured strictly in accordance with the manufacturer's direction including city and governing bodies. � 2. Color and manufacturer shall be selected and approved by Landscape Architect. 3, Deliver packaged material in original packages bearing the manufacturers and brand names. 4. Texture as called out on plan or I.P. field approval- 5. All exposed foundation shall receive oner application of finish color coat to match building color. In 9 i 10' P, P � =M All subcontractor's materials and tools of the be responsible for damage to the finished su workmanlike manner. PART-E _-WARRAN.11ES In addition to manufacturers' guarantees or v against defects in materials and workmanshi resulting from defects in materials and workr SITE CARPENTRY PARITI __SLD2E_D1Jy_Q� Contractor shall provide all materials and work n, on the Drawings and Specifications herein. 1,01 WORK INCLUDED Penorm all work necessary and required for the, work includes, but is not limited to, the followingi A. Miscellaneous light form, B. Stairs C. Decks D. Headers E. Overhead structures 1.02. RELATED WORK IN OTHER SECI The following items of associated work are inclu( A. Painting PA RE 2 z�_GgEWF_RAL 2.D1 SUBMITTALS Submit color samples of all samples ofall paints � shall-be removed from the job site upon completion of work, Subcontractor shall of other work. Subcontractor guarantees all work will be performed in a good and iieI all work shall be warranted for one year from the date of Final Acceptance . ontractor. Warranty shall also cover repair of damage to any part of the premises p to the satisfaction of the Owner- I I � ENID OF SECTION to furnish and install complete and in place allelle carpentry work shown of wood structures and devices as indicated on the Drawings. Such in other sections of I these Specifications: stains to Landscape Architect for approval, 1 0 days prior to application. R��M A. Storage; Lumber shall be stored in neat stacks at the site unless it is to be used immediately. All lumber shall be Piled so that it may be readily inspected and shall be handled in a manner that will avoid injury or breakage. B. Piling Wood/Protection; Structural timber shall be neatly piled on skids above ground and shall be protected from the sun when necessary to prevent warping. Treated lumber shall be handled with rope slings. Cant hooks,peavays ' or other sharp instruments shall not be used in handling treated timber. Undue injury in handling will be cause for rejection, -PAR-T-3 - MA-TERIALS A. Grading standards; Redwood shall be in accordance with "Standard Specifications for Grades of California Redwood Lumber"graded under the rules of the Redwood Inspection Service. B. Lumber: 1 . All lumber shall conform to the allowable characteristics permitted within the applicable grading rules, No splits, checks, holes, decay or other irregularities will be permitted except those characteristic of that grade. 2� Unless otherwise indicated on Drawings or Specifications, lumber shall be either redwood construction heart and /or douglas fir, resawn, with no exposed sapwood. 3. Header; Construction heart grade redwood header and stake, where applicable. SAS or roughsawn as detailed. C. Hardware: I . Galvanized; All hardware required for fabrication, including brackets, hangers, hinges, fasteners, and nails shall be hot-dip galvanized. Screws, nuts, bolts, and washers shall be hot-dip galvanized or cadmium plated. 2. Additional Hardware; When shown an the plans and in addition to hardware, structural members fabricated from steel, conorat ,a, or other materials shall be incorporated into the structure. PART-4---EXECUTION E10491iffm Workmanship shall be first-class throughout. All lumber shall be accurately cut and framed to a close fit and shall have even bearing over the entire contact surfaces. Alf joints shall be square and tight unless otherwise shown. No shimming will be permitted in makingjoints. Work shall be free of hammer marks, dents or other disfiguration. Nails to be seated lush unless otherwise shown. Unless otherwise indicated on Drawings, countersink finishing nails 1/16 inch, Unless otherwise indicated on drawings, holes for countersunk bolts shall be bored with a bit 1/6 inch larger than the accompanying washer and to a depth which allows bolt head to be secured flush with finish surface of wood member. Holes for lag screws shall be same size as diameter of inner shank (bolt size minus depth of thread). I i ........ � �� I I . A. All bolts 6/8 inch and less in diameter shall be fitted with cut washers, and all bolts and lag screws over 618 inch in diameter shall be fifted with cast or malleable iron washers, unless otherwise shown on the plans. S. All exposed hardware items shall be installed as hot-dipped galvanized unless otherwise instructed on plan. 4.03 NAILING When toe nailing of structural members is required, toe nailing shall be at an angle and penetration to firmly secure member, 4.04 EASED EDGES Edges of seat decks, benches, handrails, planter caps and other exposed or leading corners are to be eased. 4.05 HEADERS Headers are to be installed in accordance with plans and details. 4.06 CLEANUP All subcontractor's materials and tools of the trade shall be removed from the job site upon completion of work. Subcontractor shall be responsible for damage to the finished surfaces of other work. Subcontractor guarantees all work will be performed in a good and workmanlike manner. PART-5,n. WARRANTIES In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workmanship by Contractor, Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner. gilli6qttxlola6lq:fiagw PAINTING PART I - SCOPE-OF-WDIRK 1,01 WORK INCLUDED Furnish all labor, tools, equipment, materials, transportation, and perform all operations necessary and incidental to proper execution and completion of all painting work in accordance with the Drawings and Specifications. Such work includes, but is not limited to, the following: A. Handrails a. Miscellaneous metals C. Wood overhead structures D. Decks E. Fencing 1.02. RELATED WORK IN OTHER SECTIONS The following items of associated work are included in other sections ofthese Specifications: A, Shop paint of steel materials and miscellaneous metal items PART_2_-_GEAERAL 2.01 SUBMITTALS Before beginning work, prepare for approval a sample of each color and firrish required. Such samples, when approved, shall constitute standards for color and finish for acceptance of completed work. Samples shall be made upon materials corresponding with those to be finished on the site. All work shall match the approved colors and samples. Submit samples to the Landscape Architect 15 days prior to construction for approval. 2.02 PRODUCT HANDLING All painting materials shall be delivered to the site in the manufacturers' original containers with labels intact and seals unbroken. They shall be stored in a safe place, in accordance with current local regulations. All necessary precautions shall be taken to avoid danger of fire. 2.03 ENVIRONMENTAL CONDITIONS Surfaces shall be painted only when they are free from moisture. No painting of exterior surfaces shall be done less than 72 hours after a rain, nor during periods of dew or vog. Receiving surf faces shall be property dried out before proceeding with the work. No painting shall be done when temperature is below 50 degreesF. 2.04 SCAFFOLDING AND PROTECTION Furnish, maintain and remove all scaffolding and ladders required for ths work, and all drop clothes for the protection of walks, fixtures, or other surfaces not to be painted, Painted and finished surfaces subject' to damage or defacement shall be properly protected and covered. Contractor shall be responsible Ior arry and all damage to painted work, and to that of other work caused by operations under' this Section. part 3 - materials 3.01 MANUFACTURERS A. Materials are specified by brand names to estatflish a standard of quality. The Landscape Architect will consider substitutions for brand names of products specified, provided the procedures set forth ' ,or substitutions and submittals are followed, The Landscape Architect reserves the right to reject any material which, in his opinion, will not produce the quality ofwork specified herein. The term "paint"as used herein includes enamel, paints, stains, varnishes, emulsions, lacquers and sealers. The following manufacturers' products and numbers constitute the standards for the primer and finish coats of the paint hereinafter specified: 1 � Primer: Federal Specification TT-P-86, Type 11 (red leadfalkyd type) or TT-P-645 (zinc chromate type) to be compatible with finish coat. 2� Finish Coats: Enamel, paint, stain, varnishes, emulsions, lacquers and sealers shallbe as specified on plans and details. 3.02 COLOR AND LIFE OF FINISH A. Colors shall be selected by Landscape Architect. Owner reserves the right to change colors to match and/or contrast building colors up to and including time of execution. S. Color of all surfaces finished under this Section shall,;;tL the end aforre year, have remained from serious lading, and no variations will be allowed. All materials shall then have adherence to the end of one year, and there shall be no evidence of blisters, running, pealing, sealing, chalking, streaks or strains at the end of this period. 3.03 MATERIALS FOR GENERAL USE Thinner, linseed ail, or other solvents required shall be as recommended by each manufacturer for his respective product. PART-4---EXECUTION 4.01 SURFACE PREPARATION A. =No painting or linishing shall be started until the surfaces to be painted or finished are in proper in every respect. Surfaces that cannot be properly prepared by the painter for finishing shall not be painted or finished until they are rectified, unless instructed otherwise by the Landscape Architect. B. Cleanliness: Surfaces to be painted shall be clean and free of dirt, dust. and any other substance which might interfere with the application of the paint, All surfaces to be painted shall be in proper condition to accept, and assume the proper adhesion and functioning of, the particular painting or coafing specified, C� Notification: Surfaces which cannot be prepared or painted as specified shall be immediately brought to the attention of the Landscape Architect. Starting of work without such notification will be considered acceptance by Contractor of the sunaces involved. Contractor will be required to replace any unsatisfactory work caused by improper or delective surfaces, as directed by the Landscape Architect, at no additional cost to the Owner. 4.02 WORKMANSHIP AND APPLICATION A� Quality: All painting shall be done by skilled and experienced craftsmen working under the supervision of a capable foreman, All workmanship shall be of the highest quality and to the complete satisfaction of the Landscape Architect, All materials shall be applied in accordance with the manufacturers' directions, and materials shall be thinned only in compliance with the manufacturers' specifications, B. Preparation: All material shall be evenly brushed, rolled or smoothly flowed on without runs or sagging and free from drops, ridges, laps, and brush marks, No coats shall be applied until any previously applied coats have thoroughly dried. Sand surfaces between coats as necessary to produce a smooth finish. C. Application shall be as follows: 1 . Paint: Two coats to match color of buildings - color to be selected by Owner. 2, Primer: Two coats - one coat shop applied and one coat site applied. 3. Unless otherwise instructed, all paints and primers shall be sprayed or rafted on-site, D. Finished Product: Completed painted surfaces shall be free of blistering, running, peeling, scaling, streaks or stains, and the colors of all surfaces shall remain free from fading and uniform in color- 4.03 CLEANUP AND GLEANING A. Safety/Cleanriness: Upon completion of the painting work, Contractor shall remove f From the premises and dispose of all scaffolding and equipment, surplus material, empty containers and other debris resulting from Contractor's operations, The site shall be left clean and neat In sit respects. 19 A"Z,4JEM&V-'-WZ4-Zf-,AT-kT-#O-^'-'�I In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workman-ship by Contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner, END OF SECTION TUBULAR STEEL FAR1_1_-_S_C_0PE OE-WORK 1.01 WORK INCLUDED A. Furnish and install tubular steel per plans, details and specifications. 1.112 RELATED WORK IN OTHER SECTIONS The following items of associated work are included in other sections of these Specifications: A, Painting PARZ2_-_GENERAL 2.01 QUALITY ASSURANCE I A, Qualifications: 1 . Perform shop welding on the premises of a fabricator licensed by the City Building and Safety Department, . 2. Perform welding by welders approved and certified in accordance with requirements of AWS. B, Reference Standards: 1 . "AISC Steel Construction Manual". 2. "Code for Arc and Gas Welding in Building Construction", AWS D1.0 of the American Welding Society, 3, "Metal Finished Manual", of the National Association of Architectural Metal Manufacturers (NAAMM). 2.02 SUBMITTALS A. Submit complete shop drawings to the Landscape Architect and/or Owners Representative for review in advance of fabrication. Show the following on the shop drawings: I . Show dimensions, sites, thicknesses, gauges, finishes, joining, attachments and relationship to adjacent work. 2 � Where welded connections, concrete inserts, and other items are required to receive other work, I show exact locations required. 1 For standard manufactured items, submit work sheets showing illustrates outs of items to be furnished, scale, details and dimensions. 2.03 COORDINATION WITH OTHER WORK A. Examine drawings and specifications, and include all miscellaneous metal work which is not distinctly specified in other sections. B. Provide all connections, anchors, bolts, welding, cutting, punching, drilling, tapping or other cc , rinecting required to fit miscellaneous metal with other work. C, Provide items' to be installed by other trades well in advance, to permit proper sequencing and scheduling of other work. PART_3�JWATER_ ,A 1__S Materials shall be of first quality and of domestic manufacture as noted below: A. Rolled steel shapes and steel plates: ASTMI A36. B. Steel tubing: ASTM A500 Grade A, or ASTM A501 seamless - G.A. per details. C, Steel pipe: ASTM A53, Type E or S, Grade A or A120, galvanized 6" diameter. , D. Steel bolts: ASTIM A307, Grade A. E. Welding rods, Conform to AWS requirements for intended use. F. Concrete Inserts: As indicated on the plans. G. Shop prime-coat paint: Conform to either FS TT-P-86 Type 11 for red lead/alkyd type paint or to FS TT-P-45 for zinc chromate type paint (2 applications - shop & sjil H. Touch-up for galvanized surfaces: Ail State #321 Galvanizing Powder (30% tin, 30% zinc, 40% lead and flux) as manufactured by All State Welding Alloys Co., or Speed Galvanized by W.D.L. Co. or equal. 1, Non-shrink grout: Mini Wax Construction Products Division Por-Rock, or approved actual- J_ Metal enamel: FS TT-P-37C - (2 coats). PART 4---EXECU-TION 4.01 FABRICATION A. Conform to the requirements of the referenced standards. I . For manual welding, use low hydrogen type 11701 5 and E7016 electrodes. 2. Weld preheat shall be determined from Mill Reports showing' the chemical composition of the r einforcement. I B. Shop prime sit ferrous items to 1 mill dry coat thickness after fabrication, deburring and grinding smooth welds and rough spots, Touch-up after installation. Leave in proper condition to receive finish painting. I . Do notpaint rebar and steel surfaces to be embedded in or bonded to concrete. C, Welds shall be ground smoothly, all weld spatter removed and work shall comply with the' specifications of the "American Welding Society." D. Subcontractor to perform all the above work in accordance with the goveming plans and specifications. 4.02 INSTALLATION A. Miscellaneous metalwork shall be free from defects which would impair strength, durability and appearance. 8. Erect plumb, straight, true and accurately fit in place. Brace. reinforce, and anchor in place. Grind all field welds. C. Provide non-shrink grouting of all frames, plates, sills, bolts and other items not designated to be done by others. D. Conceal 211 connections in the finished work, where possible, Exposed screw connections shall be Allenreard screws matching the material they fasten. E. Set base plate for support posts, true and plumb in concrete footing per details. I F. Protect all dissimilar metals from galvanic corrosion by pressure tapes, coatings, or isolators. G. After erection, clean off all rust, scale and oil. Clean field welds, bolts, and abraded areas. Touch-up all areas with the same material as used for the shop coat, leaving ail surfaces ready to receive finish coats. Apply second coat of primer on site. H. Apply one primer coat and two finish coats of exterior metal enamel to metal surfaces, color as selected by Owner's Representative. 4.03 REPAIR OF DEFECTS ' A. All defective or damaged work shall be replaced, removed and repaired as directed by the Landscape Architect or Owner's Representative at no cost to the owner. 4.04 CLEAN-UP A. Clean-up and remove from the site all unused materials and debris resulting from the performance offthis work not less than once a week or the last working day each week. All trash shall be removed completely from the project site. B. Touchup; Contractor shall clean and retouch Contradtor's work as necessary, or as required for final approval by the Landscape Architect within 24 hours notice. C. Unpainted Surfaces; Contractor shall leave all surfaces not to be painted, paving, hardware, or plant materials free from any paint, stain, spatterings, smears or smudges which are the result of his operation. I D� Location; Contractor shall not clean equipment and brushes or dispose of thinners, paint or other chemicals in areas to be planted or in the vicinity of existing plants. PART 5 - WARRAN= In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from the date of Final Acceptance against defects in materials and workmanship by Contractor. Warranty shall also cover repair of damage to any part of the premises resulting from defects in materials and workmanship to the satisfaction of the Owner, Xil I DESCRIPTION'OF REVISION [ =1"��t!l �, W ;- I � , !�i � 1111�= 11 1- - I I H, __ , � I 11 1111171il!'' 'I '"'S Iiiii-11111111 � � " I , , 4 I I I -� , : I'll ... � �,' - � I - , ,, r , " � � I , - I I I " , " 11 I '' -7 i 1 ,,,,, "�', 1, 1, I I I if : I : ; , I, '� I " I', I � I I I -11 r 1, I , 1, 1, � I 11 I I � I 1, I I , I � . I I I I � I A ,r , r I rim i RAC"T 1850;8 al a-IF LMD IMPROT""MENT 1"'LANS' = I 0; I I I I r I I I, ,,,",', I ,,"I'll, - "I'll, "I'll, I'll I - � , - � I I DATE 02-17-16 , "STREET = � , CA 91730 fg) 464-2802 RIA NOi, 28341 10B NO. 1555-5 �� Slwet No. 15 of 18 LANDSCAPE IRRIGATION SYSTEM PART .... 1_!�_G�ENER_AL 1.01 Refler to standard contract documents for non-technical contractual requirements and conditions. 1.02 SCOPE OF WORK: Furnish labor, materials, equipment, appliances and services necessary for the execution and completion of "Landscape Irrigation" as indicated on the drawings and/or herein specified. PA RT_.:_7-_MAT_ER1A L S Materials shall be of first quality and of domestic manufacture unless otherwise noted. 2.01 SUBMISSION FOR APPROVAL: Furnish the articles, equipment, materials, or processes specified by name on the drawings and in specifications. No substitutions will be allowed without prior written approval of the Owners Representative. A. A complete material list shall be submitted to the Owner'sRepresentative prior to penorming any work, Catalog data and lull descriptive literature must be submitted whenever the use of items different than those specified is requested, Notarized certificates must be submitted by plastic pipe and fitting manufacturer indicating that material complies with specifications, unless material has been previously approved. The material list shall be submitted using the following layout (double space between B. each ltem)� Itern No. Description Manufacturer Model* 1. Pressure Supply Lines Lasco Schedule 40 1 Lawn Head Buckner #404 3. Etc, Etc. Etc� Equipment or materials installed or furnished Without the prior approval of the Owners C. Representative may be rejected and such material removed from the site at no expense to the Owner. Approval of any items, alternates, or substitutes indicates only that produot(s) D. apparently meet the requirements of the drawings and specifications on the basis of the information or samples submitted. Manufactufer's warranties shall nut relieve liability under the guarantee. Such E. warranties shall only supplement the guarantee. The Owner's Representative may, at his option, require a manufacturer's warranty on any product offered for use, 2,02 GENERAL PIPING A. Pressure supply line from point of connection through backilow prevention unit shall be per local code. Pressure supply lines downstream of bacidlow, prevention unit shall be per the legend. B, Non-pressure lines shall be Class 200 PVC pipe. 2,03 PLASTIC PIPE AND FITTINGS A. All pipe shall be extruded of an improved PVC virgin pipe compound ' featuring high tensile strength, high chemical resistance and high impact strength. In terms of the current ASTM Standard D-1 769 or D-2241, this compound shall meet the requirements of cell classification 12454B for pipe and 13454B for fittings. This compound must have a 2,000 psi hydrostatic design stress rating. B. All pipe must bear the following markings: Manufacturer's name, nominal pipe size, schedule or class, pressure rating in P.S.I., and NSF (National Sanitation Foundation). The manufacturer shall also mark the date of extrusion on the pipe. C. Solvent cement joints 'or plastic pipe and fittings shall be made as prescribed by the manufacturer The high chemical resistance of the pipe and fitting compounds specified in the foregoing sections makes it mandatory that an aggressive primer, which is a true solvent for PVC, be used in conjunction with a solvent cement designed for the fit of the pipe and the fittings of each size range specified. D. Each pipe installer expected to make solvent joints shall receive instructions in the proper assembly Of Such joints from the representative of either pipe, cement, or fitting manufacturer before starting the job, unless he has been previously instructed on recommended solvent cementing procedures by a competent representative of the manufacturer. E. All fittings shall be standard weight schedule 40, At the purchaser's discretion, contract preference may be given those suppliers able to furnish all types of fittings required under this contract from a single manufacturer, in orderthat responsibility will not be divided in warranty claim situations. F. All, fittings shall be injection molded of an improved PVC fittings compound featuring high tensile strength, high chemical resistance, and high impact strength. In terms of the current ASTM Standard D-1 784-69, the compound must meet the requirements described in cell classification 13454B, Where threads are required in plastic fittings, these shall be injection molded also. All tees and ells shall be side gated. Apply primer and solvent on all pipe sizes and fitting& Primer solvent on both female G. and male ends. H. All threaded nipples shall be standard weight Schedule 80, with molded threads. All fittings shall bear the company's name or trademark, material designation, size 1, applicable I.P.S. schedule, and NSF seal of approval. 2�04 PVC CONDUIT/SLEEVING Pipe that is used for control wires sleeving shall be PVC conduit Schedule 40: Type 1220. All wires under paving shall be installed in PVC, conduit. or sleeves as indicated in details and Legend. 2.05 RING-TITE PVC PIPE A. All pipe indicated on the working drawings, shall be Class 160 PSI Johns-Manville PVC pipe with ring-tite joints. a. All ring-tite joints shall be sealed with rubber rings as provided by the manufacturer. All pipe joints shall provide for expansion and contraction. C� Thrust blocks shall be provided as required for proper anchorage and durability of the ring tite pipe. (Refer to Details) 2.06 BRASS PIPE AND FITTINGS (if required) A. Brass pipe shall be 80% red brass, American National Standard Institute (ANSI), Schedule 40 screwed pipe, Fittings shall be medium brass, screwed - 125 pound class. 2.07 BACKFLOW PREVENTION UNIT: See plan for type, manufacturer. and size. 2.08 QUICK COUPLING VALVES X The body of the valve shall be red brass with a wall thickness guaranteed to withstand normal working pressure of 150 pounds per square inch without leakage. Valve shall have a 314-inch female threaded opening at base, B� Hinge cover shall be red brass with a rubber-like vin I cover bonded to it in such a manner that it becomes a permanent-type cover, y2l. in color. Hinge shall be locking type. C. Quick couplers shall be installed as indicated on Plan and Details. 2.09 AUTOMATIC CONTROL VALVES, ELECTRICAL A. Valve shall be per legend. B. Valve shall be capable of being operated in the field without electricity at the controller, by a bleeding valve. C. Valve shall be completely serviceable in the field without removing valve body from the line. D. Valve shall be installed In a shrub area whenever possible and installed according to construction detail, 2.1 0 GATE VALVES Approved gate valves shall be Niboo T-1 1 3 or Hammond 606-32 with bronze turning handles. Size and location shall be as indicated on Plan. 2.11 VALVE BOXES All remote control valves, gate valves, and pressure relief valves shall be installed in suitable valve boxes as shown in details, complete with looking covers. All shall be 'Christie', or an approved equal. Install tags. 2.12 AUTOMATIC CONTROLLER A. The Automatic Sprinkler Controller shall be as noted in the legend. a. All wiring to and from the controller shall be through color-coded plugs and sockets. The controller shall be locking, weather-proof type, constructed of heavy gauge steel with corrosion resistant enamel finish inside and out. 2.13 ELECTRICAL, HIGH VOLTAGE A� Power to and connection to the automatic controller shall be provided by the Owner. B. All electrical equipment outside of buildings shall be Nema 3 type, waterproof for such installation. C. All high voltage work shall be installed under this section. Refer to Wring, Low Voltage for additional information. Z 14 WIRING, LOW VOLTAGE A. Connections between the controller and remote control valves shall be made with direct burial AWG-UF type wire, installed in accordance with valve manufacturer's specifications. Wire color: black or color coded for control, white for ground. B. Sizing of wire shall be according to manufacturer recommendations, in no case less than #14 in size. 2.15 SMALL SHRUB,BERY SPRINKLER HEADS See irrigation plan legend for manufacturer and model numbem . 3.01 GENERAL A. Materials shall be of first quality and of dorriestio manufacturer unless otherwise noted. B. Coordinate the installation of all sprinkler materials, includin pipe,withthe landscape drawings, to avoid interfering with the trees, shrugs, or other planting. C. For purposed of legibility, sprinkler lines are essentially diagrammatic. Although size and location of sprinkler equipment ate drawn to scale whenever possible, make use of all data in ail of the contract documents and verify this information at construction site. D. All work called for an the drawings by notes shall be furnished and installed whether or not specifically mentioned in the specifications. E, Do not willfully install the sprinkler system as indicated on the drawings when it Is obvious in the field that unknown obstructions or grade di firences exist, that might not have been considered in the engineering or if discrepancies in construction details, legend, or specific notes are discovered. All such obstructions or discrepancies should be brought to the attention al the Owner's Representative, In the event this is not done. the Contractor must assume full responsibility for revisions necessary. Before any work commences, confer with the Owner's Representative regarding general details of work of this contract. 3.02 OBSERVATION SCHEDULE A� Contractor will be responsible for notifying the Landscape Architect and Owner's Representative in advance for the following observations according to the time indicated: -Pre�ob Confewence - 7 days -Pressure supply line installation and testing - 36 hours -System layout - 36 hours Coverage tests - 36 hours -Final Inspection - 48 hours B. When observations have been conducted by other than the regular Owners Representative, show evidence of when and by whom these observations were made. C� No observation will commence without as-built drawings. 3.03 WATER SUPPLY: Connections to the existing points of cerriection shall be at the approximate locations shown on the drawings. Minor changes caused by actual site conditions shall be made without additional cost to the Owner. 1 3.04 LAYOUT: Layout sprinkler heads and make any minor adjustments required due to differences between site and drawings. Any such deviations in layout shall be within the intent of -the original drawings, and without additional cost to the Owner. Layout shall be approved by the Owners Representative before installation. 3.M GRADES: Before starting work on the sprinkler system, carefully check all grades to determine that work may safely proceed , keeping within the specified material depths. 3.06 ASSEMBLIES A, Install the backflow assembly at the height required by local codes. - B. Routing of pressure supply lines as indicated on drawings is diagrammatic. Install lines (and various assemblies) to conform with details on plans. C� Install no multiple assemblies on plastic lines. Provide each assembly with its own outlet. When called for, the pressure relief valve shall be the last assembly. D, Brass pipe and fittings shall be assembled using Teflon dope, or equivalent, applied to the male threads only. This is also true of plastic pipe and threaded fittings. 107 LINE CLEARANCE: All lines shall have a minimum clearance of 4 inches from each other, and 6 inches from lines Of other trades, Parallel lines shall not be installed directly over one another, 3.08 TRENCHING A. Dig trenched and support pipe continuously on, bottom of ditch. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings and as noted. Where lines occur under paved area, these dimensions shaft be considered below subgrade, B� Provide minimum cover of 18 inches an all pressure supply lines. C. Provide minimum cover of 18 inches for all control wires, Provide minimum cover of 12 inches for non-pressure lines. D. Provide minimum cover of 24 inches for all lines under paving, 3.09 BACKFILLING & Initial backfill on all lines shall be of a fine granular material with no foreign matter larger that 112-inch in size. Backfill material shall be approved sail. R Backfill material shall be tamped in 4-inch layers, under the pipe and uniformly on both sides for the full width of the trench and the Full length of the pipe. Materials shall be sufficiently damp to permit thorough compaction under and on each side of pipe, to provide support free of volds� Baddill for trenching shall be compacted to dry density equal tothe adjacent undisturbed soil. and shall conform to adjacent grades without dips, sunken areas, humps, or other irregularities, Under no circumstances shall truck wheels be used for compacting soil, Provide sand backfill a minimum of 6 inches over and under all piping under paved C. areas, 1 1 0 PVC PIPE A. PVC pipe shall be snaked in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. a. All plastic to metal joints shall be made with plastic male adaptors, unless otherwise shown in details. C, The joints shall be allowed to set at least twenty-four (24) hours before pressure is applied to the PVQ pipe system. D. Main lines shall be tested in place before backfilling for a period of not less than four (4) hours and shall shown no leakage or loss of pressure, During the test period, minimum test pressure, at the highest point of 'the section being tested, shall be 1 50 pounds per square inch. Center filling of pipe lengths is allowed. E, After all new sprinkler piping and risers are in place and connected, all necessary work has beren completed and prior to the installation of sprinkler heads, control valves shall opened and a full head of water used to flush out the system for a minimum of five (5) minutes. F� At the conclusion of a system flushing, the heads shall be installed and tested for operation in accordance with design requirements under normal operating pressure, Contractor shall verify head pressures with pilot tube and adjust valve to correspond with design pressure. 1 1 1 INSTALLATION OF RING-TITE PVC PIPE A. Except as may be noted in other parts of the Specifications or on the drawings, installation of Ring,74te pipe and connecting fittings shall be outlined in manual as furnished by pipe manufacturer, or as set forth by the Johns-Mansville Company Manual #772-62A. This shall include, but not be limited to, the installation of the pipe at the proper depth and the correct location of concrete thrust blocks of adequate sizes. Contractor shall make available the services of the manufacturer's representative at the start of the installation and during construction. B. Each line shall be tested at a pressure 50 PSI great ter than the manufacturer's recommended working pressure for a period of four (4) hours, with the couplings and connections exposed and with the center of pipe section sufficiently supported and filled to hold pipe in place, 3.12 SPRINKLERS A. All nozzles on sprinklers shall be tightened after installation, All sprinklers having an adjustment stem shall be adjusted on a lateral line for the proper radius, diameter and/or gallonage per approval of the Owner's Representative. B. Sprinkler heads and risers shall be installed according to details for final approval. Spacing of heads shall not exceed the maximum indicat ,ad on the drawings. In C� no case shall the spacing exceed the maximum recommendation by the manufacturer, 3.13 VALVES . A� Quick coupling valves shall be set approximately 12" from walks, curbs, header boards, or paved areas where designed. Refer to installation detail. Place quick couplers in valve boxes. B. Remote control valves shall be adjusted in order that a uniform distribution of water is applied by the sprinkler heads to the planting areas for each individual valve system. 3.14 VALVE BOXES I X Valve boxes shall be WL one inch (1") above the designated finish grade in lawn areas and three Inches (3") above finish grade in ground cover areas, B, Valve boxes installed near walks, curbs, header boards, and paving shall not abut those items. Top surfaces shall be flush with, and perpendicular to, items listed above. Valve boxes shall be installed in shrub planters, not in turf areas whenever possible, C, unless otherwise approved. 3.15 AUTOMATIC CONTROLLER LOCATION AND INSTALLATION A. The automatic controller shall be installed at the approximate location shown on the Plan, unless otherwise instructed by the Owner's Representative. 8� All local and other applicable codes shall take precedence in connecting the I 00 volt electrical service to the controller. Owner shall provide power to controller, Irrigation Contractor shall complete hook-up to controller. C. ate coverage of earth (1 8" minimum) over the 24-volt control wire. Bundle and tape wires at 1 FC.C. and install adjacent to mainline. 3.16 CONTROL WIRE A. All electricaf eWipment and wiring shall comply with local and state codes and be installed by those skilled and licensed in the trade. B� Connectin and splicing of wire at the valves or in the field shall be made using Rain Bird PeriTte connectors. . C. Three (T) feet lo PT.Taill wire splices shall be allowed only at 1500 ft. intervals. The wire splices Nall enclosed in an RCV Box with cover stenciled 'Ev in yellow. 3,17 BAG:KFLOW PREVENTION UNITS A. The backflow prevention units shall be installed as shown on Plans and Details. Backfiow prevention units shall be installed per local codes including certification. 3,18 FLUSHING THE SYSTEM: � After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system for a rolnimurn of 6 minutes. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of, the Owners Representative. & 1 9 ADJUSTING THE SYSTEM A. Adjust the valves and alignment and coverage of all sprinkler heads. If it is determined that adjustments in tie irrigation equipment or nozzle changes will provide proper and more adequate coverage, make all necessary changes or make arrangements with the manufacturer to have adjustments made, prior to any planting. These changes ot adjustments shall be made without additional cost to the Owner, B. The entire system shall be operating properly before any planting operations commence, 3,20 COVERAGE TEST: When the sprinkler system is completed, perform a coverage test in the presence of the Owner's Representative to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans, or where the system has been willfully installed as indicated on the drawin when it is obviously inadequate, without bringing this to the attentior lepresentative, This test shall be accomplished before planting begins. 3,21 HYDROSTATIC TEST: All Hydrostatic tests shall be made only in the presence of the Owner's Representative, or Other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, tested, and ap roved in writing. Pressure supply lines shall be tested under a hydrostatic pressure of 11 ?0 pounds per square inch for a period of four hours. 3.22 COMPLETION A. Upon completion of the work, make ground surface level, remove excess materials, rubbish, debris, etc., and remove construction and installation equipment from the premises. I B. Supply as part of this contract the following tools: - Two wrenches for disassembling and adjusting each type of sprinkler head supplied. I :Two keys for each automatic controller. Four quick coupler keys with attached hose swivels. - Four (4) of each of all types of sprinkler heads and nozzles. :Two keys for enclosure lark. Two cover lifting tools for valve boxes, C, The above equipment shall be turned aver to the Owner at the conclusion of the project. Before final acceptance can occur, evidence that the Owner ties received materials must be shown to the Ownes Representative. RAET_4_-RE_QQRD_D,RAWLNGS, C =&JldA1VUALS 1 4.01 RECORD DRAWINGS A. Record accurately on one set of black and white prints of the drawings, all changes in the work constituting departures from the original contract drawings, including changes in both pressure and non-pressure lines, B. Upon completion off, each increment of work, transfer all such information and dimensions to the prints. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction ofthe Owner's Representative. When � the drawings are approved, transfer all information to a set of reproducible drawings at cost by the Owner's Representative. C. Dimensions from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Locations shown on as-built drawings shall be , kept day to day as the project is being installed. All dimensions noted on drawings shall be 3/8-inch in size. D. Show locations and depths of the following items: -Point of connection. -Routing of sprinkler pressure lines (dimension maximum 1 00 feet along routing). Sprinkler control valves (buried only). -Routing of control valves. -Other related equipment (as may be directed by the Owners Representative)- c Quick coupling valves. F. Maintain as-built drawings on site at all times. G. Make ail changes to reproducible drawings in ink, If necessary, use eradicating fluid when redoing drawings. 4.02 CONTROLLER CHARTS A. As-built drawings must be approved by the Owner's Representative before charts I are prepared. B. Provide one controller chart for each controller supplied, of the maximum size the controller door will allow, showing the area covered by the automatic controller. The chart is to be a reduced drawing Of the actual as-built system. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that Will be readable when reduced. The chart shall be a blackline print and a different color shall be used to show the area of coverage for each station. C, When completed and approved, the chart .shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. thick. The chart shall be mounted using Velcro or approved equal type of tape, D. These charts must be completed and approved prior to final inspection of the irrigation system. 1 4.03 OPERATION AND MAINTENANCE MANUALS A. Prepare and deliver to the Owners Representative within ten days by calendar prior to completion of construction, all required and necessary descriptive materialin complete detail and sufficient quantity, properly prepared in individual bound copies of lhe operation and maintenance manual. The manual shall describe the material installed and shall be in sufficient detail to permit the operating personnel to understand, operate, and maintain all equipment. Spare parts lists and related manufacturer information shall be included for each equipment item installed- Each , complete, bound manual shall include the' ,ollowing information: 1 . Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment with names and addresses of local: manufacturers. 1 2. Complete operating and maintenance instructions on all major equipment. B� In addition to the above maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to the Owner's Representative at the conclusion of the project that this service has been rendered. PART 5 - GUARANTEES A. The entire sprinkler system shall be unconditionally guaranteed by Contractor as to material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the date of final acceptance of the work. Owner may exercise option to withhold part of final payment until the one year product/workmanship guarantee has elapsed from date of final acceptance. If within one year ,from the date of completion, settlement occurs, and B. adjustments in p1pes, valves and sprinkler heads or paving is necessary to bring the system or paving to the proper level of the permanent grades, contractor, as part of the work under his contract, shall make all adjustments without extra cost to Owner, including the restoration of all damaged planting, paving or other improvements of any kind, Should any difficulties develop within the specified =period which Owner feels may be due to inferior material and/or hip, these difficulties shall be immediately corrected by Contractor to the satisfaction of Owner at no additional cost to Owner, within 48 hours of written notice, including any and all other darnage caused by such defects, Failure of Contractor to respond in a timely manner to repair damaged conditions, shall prompt owner to repair same and deduct costs of labor, material and equipment used from Contractor's final payment, The Owner reserves the privilege of making any emergency repair without C. relieving Contractor's warranty obligations, Written guarantee shall be supplied in the completion of the project, showing D� date of completion END OF SECTION PLANTING PART-L--GENERAL 1.01 Refer to standard contract documents for non-technical contractual requirements and conditions, 1 1.02 SCOPE A. Work included: All labor and materials, appliances, tools, equipment, facilities, transportation, and set-vices necessary for and incidental to performing all operations in connection with furnishing, delivery, and installation of "Landscapin complete, as shown on the drawin and/or - udes, but is not limited to the follu,", specified herein. Work Inc.?", ngg$ 1 . Provide the fine grading in all areas to be planted. 2. Furnish and apply weed control to all planting areas. 3. Preparation of soil in all planting areas per soils analysis, 4, Furnish and install all plant materials. 5. Stake trees, 6. Furnish and install sodded lawn. 7, Furnish and install redwood header board. 8. Furnish and apply bark mulch. 9. Pruning of nursery stock. 10, Maintenance of all plantings until end of maintenance period and 11. Guarantee of materials and workmanship. B� Related work specified under other contracts (copies available from the Owner), 1 . Concrete sidewalks and curbs. 2. Asphalt paving, 3. Rough grading. 4� Electrical. C. Verification of Plant Quantities: Quantities given for plant materials are shc for convenience only. The Contractor shall provide all plants shown on the plans. P ART-2-MATE,RIALS 2.01 MATERIALS: If requested, samples of soils additives and plants shall be submitted for inspection and stored on the site until furnishing of materials is completed. Delivery may begin upon approval of samples. or as directed by the Owner's Representative. A copy of delivery slips on all materials used on project shall .be forwarded to the Owner's Representative. Substitutions in any material will not be permitted unless specifically approved in writing by the Owner's Representative. A. Sail and Soil Amendments: I . Fertilizer for sail conditioning and maintenance shalt bearthe manufacturer's guaranteed analysis, and shall be as recommended in the required soils laboratory report. 1 Fertilizer plant tablets shall be'AGRIFORM SLOW RELEASE'to be 1. Omit rotatilling on slopes 2 to I or greater in ration. Instead, lightly hand scarify the applied per Manufacturer's Specifications. , soil. Refer to Drawings for sloped areas, if any. Application rates: J. Patch all areas having damage from erosion and so related earth moving to create Apply 21 gram agriform tablets at the following rates per plant by size: a smooth and regular surface for planting. Final grade to be approved by Owners Representative. Shrubs: Protection of Existing Vegatation� " I al. shrub - 1 tablet I . If lawns have been established pnor to planting operations, the surrounding 5 at. shrub - 3 tablets 3�04 SOIL CONDITIONING (also see Fine Grading Section) .,?gal. & 24" box shrubs - I tablet for each 1/2" of trunk Diameter or each begin. I foot of height or spread. A. Broadcast the recommended soil additives per 1,000 square feet and cultivate to a depth of Trees 6" based upon required soils and plant laboratory report. It is the Contractor's responsibility Apply one 21 gram agriform tablet for each 1/2" oftrunk diameter or each to obtain soils tests. Soils analysis shall be done by Soils & Plant Laborato Inc. 412 S. Lyon, Santa Ana, CA (714) 558-8333, Copies of the report shall be sent IoU Owner's � foot of height or spread, Representatives. 3. Ground Cover: Apply one 5 gram agriform tablet per rooted ground cover cutting. Refer to B. For bidding purposes when no soils report is available in all planting areas the following Manufacturers Specification for installation procedure, application shall be made per 1,000 square feet ol area and shall be thoroughly cultivated in In no event shall the Contractor proceed from one state to another of the work, two directions into the top 9" of sail, and the area watered down: 4 - Organic amendment shall be nitrolized redwood sawdust (.5% actual 2 CU, YDS. nitrolized wood shavings nitrogen), orFir Bark 1% rtitrogen). It shall be fine textured, having 20 LBS. iron sulfate minimum 80% passing #8 screen and minimum 96% passing #4 mash screen. S�alinity shall be no higher than 3.5 millimhos per centimeter at 25 C. Planting pits shall be excavated three times the diameter and 2" shallower than the roothall Centigrade as measured by saturation Pine shall not be used as an depth for trees, twice as wide and 6" deeper than the rootbalf for shrubs. (Refer to planting organic amendment. details). B. Plant Materials D. For plants other than azaleas, camellias, and fems, backfill plant pits with sail excavated from shown on the drawings. pit. Do not any additional amendments to backfill mix. 1 , Quality andsize of all plants shall conform to the California Standard Grading Code of nursery stock and shall be No. 1 grade. Plants shall be E. Prepare soil mix for back fill in pits for azaleas, camellias, fems and other plants (as vigorous, or normal growth. free from disease, insects, insect eggs and specified) as follows� larvae. All plants shall equal or exceed any measurements specified and 3.03 FINE GRADING shall be supplied from the source indicated when a source is specified. 1/3 Washed Plaster sand The Contractor shall import as required. The Contractor's bid shall Indicate the 113 Canadian Peat Moss Container stock shall have grown in containers for at leas, one year, but 113 Loamite or Forest Humus 2, not over two years. Samples shall be shown to prove that no rootbound conditions prevail. No container plants that have cracked or broken balls F. Backfill mix for Palms shall be concrete sand. (Refer to details) of earth, when taken from container, shall be planted except on special C� approval from the Owners Representative. G. The prepared soil shall be uniformly blended in an area adjacent to the planting work and shall contract. be accurately proportioned using a suitable measuring cantainer. Unused excavated soil shall N omen clature con' ,orms to customary nursery usage: Forderification,the be removed from site, Protect the mix from water until it has been 3. term "mulli-trunk" defines a plant having a minimum of three trunks and a E. maximum of five trunks of nearly equal diameter. 3.05 WEED CONTROL/ABATEMENT Inspections; All plant materials must have been previously inspected at A. 4. the nursery by a State or County Horticultural Department, and shall be Weed abatement: after earthwork, Installation of, irrigation system, and sail subject to the inspection and approval of the Landscape Architect before preparation, but prior to planting, perform weed abatement program to all planting planting, areas as follows: dryness in the affected areas. The affected sail shall be replaced with native soil. If I . Hydroseeded or hand seeded planting areas; a. Inspection of Plant Material: Inspection of plant materials required �, by city, urn State, or Federal authorities shall be the a. Apply sulfate of ammonia at the rate Of 5 Lbs. per 1,000 Sq. Ft. to all ,ty �� respoubol , the Contractor and where necessary he shall have areas be planted. secured permits or certificates prior to delivery of plants to the site. b, Keep area moist by regular irrigations for a period of two (2) weeds to b. Plants shall be subject to inspection and approval or rejection at germinate existing weed seeds. place of growth and on the project site at any time before and durinj progress of work or during the maintenance period. Poor conch !on, latent defects, injuries, and improper size, variety, and r. At the end of two weeks, apply "Round-Up" or equal systemic herbicide. Do notirrigate within six (6) hours after application. Herbicide shalt be shape shall be cause lor rejection. Rejected plants shall be applied by an individual with appropriate license, refer to MFG specifications for period oftime required from time of application to time of implementing removed from the project site immediately. planting. After com lete weed kilt, remove all weed residue and top growth and dispose of in a Flegal manner. Alternative methods of weed kill for item 0 5. Substitutions for the indicated plant materials will be permitted provided my be Vapam or Mathyl Bromide applied per licensed herbicide agency and the substitute materials are approved in advance by the Landscape specifications. Architect and the substitutions are made al no additional cost to Owner. 2, Shrub and hand planted ground cover areas; Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications, If the accepted a, Apply pre-emergent weed control chemicals to hand planted groundcover � subsirtute materials are of a less value than those indicated or specified, areas. Do not apply to areas to be seeded. the Contract price will be adjusted in accordance with the provisions of the Contract. b. Proceed with installation of shrubs and groundcover after removal of any weeds by cultivation. C. Tree support materials: 13� The Contractor shall be responsible for control of weeds in all landscape areas through the final acceptance of the work. Any selective weed control spray or physical weed 1 , Stakes for tree support shall be lodgepole pine free from knots, rot, cross removal shall be the Contractor's responsibility and the Contractor shall repair any grain or other defects that would impair strength. Stakes shall be pressure damage resulting from weed control activity. treated with pentachlora phenol, and a minimurr. of 2" diameter by 8'-O" long and pointed at one end. C. All herbicides shall be applied only by a licensed herbicide application agency, No - herbicides shalt be applied withotit first obtaining written approval from the city 2, Ties for holding trees shall be "cinch-tie"or approved equal ' "Cinch-tie" inspector, manuf, by V.I.T. Products, 15561 Product Lane, D-4. Huntiripton Beach, CA 92649. , 3.06 PLANTING SHALL BE DONE AS FOLLOWS: 3. Tree guying materials shall be as follows, A, Planting of Trees (a) Ground anchors for guying shall be redwood per detail. 1 Position plants in plant locations indicated on drawings and secure approval (b) Guying wire shall be 12 gauge annealed galvanized steel. before excavating pits, making necessary adjustments as indicated. (c) Guying cable shall be a minimum of two strands, making a 3/16" Z All pits for trees shall be dug square with bottom level, the length of sides equal diameter steel cable. to three times The width and 2" less than the depth of the tree root bell. Compacted soils at sides and bottoms shall be loosened by scarifying or other (d) Hose chafing guards shall be new or used 2-ply, one half inch approved method. Once the tree is polstioned in the pit, the pit shall be filled (1/2") reinforced rubber or plastic hose and shall be all the same with soil as per specs, thoroughly settled by water application. (Refer to color on the t. Length shall be one and one-half times the Prolech planting details and spacing dctails.) I circumference Of t e plant at its base. 3 Prepare depressed water basin as wide as plant rootballs at each plant. (a) Guying cable shall be covered with 3/8" die x 3" long white PVC Water thoroughly, backfilling any voids with additional soil. tubing. B. Planting Vines, Shrubs and Groundcovers (f) Turnbuckles shall be alvanized or cadmium-plated steel and have a 3" minimum Trigthwise opening fitted with screw eyes. I Vine and shrubs shall be planted in pits at least one and one-half times greater then the diameter of the rootball and 6" below the bottom of the ball. (g) Duckbill 88-OTS earth anchor may be used as an alternate to the Compacted soil at bottom of pit shalt be loosened and the pit filled with �. guying materials specified above manuf. by Foresight Products, native soil" to the buttorn of the ball. When the plant has been properly set, I Inc, North Glen, Colorado, (1-800) 325-5360 the pit shall be filled to the required grade with amended soil and thoroughly settled by tamping and watering. All vines shall be removed from stakes, D. Mulch : Mulch shall consist of processed wood fiber material equal to or untied, and securely fastened in an approved manner to the wall, fence or supplidill by Intravais Rock and Sand, Upland, CA, (909) 982-6713, Submit other surface next to which they are planted. (Refer to planting detalfs) sample of any alternative material prior to purchase and/or placement for Owner's Representative's approval. 2. Prepare a depressed water basin as wide as plant root balls at each plant. Lawn trom Sod , Marathon Hybrid Fescue. Submittal for type and grower required Water thoroughly, backfilfirig any voids with additional prepared planting mix. E. for Architect's approval. Header board/Mowstrip: See details. 3� Ground Covers F. Herbicides: (a) Pits for flat sized plants to be at least 4" x 4" x 4"_ Ground cover areas G_ shall be moistened prior to planting. No flatted liner, or potted plants I . Herbicides used must comply with all applicable State and Federal laws shall be planted in dry soil. and be registered with the U,S. Environmental Protection Agency Herbicide control shall be: (b) Set plants in center of pits so that crown of plant will be level with finished � grade after settling of soil, then backfill, and water. (Refer to spacing detail) (a) Pre-emergency application of "Trefian 5% Granules" or (r) Flatted plants shall be well-rooted with runners at least 4" but not more than 6` in length. equivalent, applied according to manufacturer's recommendations and incorporated into soil as specified, C. Trees and Vines Occurring in Lawn (b) Post - emergence application of "Round-up" or equivalent, 1 . Trees and vines occurring in lawn shall be planted before final preparation of applied as specified by manufacturer. Spray with extreme care those areas. to avoid contact with landscape plantings. Z All trees shall be installed with bark protection devices at their crowns. (Refer to lantin detail'l PART_1_-_E,YEjaunoN 3,01 GENERAL PREPARATION A. Commence work as directed by the Owner's Representative and conduct operations continually to completion unless weather conditions are unfavorable, All work shall conform to high standards of, practice within the trade. Clean up and remove from planting areas all existing plant material not removed B. under the general site construction contract, including roots and any accumulated debris and rubbish before commencing work. Legally dispose of such materials � �v 3. Lawn around trees shall be installed no closer to the tree trunk than the width of the rootball, and shall be maintained at this distance. 3,07 TURF GRASS SOD A. Roll subgrade when soil is reasonably dry, using a 125 pound water ballast roller. if rolling will not firm the sod bed underneath, it shall be permitted to settle until the Owner's Representative determines a satisfactory condition has developed. Re-rake or scarify all irregularities and out or fill as required to establish uniform grade. Roll area again to obtain a uniform grade. Areas to be planted to lawn, shall be finished smooth, satisfactory to the Owner's Representative before any sod is placed, off the site. Sod is to be freshiv cut and nfaced in sections not smaller than one souare foot. B. Stagger the joints between roils. Sift soil (use soil waste that has fallen off sod) Into all joints to fill any voids created, Roll -sod with lightly weighted roller after completion of all sodding operations, C. The lawn edges shall be maintained in a neat condition until acceptance of the work. Sufficient measures shall be taken to the Contractor to ensure the lawns against damage resultin from pedestrian traffic. If any type of barrier is used, it must meet D. with the approveiI of the Owner's Representative, Any darn-age to the lawns shall be repaired by the Contractor before acceptance will be made. Repair: When any portion of the -sod area becomes discolored, waterlogged, or otherwise damaged or unhealthy following sodding within the period of Contractors E. responsibility, the affected portion shall be repaired to re-establish the condition and grade ofthe soil to installation and shall then be replanted as originally specified at no cost to the Mlolrer, 3.08 HYDROSEEDING A� Slope areas� Refer to planting plan and slope mix designs for types and amount of seeds to be used. Alternate seed mixes may be used only upon approval of the Landscape Architect or the Owner's Representative. The designed slurry mixes shall be applied by an approved hydromulch company. Designed slurry mixes will be either for irrigated or non-irtigated slope conditions. (Refer to plans and seed mix designs). Each container of slurry mix shall be applied within a 2 hour time limit, or be rejected and removed at Contractor's expense. B. TurfAreas: The designed seed and slurry mix shall be applied in designated areas by an %proved hydromulch company within a 2 hour time limit per container mix. (Refer to P anting Plan and Legend). Where applicable, a substitute seed mix may be used only upon approval of the Landscape Architect or Owners Representat live. Daily Work Sheets: Daily work sheets shall be signed by the Nozzlemen and sent to C. the Owner's Representative f for payment approval. The 'Following in' ,ormation shall be recorded: I . Seed - types, amounts 2. Fertilizer - analysis, amount 3. Mulch - type, amount 4, Seeding additive - type, amount 5. Number of loads - amount of water 6 Area covered - in acres 7. Equipment used - capacity and license number D. Protection/Clean-up: Prevent and/or clean-up overspray, onto concrete reservoirs, drainage ditches, channels, structures, roads and walkways. Overspray and spillage onto restricted areas shall be removed the same day at Contractor's expense t to the satisfaction of the Owners Representative, 1 3.09 STAKING (See Staking Details) A. Stakes shall be driven into the ground in such a way as to minimize damage to the ball of the tree, and shall be placed so that the tree will blow away from the stakes, except where such placement will cause damage by parked cars, B. Form loops around trunk with ties, and securely attach to stake(s). Attach loose enough so that tree can sway slightly in the wind. (Refer to Detail) 3.10 GUYING Trees 36" box size or larger, shall be immediately guyed after planting with four guys per tree. (Refer to Detail) 3.11 PRUNING: Pruning of nursery stock shall not be done prior to delivery. Plants and trees shall only be pruned for health or -structural reasons, including the need to eliminate diseased, damaged, or structurally unsound growth. Pruning shall be performed according to ANSI A-300 or International Society of Arboriculture standards under supervision of a qualified arborist approved % the Landscape Architect. LEAVE OPEN WOUNDS TOAIR-DRY -DO NOT USE ANY FORM 0 "TREE PAINT" OR WOUND SEALER, 3.12 MULCHING: I A. All planting areas (except as noted) shall be mulched (top dressed) with a minimum of 2" depth layer of wood fiber material. Remove mulch falling on hard-surfacee areas, 3.13 CLEAN-UP A. During the course of the work and at its conclusion, remove surface material from the site and leave the premises in a neat and clean condition. 6, Remove all tags, labels, nursery stakes and ties from all plants. 3.14 PROTECTION Contractor shall carefully arid continuously protect all areas included in the Contract, including plant materials, fences, supports, public safety, etc., until final acceptance of the work by the Owner's Representative. 3,15 MAI NTENANCE A, Maintenance ooerations shall begin immediately after each plant is planted and shall be continued satisfactorily for a period of 90 days after the time all items of work have been completed as specified herein and to the satisfaction of the Owner's Representative. I B. During the maintenance period specified in paragraph A. above, at] plants and planted areas shall be kept watered at all times; weeds shall be removed and disposed of; basins and depressions shall be maintained and cultivated and kept well formed around trees and shrubs; paper and debris shall be regularly removed from planters; and water system shall be maintained and repaired; rodents shall be controlled; and ' the entire project shall be -so cared for that a neat and dean condition is presented at all times. Keep walks and curbs swept clean. Legally dispose of excess materials including paper and debris in planted areas. C� Maintain a sufficient number of men and adequate equipment to perform the maintenance work herein specified from the time of planting until completion of the maintenance period and acceptance by the Owner. 0. An application of fertilizer shall be made to all landscape areas just prior to the completion of the maintenance period according to the recommendations for the required soils laboratory report. E. A written notice requesting a pre-maintenance inspection shall be received by the Owner's Representative at least 5 days to completion of the project. F. A written notice requesting final inspection shall be received by the Owners Representative at least 5 days prior to completion of maintenance period, I G. The Contractor shall make a periodic inspection of plant materials until the end of the guarantee plant period. If unfavorable conditions exist which might be harmful to the guaranteed plant, the Contractor shall notify the Owner in writing of, the condition, or lie may be held responsible under the guarantee, H. Pre-maintenance inspection and final inspections are to be held with the understanding that the project has been reviewed by the principals of the responsible Contractor in advance of the review b the Owner's Representative andfor Owner. Discrepancies noted during this aLance review are to be corrected before the project receives these official inspections. I� The Landscape Contractor shall refer to the Landscape Maintenance Manual far further maintenance requirements (if applicable), PART 4 - GUARAiNTiEFES 4.01 GUARANTEE All shrubs and groundcover shall be guaranteed by Contractor as to growth and health For period of ninety (90) days after completion of the specified maintenance period, and/or final acceptance by the Owner's Representative. All trees up to 24: box size shall be guaranteed by Contractor to live and I grow in an acceptable upright position for a period of six (6) months after completion of the specified maintenance period, and/or final acceptance by the Owners representative. Trees in 24" boxes or larger, and all field grown specimens shall be guaranteed by Contractor to live and grow in an acceptable upright manner for a period of one (1) year after completion of the specified maintenance period, and/or final acceptance by the Owner's representative. 4.02 REPLACEMENT STOCK All replacement ,stock shall be subject 'to the same warranty requirements as the original stock. Any damage due to replacement operations shall be repaired by the Landscape Contractor. At the end of the warranty period, inspections shall be made jointly by the Tenant`$ Construction Representative, Developer, Tenant and Landscape Cont6otor. Al plants and lawn areas not in a healthy growing condition shall be removed and replaced with plants and grasses of a like kind and size before the dose al the next planting season. END OF SECTION Underground Obstructions to Planting: , I . If underground utilities, construction or solid rock ledges are encountered, other locations for planting may be selected by the Owner's Representative. Damage to utility lines shall be repaired at the Contractors expense at no additional cost to the Owner or Tenant, ' D, Protection of Existing Vegatation� I . If lawns have been established pnor to planting operations, the surrounding rurf s all be covered in a manner that will protect turf areas before excavations ,� h begin. I E� Storage: Store plants and materials an the project site, and ensure that they are protected from damage by sun, rain, wind, theft, vandalism, and construction work. Waterparits regularly. 3.02 INSPECTION Or WORK IN PROGRESS A. Installations and operations in progress must be approved at various stages by the Owner's authorized Representative. B. In no event shall the Contractor proceed from one state to another of the work, Without prior approval of the Owners authorized Representative. C. The Contractor must notify the Owner's authorized Representative for inspections of the following stages of work: I 1 - When all grading within planting areas has been completed. 2 When all plants are ready to be delivered at the nursery or when plants have been delivered to the site and prior to any planting, 3. When al[ trees and shrubs have been spotted an the site where shown on the drawings. 4. When all tree and shrub pits have been excavated after water has leached out of the pits. 5. When weed germination and removal is complete, and seedbed is prepared but prior to installation of seed� 1 3.03 FINE GRADING A. The Contractor shall import as required. The Contractor's bid shall Indicate the total in-place cost of required import. No additional charges will be showed B. The soil shaft not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form, or clods not readily break up. C� The Contractor shall be responsible for dust control in areas within the scope of this contract. D. I Rip in two directions to the depth of 12" on all areas upon which fill will be placed. Rough grade requirements shall allow for soil amendments. Coordinate with E. General Contractor. Bring to the attention of the Owner's authorized Representative all soil in planting F, areas that contain any deleterious substances such as oil, plaster concrete, gasoline, paints, solvents, etc.. Upon the approval of the Owner's authorized Representative, remove and dispose of all above mentioned soil to the level of dryness in the affected areas. The affected sail shall be replaced with native soil. If the Contractor fails to notify Owners authorized Representative of the above-mentioned soil, the Contractor shall be responsible for any damage to installed plants caused by such substances. If an area to be landscaped is not acceptable to the Contractor, he shall notify the G. Owners Representative. Finish grade all planting areas to a smooth and even conditions, making certain H. that no water pockets or irregularities remain. Remove and dispose Of all foreign materials, clods and rocks over one inch in diameter within six inches of the surface so that, after conditions and panting, the finish grade In shrub and in groundcover areas is 3" below the top of al� curbs and V below the top of all walks. B. Stagger the joints between roils. Sift soil (use soil waste that has fallen off sod) Into all joints to fill any voids created, Roll -sod with lightly weighted roller after completion of all sodding operations, C. The lawn edges shall be maintained in a neat condition until acceptance of the work. Sufficient measures shall be taken to the Contractor to ensure the lawns against damage resultin from pedestrian traffic. If any type of barrier is used, it must meet D. with the approveiI of the Owner's Representative, Any darn-age to the lawns shall be repaired by the Contractor before acceptance will be made. Repair: When any portion of the -sod area becomes discolored, waterlogged, or otherwise damaged or unhealthy following sodding within the period of Contractors E. responsibility, the affected portion shall be repaired to re-establish the condition and grade ofthe soil to installation and shall then be replanted as originally specified at no cost to the Mlolrer, 3.08 HYDROSEEDING A� Slope areas� Refer to planting plan and slope mix designs for types and amount of seeds to be used. Alternate seed mixes may be used only upon approval of the Landscape Architect or the Owner's Representative. The designed slurry mixes shall be applied by an approved hydromulch company. Designed slurry mixes will be either for irrigated or non-irtigated slope conditions. (Refer to plans and seed mix designs). Each container of slurry mix shall be applied within a 2 hour time limit, or be rejected and removed at Contractor's expense. B. TurfAreas: The designed seed and slurry mix shall be applied in designated areas by an %proved hydromulch company within a 2 hour time limit per container mix. (Refer to P anting Plan and Legend). Where applicable, a substitute seed mix may be used only upon approval of the Landscape Architect or Owners Representat live. Daily Work Sheets: Daily work sheets shall be signed by the Nozzlemen and sent to C. the Owner's Representative f for payment approval. The 'Following in' ,ormation shall be recorded: I . Seed - types, amounts 2. Fertilizer - analysis, amount 3. Mulch - type, amount 4, Seeding additive - type, amount 5. Number of loads - amount of water 6 Area covered - in acres 7. Equipment used - capacity and license number D. Protection/Clean-up: Prevent and/or clean-up overspray, onto concrete reservoirs, drainage ditches, channels, structures, roads and walkways. Overspray and spillage onto restricted areas shall be removed the same day at Contractor's expense t to the satisfaction of the Owners Representative, 1 3.09 STAKING (See Staking Details) A. Stakes shall be driven into the ground in such a way as to minimize damage to the ball of the tree, and shall be placed so that the tree will blow away from the stakes, except where such placement will cause damage by parked cars, B. Form loops around trunk with ties, and securely attach to stake(s). Attach loose enough so that tree can sway slightly in the wind. (Refer to Detail) 3.10 GUYING Trees 36" box size or larger, shall be immediately guyed after planting with four guys per tree. (Refer to Detail) 3.11 PRUNING: Pruning of nursery stock shall not be done prior to delivery. Plants and trees shall only be pruned for health or -structural reasons, including the need to eliminate diseased, damaged, or structurally unsound growth. Pruning shall be performed according to ANSI A-300 or International Society of Arboriculture standards under supervision of a qualified arborist approved % the Landscape Architect. LEAVE OPEN WOUNDS TOAIR-DRY -DO NOT USE ANY FORM 0 "TREE PAINT" OR WOUND SEALER, 3.12 MULCHING: I A. All planting areas (except as noted) shall be mulched (top dressed) with a minimum of 2" depth layer of wood fiber material. Remove mulch falling on hard-surfacee areas, 3.13 CLEAN-UP A. During the course of the work and at its conclusion, remove surface material from the site and leave the premises in a neat and clean condition. 6, Remove all tags, labels, nursery stakes and ties from all plants. 3.14 PROTECTION Contractor shall carefully arid continuously protect all areas included in the Contract, including plant materials, fences, supports, public safety, etc., until final acceptance of the work by the Owner's Representative. 3,15 MAI NTENANCE A, Maintenance ooerations shall begin immediately after each plant is planted and shall be continued satisfactorily for a period of 90 days after the time all items of work have been completed as specified herein and to the satisfaction of the Owner's Representative. I B. During the maintenance period specified in paragraph A. above, at] plants and planted areas shall be kept watered at all times; weeds shall be removed and disposed of; basins and depressions shall be maintained and cultivated and kept well formed around trees and shrubs; paper and debris shall be regularly removed from planters; and water system shall be maintained and repaired; rodents shall be controlled; and ' the entire project shall be -so cared for that a neat and dean condition is presented at all times. Keep walks and curbs swept clean. Legally dispose of excess materials including paper and debris in planted areas. C� Maintain a sufficient number of men and adequate equipment to perform the maintenance work herein specified from the time of planting until completion of the maintenance period and acceptance by the Owner. 0. An application of fertilizer shall be made to all landscape areas just prior to the completion of the maintenance period according to the recommendations for the required soils laboratory report. E. A written notice requesting a pre-maintenance inspection shall be received by the Owner's Representative at least 5 days to completion of the project. F. A written notice requesting final inspection shall be received by the Owners Representative at least 5 days prior to completion of maintenance period, I G. The Contractor shall make a periodic inspection of plant materials until the end of the guarantee plant period. If unfavorable conditions exist which might be harmful to the guaranteed plant, the Contractor shall notify the Owner in writing of, the condition, or lie may be held responsible under the guarantee, H. Pre-maintenance inspection and final inspections are to be held with the understanding that the project has been reviewed by the principals of the responsible Contractor in advance of the review b the Owner's Representative andfor Owner. Discrepancies noted during this aLance review are to be corrected before the project receives these official inspections. I� The Landscape Contractor shall refer to the Landscape Maintenance Manual far further maintenance requirements (if applicable), PART 4 - GUARAiNTiEFES 4.01 GUARANTEE All shrubs and groundcover shall be guaranteed by Contractor as to growth and health For period of ninety (90) days after completion of the specified maintenance period, and/or final acceptance by the Owner's Representative. All trees up to 24: box size shall be guaranteed by Contractor to live and I grow in an acceptable upright position for a period of six (6) months after completion of the specified maintenance period, and/or final acceptance by the Owners representative. Trees in 24" boxes or larger, and all field grown specimens shall be guaranteed by Contractor to live and grow in an acceptable upright manner for a period of one (1) year after completion of the specified maintenance period, and/or final acceptance by the Owner's representative. 4.02 REPLACEMENT STOCK All replacement ,stock shall be subject 'to the same warranty requirements as the original stock. Any damage due to replacement operations shall be repaired by the Landscape Contractor. At the end of the warranty period, inspections shall be made jointly by the Tenant`$ Construction Representative, Developer, Tenant and Landscape Cont6otor. Al plants and lawn areas not in a healthy growing condition shall be removed and replaced with plants and grasses of a like kind and size before the dose al the next planting season. END OF SECTION w (E) El a Eg m TF I MATD -1 LJJ Z-4 h Z �j H I - - ---------- Z2 ELECTRI CAL S 1 TE PLAN M I t I 7i. CITY OF RANCHO M�l . ............ LW 37 B VIA 25% m �xl 7i. CITY OF RANCHO M�l U11U1T UM Z. INL UUNINAUIVN ZMALL V= LAIM-MM WkUllUFM wnr_n mr-rivninki run ni:,p T T -17 DECORATIVE WALKWAY AREA LED FIXTURE W/ BETA R WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER AND APIP OVED t 7='' T ur—" 1 4 U T=T i DESCRIPTION LAMP S VO LlS MANU FACTUkER CATALOG # MOUNTING REPAIR OF ANY AND ALL DAMAGES CAUSED BY HIM OR HIS WO RK. POLE AT +11'-0" r4 P.V.C. COATING. ROUTE ALL UNDERGROUND CONDUITS AROUND PROPOSED BUILDING AND ELI NC POLE TO BE COLOR BY ARCHITECT ESS STRAPS AND SCREWS. ALL BOXES AND FrMNGS SHALL BE SUPPORTED AND SECURED IN LEGEND A.F.G. FUTURE BUILDING LOCATIONS. CLEANED AND REINSTALLED J COMPLIANCE WITH C.E.C. AYMCLE 370, NO. wATrs I TYP E 1 7, Ai CONDUIT SHALL BE iNSTALLED CONCEALED WHERE VHTNUALLT f-WZQ10Lr_. 18, P.V,C, CONDUIT SHALL BE USED UNDERGROUND ONLY, IF APPROVED BY LOCAL CODE, T T -17 DECORATIVE WALKWAY AREA LED FIXTURE W/ BETA INSTALL PER ALL REQUIRED LOCAL CODES. ALL CONDUIT SWEEPS, RISERS, AND STUBS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR FACTORY INSTALLED 7='' T ur—" 1 4 U T=T i INTERNAL TYPE THREE REFLECTOR. COMPLETE n 120 ARE-EDG-3M-DA-02 -UL- BIB -3 50 POLE AT +11'-0" r4 P.V.C. COATING. ROUTE ALL UNDERGROUND CONDUITS AROUND PROPOSED BUILDING AND ELI NC POLE TO BE COLOR BY ARCHITECT ESS STRAPS AND SCREWS. ALL BOXES AND FrMNGS SHALL BE SUPPORTED AND SECURED IN LEGEND A.F.G. FUTURE BUILDING LOCATIONS. CLEANED AND REINSTALLED J COMPLIANCE WITH C.E.C. AYMCLE 370, W.P. HANDHOLE. CONTRACTOR SHALL IAA Al I ^^kirm irr Y%&Ai w 1^ P% N —.LaAi i LiAxj= A v /4 Q* ni ii P fl int- no onoV ILAMIRAIJU L_MfMrr aAlmal 21' ° PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING PROVIDE 1* LONG WELD-TWO ON EA. uff PN" t vlvwwll wvnf �XV16L_ ItMYL. In &Of VV I UL-" VM%L. W1% 1%W4 �g 20. CONDUIT SHOWN AS EXPOSED OR APPROVED FOR EXTERIOR EXPOSED INSTALLATION SHALL BE INTERMEDIATE METALLIC CONDUIT (I.M.C.), SECURED WITH TWO-HOLE MALLEABLE PIPE COLOR BY ARCHITECT ESS STRAPS AND SCREWS. ALL BOXES AND FrMNGS SHALL BE SUPPORTED AND SECURED IN LEGEND J COMPLIANCE WITH C.E.C. AYMCLE 370, W.P. HANDHOLE. CONTRACTOR SHALL VERIFY CHARACTERISTICS OF EXISTING POLE AND PROVIDE ALL REQUIRED ACCESSORIES TO MOUNT NEW LIGHT FIXTURE. INCLUDE ALL COST IN BID. !CT 21' ° PENETRATIONS TO FIRE-RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING PROVIDE 1* LONG WELD-TWO ON EA. uff AS REQUIRED BY THE STATE FIRE MARSHAL AND ALL OTHER GOVERNING BODIES. 1 STRONGBOX METER ENCLOSURE STAINLESS STEEL SIDE *BOTTOM & TOP OF HAND LE vo "0 22. ALL CONDUCTORS OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH NEMA TYPE 3R MPS-Al 6-42K SERVICE AFTER INITIAL INSPECTION BUT BEFORE FINAL ACCEPTANCE INSPECTION. ""'.1m 9/30/16 O.S.H.A, VERIFY INCOMING AIC W/ LOCAL UTILITY COMPANY AND MATCH BUSSING AS REQUIRED BOND GROUND CONDUCTOR TO POLE. BUSH END C 23. THE COMPLETE ELECTRICAL SYSTEM SHALL BE G ROUNDED IN ACCORDANCE MTH THE PRESENTLY ADOPTED EDITION OF THE C.E.C., ARTICLE #250. 2. COMMERCIAL METER SOCKET 100A WITH TEST BLOCKS (4) NEW 3/4- X 30' 24. CONDUCTORS SHALL BE CODE GRADE. 600 VOLT CLASS, COPPER, MARKED 2•" ALONG IVS ANCHOR BOLTS. EXISTING BOLT LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. 3. SERVICE METER VIEWING WINDOW COVER CONDUCTORS SHALL BE TYPE "THWN" (WET) OR "THHN" (DRY). DELIVER CONDUCTORS TO DRY PACK GROUT THE JOB SITE IN UNBROKEN PACKAGES. 0 BASE CHAMFER 4. SIDE HINGED REMOVABLE FRONT LID EDGE 25. THE EXACT LOCATION OF ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE LANDSCAPE AND CIVIL DRAWINGS. 5, LOAD CENTER WITH MAIN I BREAKER FINISHED 26. PROVIDE A LL LAMPS, HANGER% CLIPS, SEISMIC SUPPORTS, LENSES, ETC. PER GRAD E CM ALL REQUIRED CODES FOR A COMPLETE LIGMNG FIXTURE. 6. UTILJTY LANDING LUG COMPARTMENT DESCRIPTION OF RE VISION DATE APPROVED 279 ALL LOW VOLTAGE ELECTRONIC SYSTEMS CONDUCTORS AND EQUIPMENT SHALL BE INSTALLED BY AN ELECTRONIC SYSTEMS CONTRACTOR WHO HOLDS A VALID C-7 LICENSE (COMMUNICATION). CABLE SPLICES IN UNDERGROUND PULL BE ARE ABSOLUTELY 7. LOAD CENTER COMPARTMENT, GASKETED DOOR WITH T-HANDLE, PADLOCKABLE. M1 I M1 T7 11 it LEI I L-zl I I iii CITY 01: RANC: C! CAM: GA NO U: PROHIBITED. 2& PROVIDE THE OWNER WITH ONE (1) SET OF COMPLETE, UP TO DATE, DATE " 8. LOAD CONDUIT FRom LOAD CENTER sEc"nON TO IRRIGA11ON CONTROLLER 64 0 6-#6 BARS VERTICALLY W/6-#3 TIES REPRODUCIBLE DRAWINGS AT THE COMPLETION OF THE PROJECT, SHOWING ACTUAL DEPTHS OF UNDERGROUND CONDUIT RUNS AT ALL LOCATIONS, ALL BROCHURES, OPERATING .03 M 03"O.C. AT TOP, THEN 06"O.C. HORIZONTALLY TRACT 18508 z [--Jj MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER To THE OWNER AT 9, SERVICE LINE CON: UIT 30 FROM UTILITY TRANSFORMER. WIRE SIZE PER NEC STANDARDS D PROJECT COMPLETION. FOR AMPERAGE LOAD. LMD IMPROVEMENT PL N Underground Service CONCRETE BASE 10. POURED CONCRETE BASE 250OPSI 028 DAYS. REINFORCED W/ 65-, #10X#10 WELDED W 25 08 00 PSI 2 DAYS ROW 2016 - 00047 Alert WIRE MESH INSTALLED AT MID POINT OF PAD. EXTEND CONCRETE 6" BEYOND OUTSIDE DIMENSION OF ENCLOSURE WITH Y2% SLOPE AWAY FOR DRAINAGE, ELECTRICAL DETAILS Call: TOLL FREE 11. STAINLESS STEEL ANCHOR BASE AND STAINLESS STEEL ANCHOR BOLTS INSTALLED DURING APPROVED BY: DATE: calziff&P 1-1-0,100 CONCRETE POUR AND CONDUIT PLACEMENT 3" CLEAR CITY ENGINEER RCE N 675 o. 14 422-41,33 T'� "I'YPICAL DESIGN i1c. Engiueering'lllc. Electrical Engscering &Consulting RECO� PD_ D 4:0&� 24" DiRAWN 8048 Palm five WE Highland. Ca. tu SHEET WO BEFORE YOU DIG ID T WORKING AYS P.M.M. 92346 909 8:64-0 22 3 L 18 -180F Fax 909 9640280 CHECKED J.J.R. jame s. corns @jcaeng. com RLA 'No. 2834 12/17/15 1338-:CC DI NO. SERVICE ELEVATION SCALE _1H WALKWAYL11(.j T BASE SCALE 4 N.T.S. N�T�S. DATE JOB NO.