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Home My WebLink About2025-L i DEVELOPER OWNER I-JANDSCAPE ARCHITECTURA PLANS FOR ETI EI� VEIV SIXTH TREE T 1 PANAITONI PANATTONI DEVELOPMENT COMPANY LLC 19600 FAIRCHILD - SUITE 285 IRVINE, CA 92612 DRCr (949) 474-7830 LANDSCAPE -MAINTENANCE B VICINITY MAP GENERAL NOTES SHEET INDEX 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. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD COVER SHEET L-1 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7TH. S BEET 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY IRRI GA TION PLAN L-2 DAMAGE INSURANCE AS REQUIRED BY LAW. PLANTING PLAN L-3 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. IRRIGATION DETAILS L-4 6TH ST ET 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. CONSTRUCTION AND PLANTING DETAILS L-5 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS > w w PROJECT SITE HAVE BEEN APPROVED BY THE CITY ENGINEER. IRRIGATION SPECIFICATIONS L—fi >> 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT CONSTRUCTION AND PLANTING SPECIFICATIONS L-7 V) z WIDE FLAT AREA AT THE TOE OF SLOPE. o w Q u > H 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT Q = _ ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL 4TH STREET CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER INTERSTAT1 10 COVERAGE. REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8w WIDE X 6" DEEP CONCRETE HEADERS VICINITY MAP BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8' WIDE X 6" DEEP CONCRETE HEADERS *� BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6' DEEP CONCRETE HEADERS NOT TO SCALE 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, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. CONSULTANTS MAINTENANCE RESPONSIBILITY MAP 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 INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. Cl VIL ENGINEER: * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. S B & O, INC, 9007 ARROW ROUTE, SUITE 120 RANCHO CUCAMONGA, CA 91730 CONTACT: DAVID WHITE (909) 948-3450 LANDSCAPE MAINTENANCE AREA LANDSCAPE QUANTITIES SHEETS L-2 & L-3 CUCA4 SIXTH STREET O �' Y O a I a TOTAL S.F. OF ALL AREAS: 1 ,6361 S.F. CITY W — — -- �?� TOTAL ACRES: .37 ACRES D ESC R I PTI O N OF REVISION DATE APPROVED: TOTAL LANDSCAPE AREA: 7,680 S.F. o j o CITY OF RANCHO CU CAM ON GA TOTAL HARDSCAPE AREA: 8,681 S.F. >'' MEDIAN LANDSCAPE N U SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. SIXTH STREET MEDIAN: DRC2002-00264 LAGERSTROEMIA INDICA 'RUBRA' 40 24" BOX COVER SHEET �Dscap _� � APPROVED BY: RCF.-ENVIRONS � '� 3418 F�� CITY ENGINEER RCE: 2 953 y n-+ DESIGN PLAN PREPARED BY: RE OM DED LANDSCAPE Signot re e4vli;�m8 ENVIRONS ARCHITECTURE 10/31,06 * DRAWN LANDSCAPE ARCHITECTURE SHEET 226 W.FOOTHILL BLVD.SUITE C * CLAREMONT,CA 91711 AN Renewal Date �P EKr- 226 W.FOOTHILL BLVD.SUITE C * CLAREMONT,CA 91711 L—1 OF PHONE&FAX (909)626-4663 PHONE&FAX (909)626-4663 CAI-\F CHECKED BRETT FRENCH R.L.A. NQ 3416 DRAWING NO. "3iGP DATE 10-31-00 FILE NO 2025--L PROJECT SHT. NO. OF J M PROPERLY LINEO - - - - _ - PROPERTY LINE F M TS _ F/H = C -J- ° " SIXTH STREET 0 V _L r C 1 f o0 2f o0 H _��g- - I - I - - I - 1 v4• 3/4 P r IP LI T T i T T l W 22* r ELEV. 1070.2 HIGHEST HEAD 1,421 S.F. A-2 1,552 S.F. A-3 Lu 11 Lu 27 27 4 r C r PROPERTY LINE - - - - r 1070 - - - - - - - - Rri- LIN5 - PROPERTY LNE PROPERTY LINE - L 'Lu _ 0 - I I Fos IOV I ° v ° v iI I NOTA: FOR GR,4DING AND DRAINAGIH INT-OR RATION, Srf=- CIVIL DUJI36, ELEV. 1066.9 Tar Li Tu f 1 �4 - _ _ _ 1 L4• - - - _ ]�1/4• - - - - - i I t - � - - - � � - - - - �. - .r.. - - - - - �0... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �' - - ... �. - - - �' - � - - - - - - - - - � ... - .. - - Ilm - - A-1 1,454 S.F. A-4 W � 27 1,598 S.F. I II'�6' PIPE SLEEVE 1,642 S.F. 2 Hill 27 zs I11 Hill ETw 4• WIRE SLEEVE z � SIXTH STX%J[2j II I1101644r w PROPERTY L=NE PROPERTY LNE POINT OF CONNECTION TO BE A 2" METER IRRIGATION NOTES PRESSURE CALCULATIONS PROVIDED BY C.V.W.D. IRRIGATION LEGEND H.G.L 1,240' 1. NEW WATER METER SIZE PER PLAN), AS PROVIDED BY CVWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE SC�AA STATIC PRESSURE 75 P.S.I. CONTRACTOR THE CUTORSHALL M ALLEY WATER DISTRICT MAKE ARRANGEMENT'S AND PAY ALL COSTS FOR TRICT FOR COSTS AND ITHE INSTALLATION PROCEDURES.O U NEW WATER META WATER METER # 1 SIZE 2" �- F •q,Q PEAK DEMAND 27 G.P.M. ELEVATION 1067' SYMBOL MFG. MODEL N0, AND DESCRIPTION RAD G.P.M. P.S.I. K. FRF 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), STATIC PRESSURE HIGH 75 PSI LOW 75 PSI �� 3416 y DOMESTIC POTABLE WATER METER FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL SOURCE OF INFORMATION RAYMOND RAINBIRD 1812 SERIES SAM-PRS-5'-Q-12" POP UP SPRAY 6' .37 30 PROVIDED BY C.V.W.D. COORDINATED EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE 13Y A PHONE NUMBER C.C.W.D. (909) 987-2591 Signature PAID FOR BY THE DEVELOPER. REPRESENTATIVE OF THE CITY. DATE OF INFORMATION 9-22-2004 � RAINBIRD 1812 SERIES SAM-PRS-8'-Q-12" POP UP SPRAY 8' .26 30 9 0 RAINBIRD 1812 SERIES SAM-PRS-B'-H-12' POP UP SPRAY 8' .52 30 10/31/06 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS- _2_ STAINLESS STEEL H.G.L MEAN ELEVATION 1240' REQUIRED IF STATIC PRESSURE UNKNOWN Renewal Date USE TYPE 'K' COPPER PIPE BETWEEN ( � O RAINBIRD 1$12 SERIES SAM-PRS-B'-VAN-12' POP UP SPRAY $' ,52 30 S` ENCLOSURE WITH LOCK, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. METER AND BACKFLOW PREVENTER. SCALE: 11 '9 = 20'-0" 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, EIC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY WATER METER RAINBIRD 1812 SERIES SAM-PRS-10'-H-12" POP UP SPRAY 10' .79 30 OF' ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE, AVOID ANY CONFLICTS BETWEEN THE SPRINKLER ELEVATION 1067' SYSTEM, WALLS, STREET LIGHTS, SIDEWALK. UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. 173 x 433 = 75 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF " � RAINBIRD LINE SIZE BALL VALVE BV-200-FP CONTRACTOR SHALL COORDINATE CONTROLLER ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. REMOTE CONTROL VALVE A-2 SIZE 1-1/2 PROGRAMMING WITH A REPRESENTATIVE OF THE MAXIMUM DEMAND 27 G.P.M. RAINBIRD EFB-CP-PRS-D SERIES ELECTRIC REMOTE CONTROL VALVE SIZE CITY AND CALSENSE. CONTACT CITY PUBLIC 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND AS NOTED ON PLAN WORKS INSPECTOR DEPARTMENT FOR CITY SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID ELEVATION OF HIGHEST HEAD 1070.2 Q MAINTENANCE REPRESENTATIVE AND CALSENSE AT UNDERGROUND FACILITIES. QUANTITY SIZE ITEM P.S.I. LOSS SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL " 2075 CORTE DEL NOGAL SUITE P OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE 2 WATER METER 1.fi ® DATA INDUSTRIAL 220P-FM-1258 - 1 1/4" FLOW METER INSTALL PER MFG. RECOMMENDATIONS TELCAR (619 4 -920092 COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 2" BACKFLOW DEVICE 9.0 TEL (619) 438-0525 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE 1 1/4" FLOW METER 3.18 ® FEBCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2' REDUCED PRESSURE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER 2' MASTER VALVE ,79 BACKFLOW PREVENTER IN A COAST GUARDSHACK, CGS-2 W/ LOCK. SYSTEM 13Y INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO As CITY TO PROVIDE PROPER COVERAGE ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 380' 2" MAINLINE 2.5 AA CALSENSE ET2000-8 (STATIONS)-LR/RR, W/TP1, TP110 AND LR DOME WALL MOUNT ELECTRIC DESCRIPTION 0 F REVISION DATE APPROVED: 9. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL 3 2" GATE VALVES ,02 CONTROLLER W/ CONTROLLER CABINET STRONG BOX MODEL NO. SB-24-SS/120V VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE INSTALL TERMINAL STRIPS IN CITY 0 F RANCHO C U C A M 0 N G A ENCLOSURE FOR IRRIGATION WIRING. 1 1/2" REMOTE CONTROL VALVE 3.7 2' WATER METER BY CVWD 10. IRRIGATION SYSTEM IS B165' 3/4' LATERAL LINE LOS 2.7 BASED UPON A MAXIMUM OF 3 INCHES of WATER PER WEEK (TURF) AND 2 INCHES OF WATER STATIC PRESSURE = 75 P.S.I. MEDIAN LANDSCAPE PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. 7 1 1/4" S LATERAL LINE LO .05 PEAK DEMAND = 27 GPM TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME 7_ " 11. THE SYSTEMA IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE FITTING LOSS R(10%) E LOS .76 RAINBIRD 33DNP W/ 33DK - QUICK COUPLER VALVE ® 150' O.C. MAX., W/ 4 KEYS TOTAL .10 SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE ELEVATION CHANGE +2' + .866 LATERALS SCH 40 PVC PIPE MINIMUM SIZE 3 WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE 4'. MINIMUM COVER 12" DRC2002-00264/ ATTENTION OF THE CITY. 12. AUTOMATIC CONTROLLER 'A" TO BE A CALSFNSE ET2000-8 (STATIONS) - LR (LOCAL RADIO) W/ TPI. TP110 AND LR DOME TOTAL SYSTEM LOSSES 25.266 " -' " -' " - MAINLINE SCH 40 1* 1/2" AND BELOW CLASS 315 PVC PIPE 2" AND ABOVE- SIZE AS NOTED ON PLAN INSTALLED WITHIN A STRONGBOX (SB) 24SS/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE - - MINIMUM COVER 18 IRRIGATION PLA N MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND PRESSURE REQ. ® HEAD 30.0 _ _ SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED, ATTACH COAXIAL CABLE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE ACTUAL LOCATION OF THE PER DETAIL ON SHEET L-4 APPROVED BY: DATE:�2LZ Lf- ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. TOTAL PRESSURE REQUIRED 55.26 CITY ENGINEER RCE: 24953 LOWEST STATIC PRESSURE AVAILABLE 75.0 WIRE SLEEVES SCH. 40 PVC MIN. COVER AS REQUIRED tl 13. THE CONTRACTOR SHALL. SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE DESIGN PLAN PREPARED BY: RECOMD POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, RESIDUAL WATER PRESSURE 19.74 myIRoNs ENVIRONS COORDINATED AND PAID FOR BY THE DEVELOPER 14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DRAWN LANDSCAPE ARCHITECTURE SHEE DESIGNATED ON THE PLANS. EVIF 226 W.FOOTHILL BLVD.SUITE C CLAREMONT,CA 91711 L- 2 OF 7 C C A yIONS5t NOTA: FOR IRRIGATION SFr=C I5ICA , v' 5 51455TS L-(o PHONE&FAX (909)626-4663 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS J�' CHECKED BRETT FRENCH -R.LA. NO 3416 DRAWING NO. ABOVE FINISHED GRADE EYIF DATE 10-31-00 _FILE No 2025-L PROJECT SHT. NO. OF m PROPERTY LINE 0 PROPERTY LINE: _ = Lu O F/H M �M O S TS = � F/H = - to F 191 ° v40 SIXTH STREET P4 M.41/ T-1 G-1 0 1100 2-1-00 WC lio i I. I 1. T- L I N\,- 7 r LU W INTERLOCKING PAVERS: 2-3/8" (60MM)ORION BRICK INSTALLED IN F LU BA81<ETWt=AVE PATTERN (COLOR BURST 2)1/3 RED, 1/3 OROU4, 1/3 E CHARCOAL,AS SUPPLIED BY PERMA-CONCRETE (MANUFACTURER. P PHONE: (909)683-1181,OR APPROVED EQUAL. BRICK MUST MATCH E ul EXISTING MEDIAN CONDITIONS. FOR ADDITIONAL INFORMATION AND F DIMENSIONS,SEE DETAIL G, SHEET L-5 E � � I ` O v E E 1 O 7 0 PR04='9=RTY L IN>: — — — — — — PROPERTY LINE — — — — T/J c �- PROPERTY LINE 1-- — — — — — — — — _ — _ _ _ _ _ _ _ PROPERTY LINE / -0- ;; 0 S to = I I I OV I i ° v I OU I I I I W I . . . . . . . • . . . . . . . . . . . . • . . . . . . . T 1 31 T -41 \—INT04-OCKING PAVERS: 2-3/8' (60MM)ORION BRICK, INSTALLED IN 13ASKET1EAYE PATTERN l (COLOR BURST 2) 1/3 RED 1/3 BROW 1/3 � � CHARCOAL, A8 SUPPLIED BY PERMA-CONCRETE (MANUFACTURER). � I PHONE: (909)653-1181,OR APPROVED EQUAL. BRICK MUST MATCH L EXISTING MEDIAN CONDITIONS. FOR ADDITIONAL INFORMATION AND DIMENSIONS,SE:1= DETAIL G, &HEFT L-5 I NOTE: FOR GRADING AND DRAINAGE MORi"ATION, 51HE CIVIL DU66. UL Z :4 SIXTH STREET �— p1✓ 81Gt^+T I or- U E3 A' PROPERTY LINE PROPERTY LINT: — — — — PLANTING NOTES PLANT LEGEND L CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT tt;eE5 N SCAPF INSTALLATION PER PLANS AND SPECIFICATION& CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SY1"EM 134TANICAL NAME COMMON NAME SIZE QTY COhR`1ENTs `'�� 3418�RFtip IRS-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHiCM ARE NOT INSTALLED PER PLAN AND SPECIFICATION. � y J � 2. CONTRACTOR&HALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION,PLANT PIT REQUIREMENTS, T-1 LAGERSTROE IA INDICA 'RUBRA' CRAPE MYRTLE 24' BOX 40 STANDARD STAKING AND BACK(=ILL REQUIREMENT& (DECIDUOUS FLOWERING ACCENT TREE) 20 O.0 Sgnot e STAGGERED AS * 10/31/06 3. CONTRACTOR&HALL FAMILIARIZE MIMSEIF/HER5ELF WITH ALL UNDERCAROUND UTILITIES,PIPES, STRUCTURES, ETC. AND SWOL N ON PLANS Renewal Date SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/FF—PLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID (NOTE= CITY INSPECTOR TO APPROVE TREES B1=TFOSS PLANTING) UNDEFWARjOUND FACILITIES. SCALE: 1 " = 20'-0" '9 � OF- Cg-\F 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITW THE INSTALLATION OF THE SPRINKLER %41RUM SYSTEM HAVE BEEN COMPLETED AND TESTED,FINAL GRADES HAVE MEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. SYME3 L 50TANICAL COMMON SIZE QTY COMMENTS 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR t0 INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. O 8-1 NANDINA DOMEBTICA 'NANA' DWARF 5 GAL 386 24" OAC. HEAVENLY BAMBOO 6. CONTRACTOR 18 RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK THAT 18 A DIRECT RESULT OF THE: LANDSCAPE: CONSTRICTION AND/OR HIS SUB-CONTRACTOR REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. CAOUND COVER 1. QUANTITIES &I OLUN ON THE LEOEM ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLANT MATERIALS SYMBOL. 50TANICAL COMMON SIZE SPACING QTY INSTALLED SHALL BE GOVERNED BY Tl-4E INDICATED PLANT SPAGINes REQUIRED. DESCRIPTION 0 F REVISION �� AP R�ED: 8 lu-IEJ�IEVER BHRUBK�daOUNDCOVER ACAS ME ADJACENT t0 TURF ARAB OR PUBLIC LANDSCAPEARE:A�B ACRE Crt-1 fiRACI-IELOSPER1�IlJM JASMINOIDEB SCAR JASMINE: 1 GAL. � -AR SPACE 1,808 ADJACENT TO PRIVATE LANDSCAPE: AREAS, A CONCRETE HEADER IS REQUIRED,PURSUANT TO CITY STANDARDS AND 24' O.C. DETAILS HEREON. CITY OF RANCHO C U C A M O N G A 9. CLEAN-UP SHALL TAKE: PLACE ON A DAILY OASIS. UNLESS OT WERWISE: APPROVED BY THE CITY. MEDIAN LANDSCAPE 10' GAIAN�tlEs SHALL BE BSOIL ASED AMENDMENTS SOI SHALSTARE FOR DE:NDA�TIONO (SEE SES �CIFI"AiCAB SPECAMNOMENT IFICATIONS). ROTOTI'L THE TYPES�D SOIL 5��'S �'EGEND SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. A lMsIDMETNTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ.FT. TREES DRC2002-00264 4 CY.NITROGEN STABILIZED SAWDUST n° LBO.GYPSUM 401 TREE Q'y' 'g' SPRUB Orr. PLANTING PLAN 125 LEO GRO-POWER PLUS. T-1 TREE SYMBOL &-t SHt� SYMBOL 11. LAND8CAPE AREAS SHALL RECEIVE: 4' LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRIJB6, AND BLEND APPROVED BY: DATE: � INTO EDGES At GROUNDCOVER AREAS,PURSUANT TO CITY STANDAR08 AND DETAILS HEREON. GRADING CITY ENGINEER RCE: 241T53 OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCMAbE AND PLACEMENT. SPECIFY WOOD CHIP MLC44 03, DESIGN PLAN PREPARED BY. RECOMME D AVAILABLE PROM: NOTE: FOR PLANTING 6FECIFICATIONS, SEE SHEET L-1 ENVIRONS ENVIRONS P .- ARTESIA SAWDUST DRAWN LANDSCAPE ARCHITECTURE SHEET 13434 ONTARIO AVE:. ONTARIO,CA 91161 226 W.FOOTHILL BLVD.SUITE C ' CLAREMONT,CA 91711 L- 3 OF F14ONS (eOW'347-5#W3 PHONE&FAX (909)626-4663 FAX(909)923-'1208 CHECKED BRETT FRENCH -R.L.A. No 3418 DRAWING NO. 8KF DATE 10-31-00 FlLE NO 2025—L PROJECT SHT. NO. OF POP-UP SPRAY HEAD BOD 8' - 12" DIAMETER CLEAR SET TO i/4' ABOVE FINISH GRADE OF SOIL, MULCH PER CITY STANDARD, TAPER FINISH SOIL GRADE g v� AWAY FROM HEAD G� / "SNAP ' WATERPROOF CONNECTOR OR EQUAL ? ROUND PLASTIC VALVE BOX It o WIRE SERVICE LOOP (LOOP w COVER ETCHED "IRRIGATION GATE' ENOUGH WIRE TO EXTEND WIRE Z (CARSON OR EQUAL) BUNDLE 8 ABOVE GRADE) - !R FINISH GRADE SPLICE BOX LOCKING TOPETCHTH ED I S.B." z - - - AT GRADE IN LAWN AREAS BALL VALVE - I " gRSS �D 3 IN PLANTER BEDS INL�S I- I Z I RESWENT WEDGE - 2" OR LARGER WITH TT CLEAN BACKFILL - SEE 2 GATE VALVE 2" OPERATING NUT : SPECS. FOR MATERIAL I EPDXY N I- 90K COMPACTION REQUIRED IN I COATED = = SCH 80 PVC NIPPLE _ VALVE III (MINIMUM 2" LONG) a0 Z NON-PRESSURE LATERAL LINE, • = SCH. 40 SNAKE PIPE IN 12 X 18 GREEN PLASTIC METER TRENCH SCH 80 NIPPLE - 8' LONG SIGH 40 PVC • BOX. CARSON OR EQUAL 3• 3 = - T X T 90' ELL aD I I _ n _ - PRESSURE SUPPLY UNE MARLEX 90' STREET ELL -I .............::... II- SCH. 40/CL 315 SNAKE PIPE IN TRENCH ... . _ .. . I _=I '.'.''''''''' .N CONTROL WIRES BUNDLE MARLD( 90r ELL AND TAPE AT 16 O.C. AND INSTALL ADJACENT TO LATERAL�NG I b 4 - - - RE PRESSURE SUPPLY UNE - , NON-PRESSURE LATERAL UNE PROVIDE 8" MIN. OF SAND 24 VOLT WIRES. TAPED AND I BEDDING AND SHADING BUNDLED AT 15 FT. INTERVALS 3/4" WASHED CRUSHED 2 CU. FT. PEA GRAVEL AGGREGATE BASE NOTE: NOTES: 1. LOCATE HEAD 2' TO 8' FROM WALKS, CURBS, HARDSCAPING. MOW STRIPS, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE-- AND EDGES OF LAWN. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. PRESSURE SUPPLY UNE: 2 1/2' AND SMALLER 18' MIN. DEPTH COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3' AND LARGER 24" MIN. DEPTH 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 8. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND a I VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED�ri STANDARD PLAN STANDARD PLAN APPROVED DYI STANDARD PLAM ,�APPROVED >In VALVE STANDARD PLAN TYPICAL TRENCHING S32 POP-UP SHRUB SPRAY HEAD 539 24 VOLT SPLICE BOX 540 - 3" or smaller 51B J �ENS DA USE WITH STANDARD SPWAFICAT O O FOR PUTRID WORKS CONSIRUCRON CITY ENSDAER DA I U WITH STANDARD SPECOMATIONS FOR PUDIJC WORKS CONSTRUCOON �ENS DA USL WITH STMCAN SPECEMATIONS FOR PUBW WORKS CONSTRUGOON OF 1 CITY ENW EF.R DA USE WITH STANDARD SPENKATIONS FOR PIMA WOW CON11TRUCTIWI S�1 OF I SHEET L DT 1 z E R.0SHEET I[F 1 SHEET I z R-CE 24953 i-IARDSCAPING(SEE NOTE 4) COAST GUARD SHACK /-ASSEMBLY �--BACKFLOW PREVENTER . ..., ,.. •.T. - I v ENCLOSURE.MODEL CGS- / NSPPLE LT j. TYPICAL ;• � .S. �.' ;..' i (4)PLACES ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR WHIG ETCHED "QC" (CARSON OR EQUAL) HARDSCAPING BLUE -III-I I I-I I FINISH GRADE ° 8' M . NIPPLE IN AT GRADE IN TURF AREAS C4 I� IN. 3 IN NON-TURF AREAS 18" Wx MACK PRESSURE CONCRE0"THICK TE PAD(12* LENGTH WATERPROOF CONNECTOR REGULATOR VARIES PER SIZE/ CLEAN BACKFILL-SEE SEE LEGEND - BRASS WYE _ i•r::s'T► IRRIGATION CONTROLLER z MANUFACTURER)SLOPE TO z -II SPECS.FOR MATERIAL - ►:4 _- -I I 9()%COMPACTION REQUIRED - PIG TAIL EXPANSION FOR NO D 60 MESH �,: x STRAINER WITH - _ LOOP MIN.24 LONG MONEL SCREEN DRAIN AT MINIMUM G -III- I I- I _�-- PLASTIC VALVE BOX (CARSON OR 12' � /� � ( ) FINISH GRADE I-I I PROVIDE 6"MiN OF SAND LOCKIEQUANG LID. PLACE AT GRADE IWITH PLASTIC SN -_ BEDDING AND SHADDING 33 DNP QUICK - WATERPROOF ALL - •:`° ••.. UNION •. / _SLEEVE w`'Ini PURPLE I PLANT BEDS AND 3• ABOVE IN WIRE CONNECTIONS x x TI '>• • wj:' ° F- PIPE UTHRCUGH (-I . . . . . . . . . . . . ." . . . . I RUBBER CAP PIG TAIL EXPANSION x x - CONCRETE PAD = LOOP (MIN.24 LONG) g - I - STAINLESS STEEL NIPPLE-TYPICAL SCREW CLAMP • =I I FROM WATER SOURCE I I (2)PLACES z MINIMUM (3) PLACES SCOTCH LOK EPDXY FILLED x _ - CONNECTORS FOR ALL FLOW T�� _ -_ CGNTROL\VIRE SLEEVE- • SCH 40- (-I I I SIZE PER PLAN INSTALL 3 4 WASHED SEN90R WIRE coNNECTIONS. x x x ( 110N) : -1 I�I I rI{I- -90%COMPACTION m ADAPTOR C MALE �.. :. INSTALL SCOTCH LOKS 1 L1 ADJACENT TO PRESSURE lo CRUSHED I I REQUIRED , I '> '. ►: ':i ' :'i' IMMEDIATELY AFTER _ _ AGGREGATE BASE • a BLUE I I- -III I 41__11 SUPPLY LINE : y m :'•c:fid:. INSTALLING FLOW METER. F 14 � s:Y • .f: ]c.. .l Y. .1.�. WIRES _ _ . . . . w.:'''�:''� ' .y. ' I�i':4'�:i , • °A IOMETER'_ LINE TO SYSTEMS PRESSURE SUPPLY LINE SCH 4o BRASS NIPPLE RED SLEEVE-SIZE TWICE DIAMETER OF PRESSURE 24' LONG BRASS NIPPLE W '' VALVE ELBOW I I� SUPPLY LINE �� MASTER CONTROL t RIGID PIPE AND RELATED FITTINGS SHALL BE PER TYPICAL 4 PLACES 6"EYP. l FLAW ME 3/4• WASHED CRUSHED CUCAMONGA COUNTY WATER DISTRICT STANDARDS. ( ) NON-PRESSURE LATERAL SAME AS FLOW TO A CONSTRUCTION. '• MAINLINE DIAMETER AZ�GAT BE OF CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO _SNE SLEEVE-SIZE TWICE MEQ Sff 9' IN FLOW METER AND NOTES: DIAMETER OF NON-PRESSURE VALVE BOX 1. INSTALL PER LOCAL CODES. MAINLINE DIAMETER _ATERAL LINE o SAME AS FLAW 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24"FROM ANY SCH 40 BRASS 90 ELL METER SZE MINIMUM DISTANCE DOWNSTREAM OF STRUCTURES OR HARDSCAPING. NOTES: o UNINTERRUPTED PIPE (5X DIAMETER S. WHEN UNIT 1S NEXT t0 A STRUCTURE(IE WALL,BUILDING,ETC.) 1.ALL SLEEVES TO BE SCH 40 PVC, SCH 80 PVC 90" SCH 40 BRASS 90 OF FLOW METER SIZE) 2.EXTEND ALL SLEEVES 12"BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL STREET ELL MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3.ROUTE SLEEVING AROUND HANDK:AP RAMPS. 4. ORIENT UNIT PARALLEL TO STREET. PRESSURE SUPPLY 4 REBAR STAKE IN MULTIPLE FLOW METER/ M.V. 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY UNE FITTING 24' LONG MINIMUM UNINTERRUPTED UP OX OF INSTALLATIONS MAXIMIZE THE 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. STD.NO.120(24"MIN.TO 38"MAX DEPTH TO TOP OF PIPE BELOW ) DIAMETER T3RIRU F F PIPE I�TEX DISTANCE FROM THE 'TEE" TO 8. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF STRUCTURAL SECTION). PRESSURE SUPPLY UNE DIAME113� OF FLOW METER SIZE) EACH FLOW METER TO MINIMIZE N DISIMILAR METALS. 5.MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. TURBULENCE 7. VALVE PER STD.518 REQUIRED BEFORE BACKFLOW PREVENTER I 8.USSEMXIIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER E. N0� NOTES I• DWHEN MAINLINE 13 3"OR LARGER. 1. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 8. IF A PRESSURE REGULATOR 13 REQUIRED,IT SHALL TO BE INSTALLED ON THE INLET SIDE OF BACKFLOW LOOP. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRGVED SM STANDARD PINI I:APPROVED SYS STANDARB PLAN m APPROVES SYS STANDARD PIAN cr E'ROVED BY: TYPICAL SLEEVING OMW QUICK COUPLING VALVE 536 FLOW METER INSTALLATION 516 o REDUCED PRESSURE ST'�DARD�N _ BACKFLOW PREVENTER 517 K G CITY E t7NGINEFR DA I=WITH STANDARD SE'EWCATIONS FOR PUR M WORKS mora nom �i I UF 1 D EINGDNEER DATE WIRH STANDARD DF!�FTCATl0I0 FDR FVHLLO WORKS CONSIRUCTIWI SHEET i OF I g w MY ENGINEER DATE LEE VMSTIV�SPEGFICATLDNSP RPUBLICVYORKSOONSmrnON SHEET 1 OF t ICITV a USE WITH STANOAFID SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. I t STAND ALONE CONTROLLER WITH ANTENNA 24" STRONG; SSB•-2 MODEL� S SPRINKLER - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 ELLS �E LR DOME ANII]VNA PORT � SCH 40 PVC MALE ADAPTOR o arRSCK. F SCH 80 PVC UNION "SNAP-TETE" WATERPROOF �� LOCATED OU DE OF BOX. PVC NIPPLE CONNECTORS OR EQUAL �� 3418 INSTALLATION OCAflON PER CITY AN CALSENSE COAXIAL CABLE NOM ELECTRIC CONTROL VALVE REPRESENTATIVE ENCLOSURE TO BE GROUNDED PER LOCAL CODE GROUND ROD TO BE PLASTIC VALVE BOX (CARSON CAL-SENSE CONTROLLER INSTALLED INSIDE ENCLOSURE. ON g MODEL NO. PER PLANS .� CONTROLLER SIDE, Z IREQUAL). MARKED WITH Signature IRRIGATION HCV" AND CALSt7dSE 1P110 w ETCHED WITI4 CONTROLLER * 10/31/08 CALSENSE HARNESS z � �DMIN VALVE SEQUENCE 'RCI Renewal Date \P 120 VOLT DUPLEX m FINISH II I I `,•I OUTLET (GFCI). NON-SNATCHED 7S• I / CAL.SENSE TP-11 BOARD GSE II I I CONTROLLER TO BE WIRED 11YY 'HOT', 3'-LS' X 3'-V X s' CONCRETE MIN. I I I I FFOTUN(i INSG4LL A MINIMUM OF TERMINAL STRIPS R 3 ABOVE GRADE AND SLOPE SIDEWALK MATCH CONTROLLER + I + ": .� TOP TO DRAIN AT MNIMUM OF 2;L z NO OPEN ELECTRICAL WIRING SIZE 3 MOUNT AREA.SHALL BE IN �� FIELD WIRES °Dqm N cMMON wIRF/coNTROI- xus IN REVISED IRRIGATION PLAN ALL CONNECTIONg SHALL SCH.40 CONDUIT ? 3" PIG TAIL^ LOOP (MIN.PANSION 24' LONG) CITY TDOOR TTYYPe CCO NEEc-nOisi& 12NDURT ER L C OO DE i 90° SWEEP EILL 8" Z `- ( BRASS ANGLE FI-OW ` VALVE W UNION DESCRIPTION OF REVISIONDATE APPROVED: ENCLOSURE MOUNT TO PowE SIDE OF CABINET (TYP.) / • ,8• f° 3 3/4" WASHED CITY O F RANCHO CUCAMONGA NOTES: ANT 1 ANTENNA PORT EPDXY _ CRUSHED AGGREGATE z HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED 001l��11SSIIDE aF SCH 80 PVC NIPPLE 1. INSTALL OCCONTROLLERITO PER MFR PRINTED INSTRUCTIONS AND PER LOCAL PID•ro ELECTRIC SWITCH FOR ��Y ® BOX. INSTALLATION/LOCATION m CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR LIGHT CONTROL AS REQUIRED PER ® PFR CITY AND CALCENSE REP. PRIOR TO CONSTRUCTION. PLAN, MEDIA LANDSCAPE SCH 80 PVC UNION 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN I CONTROL & COMMON WIRD SEQUENCE OF REMOTE CONTROL VALYL MIS I scE SIXTH STREET B E TWE E N HAVEN AVE. & UTICA AVE. CALSENSE CONTROLLER MODEL PER PLANS. 3. RUN ONE EXTRA WIRE ANCOLOR: ORANGE TO FARTHEST R EACH REFERCO7CI CONTROLLER DRC2002-00264 BRCH OF 111E MAINLINE FOR FUTURE USE PIGTAIL EACH 04 ORANGE INSTALLATION 5711 WIRE AT THE ENCLOSURE 4, ICOMMMONN WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK SECURITY RILED PER FINISH BRASS NIPPLE IRRIGATION DETAILS 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE GRADE I I I I I I Ir GROUND ROD SCH 80 PVC SXSXT TEE PRESSURE SUPPLY UNE CONTROL VALVES. 2"SCH 40 CON Iw1T 11 I I I I - FOR SECURITY LIGHT MIN. NOTES: APPROVED BY: DATE:_ 8. DOME ANTENNA PORT TO BE CONNEC TO LOCAL RADIO WIItINQ I I I I I I ?�, 120 VOLT WIRE IN RIGID 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. CITY ENGINEER RCE: 24953 YE AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3 " '+ 'L+ LOCAL�)R � 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. r, EEM PRIOR TO AOCEPTANCE `+ " >I+ 'I 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DESIGN PLAN PREPARED BY: RECOMMENDED 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND mvl'Wqg ENVIRONS VALVE NUMBER TO WIRE INSIDE VALVE BOX. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA DRAWN LANDSCAPE ARCHITECTURE SHEET "PPE°DY' STANDAU KM ^A DV�" CONTROLLER NT R 0 LLE R ENCLOSURE STANDA0 PLAN I A' BY, REMOTE CONTROL VALVE WITH STANDARD"'w $SCP 226 W.FOOTHILL BLVD.SUITE C ' CLAREMONT,CA 91711 L- L� OF 7 CONTROLLER ASSEMBLY PHONE�FAX (909)626-466] INSTALLATION - TYPE A 524 I ' _ - TYPE A 522 r SHUT-OFF VALVE & UNION 620 CHECKED BRITT FRENCH 6-4663R.LA N(� 3418 DRAWING No. L a EN 2GO x D1► UW WITH SCA MW SPET:f UTIONS FUR F'USLIO WORKS CONSI%RCOON SHEET I [F I {-� �E 3 � USE*m xmNDARD SPF�IFTG n"FDR PUBLIC WORKS GOPgT=rm �I RF 1 � my E DA UM WM�aM TIONS FDR F9"WORKS CONSTRUCTION �I�I �� 10-31-00 J i DATE FILE NO 2025-L PROJECT SHT. NO. OF NOTES: t. REMOVE NURSERY STAKES NOTES: 1. SLOPE IN TURF AREAS: 2 STAKES BE PLUMB AND a BETWMN CURB MD SIDEWALK/TRAIL - 2X r 3. STTOAKE TRELI PERPMD. CU� b. B IND SIDEWALK L - 2X TO 5:1 MAX. n (1) CCASI0NAL OPE VARIATIONS OF UP TO 4:1 WILL BE ` N PERMITTED IN LOCALIZED AREAS WLTN CITY ENGINEER'S APPROVAL l 2 SLOPES IN SHRUB/GROUND COVER AREAS: ^ v r E a. BETWEEN CURB AICD SIDEWALK/TRAIL - 2X ` n v b. IND SIDEWALKS/LIRSL - 2X MIN. TO &I MAX. l �\ W MANUFACTURER'S ,)'OCCASIONAL OPE VARIATIONS CIT aF UP ,O Z;1 WILL BE PERMITTTD IN LOCALIZED AREAS 1M1N CITY ENGINEER'S APP7VAL. PROVIDED v s THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED t IN VERTICAL HEIGHT. TOP BE PLACED AS INTERLOCKING PAVING STONES 3 BBY CASE BASFROM S o WILL EQUCIRRE�APAPROVALBE OF THE CONSIDERED ENGINEER. DEPRESSED v DEPRES COMPACTED 3' BERM TO FORM TRIJ nK TO %", DEPRESSED PXITED BASIN. LOWAS POSSIBLE ONR THE FLEXING OF THE TREE BUT TOP OF STAKES BELOW TOP OF TO u 4' WOOD CHIP MULCH. NOT 90 LOW AS TO LOSE HEAD OF TREE WHERE EXTEND Y ABWE NO WOOD CHIP MULCH SHOULD BE SUPPORT OR alAW SPECIES GROWTH HABIT PERMITS. FINISH GRADE PLACED OR ALLOWED TO ROAN THE HEAD TO DROP. (2) SETS TRUNK 1 - GENERAL OVER THE RooTaALI. APART.AA1T pi CINCH H�V/NIS 24- 1 GRADE SCREWS TO Ir LODGE POLES. RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS 12. MAx r DUL LODGE POLE PINE STAKES A. Preparation of sub-base DTIV wood MINIMUMPRESOF STAN. ION 0. Instalk�tion of twee materials. � DRIVE RSD ILAND RILL C. A;*Icotfon of #oil sterilant. ARBOR OUARD C+/p ROOT BALL FRONT YARDS. IN TUI AREAS AND 1.2 SUBMITTALS " " \ �O COVER PLANT PIT ro BE TIMES THE ABOVE EFlNISH GRAM EXTEND r A. to accordance with section entitled Shop Drawings, Product Data and Samples 3• TIGHTLY COMPACTED 3' BERM TO FORM �. Me WIDTH OF THE BN1. WATERING BASIN FOR RESIDENTIAL AND Two sompl�ts of paving stones shop be submitted to the City of Rancho Cucamonga ��RF 5;f "�, OUTSIDE PUBLIC R.O.W. GROUND COYER INSTALLATIONS. LOCATE {e ` h(�( - OUTSIDE OF PLANT PIT. BUM IN TURF to indica colors to be supplied on this job. Colors to be selected from mc•Tu- _ ACCEPT�E REMOVED PRIOR TO dTM facturers avoiloble Paving stone colors. Paver color to be approved by the _ \ NATIVE B40KFlLL WITH NQ City Engitser andtity Planner. TURF, SHRUB AND GROUND COVER 2X--"(. ROCKS GREATIER THAN 3 1.3 PRODUCT HANOUNG DIAMETER. A. Paving stones shall be delivered and unloaded at jobsite on pallets and bound in WITHIN PUBLIC RIGHT-OF-WAY UNDIS•IUM30 NATIVE SOIL such a manner that no damage occurs to the product during hauling, handling (SEE NOTES HEREON) ROOF , NATIVE BACKFILL WITH NO or unloading at the jobsite. NOTES:uNTMIOLE MATTED ROOTSBY LOOSENINGAL1 ROOMAr EWEROCKS GREATER THAN a DIA. OF ROOT BALL DO NOT CRACK ROOT BALL Part 2 - PRODUCT INFORMATION v NATIVE SOIL UNDISTURBED All interlocking concrete paving stones shall be in accordance with the 731TWICE patterns as shown on these plans where designated. These products shall be `i Roar BAu WIDTH supplied by: Perms Concrete, 12490 Day Street, Moreno valley. CA 92388, CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA DOUBLE STAKED TREE ST PLAN Phone: (951) 659-1187 I APP�mvED�" �`'"�PLAN � � �10 CONTAINER PLANTING � PLAN 5 GAL - 24" BOX 502 "TERLkS _ ALLOWABLE GRADES 541 506 CM ENMN ER DA UN WRH MUM"SPW3FMTT0N5 FOR PU"WGRO CONSTRUCTION �CITY ENGIIIEER DA USt WTIH STANDARD SPFGRlChTpNf FOR PUBLIC WORKS CONSIRUCUON �yj CITY E NIMNEI R DA UN WITH STANDARD 1TKMA FOR PLUM wow CONSTidlCU011 SHEET I ff 1 A. All Interlocking concrete paving stones shall conform to the following specifications. F 24953 SHEET 1 ff 1 RCE SIfET 1 IF 1 RCE 24953 1. Pavers shall have a minimum compressive strength of 8.000 PSI in UVJ accordance with testing procedures ASTM C-140. 2. Materiois used to manufacture interlocking concrete paving stones shall m conform to the following. a. Cement - ASTM C--150 (Portland Cement) Y b. Aggregates - ASTM C-33 (washed, graded sand and rock. no expanded 7 o shale or lightweight a99regates). 6" , 2'-8" 3. Size. shops. design and colors shall be in accordance with details as .noted 9 on plans. r 4' OF COMPACTED WOOD CHIP 8. SAND tAYW COURSE - Should be a clean washed sand with 100X 0 MULCH. passing a No. 4 sieve sire and a maximum of 3X passing a No. 200 sieve 2% HHAAI;DBS�uGTT(CONCRETE ELx SER' FINISH SOIL GRADE size; this is commonly known as concrete sand. 6 CON`S HEADER - lir RADIUS . . .�w. , EXPOSED EDGES AND FINISH PER PLAN 1. Thickness of sand laying course should be uniform to insure an even surface. 1' IN LAWN (INSTALL AT GRADE LEVEL AT SWALE The deet ned thickness should be 1' min., 2" max. � i- -i ` • 12• 2 IN PLANT BED CROSSINGS 2. The sand laying course should be the responsibility of the paving stone =;I ___ -fi,'�?Tr�TT?=Tn__ Tr _ _ °� OR ° FINISH GRADE Installer. - • • !- 1E, I-� I�4 i�_ I; I I i�l �} f r SEE NOTE 2 -' 3 - INSTALLATION OF INTERLOCKING CONCRETE PAVING STONES -_ 3 Pavers shall be clean and free of foreign materials before installation. ' 3 RE-BAR coNnNuous 2 4 SHOVEL CUT EDGE COMPACTED f3RE(UNLESS GTHTxwISE fNSMRUCTED) Installation ould start from a corner or straight edge and proceed forward over the - undisturbed sand laying course. Paving work shall be plumb, level and true to line and grade; shall be installed proper)y,, coincide and align with adjacent work and elevations. (AIL edges must be retained LEGEND: to "cure the perimeter stones and the sand laying course). 1. INTERLOCKING CONCRETE PAVERS PER SPECS. NOTM A. Paving stones should be installed hand tight and level on the undisturbed sand „ „ 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL laying courts. Stein tines should be used to hold pattern tines true. 2. SAND BEDDING COURSE (1 MIN., 2 MAX.) SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL S. A oiler Vi gig( 3. 4" CONCRETE BASE 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND �,..,,., � �,� or should be Used to compact the stones and t0 INTO EDGES AT GROUND COVER AREAS. NOTES: vibrate the sand up Into the joEnts between the stones. 4. CONPACTED SUBGRADE 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 1. PROVIDE SCORE JOINTS AT 10'-0* O.C. AND 3/8• EXPANSION C. Concrete sand should be spread over the Installed paving stones so that It 5. CURB 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT JOINTS AT 20'-0" O.C. may be knted into the joints between the stones. TO REMAIN THERE. 2. 8• WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT 'To CITY- 6. ASPHALT CONCRETE PAVING MAINTAINED TURF. D. Exce" sand should be swept into the joints or disposed of from the surface area. 7, 6" CONCRETE HEADER PER CITY STANDARD 534 3. CONCRETE TO BE 520-C-2500 MIN. E. The completed paving stone installation should be washed down and Cleaned t0 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, provide a clean finised workmanlike installation. 9. MULCH PER CITY STANDARD 509 AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. 10. FINISH GRADE Cutting of paving stones can be done with either a double bladed breaker or a masonry m sow. However, when cutting is requked in roadways or precision designed areas o 774, N masonry saw is recommended. CITY OF RANCHO CUCAMONGA, CALIFORNIA I CITY OF RANCHO CUCAMONGA, CALIFORNIA APPWVU NWM TrMDARIII 1,1 MULCH INSTALLATION �� PT�w n s„ CONCRETE HEADER PIAN _ _ 534 G MITE EN W*Dt DA UM WITH STANDARD SPET:IFICATlM FOR PUBLIC WORKS 00t15i111ICT10N V R�cTE ENS DA USE WITH SGVIOARC SP1 1TK1N.FOR PU91C WORM COIpTRLICTION SHEET I ff 1 SHEET S ff 1 L J PERMA CONCRETE 12490 DAY STREET MORENO VALLEY, CA 92388 N gVSCAPL- PHONE (951) 653-1187 Yv�� K. FAX (951) 761-3002 �� 3418 �y -A J ONE HALF OF SPACING Sig. to LIMIT OF PLANTER AREA REQUIREMENT * 10/31/08 Renewal Date Q -9� OF t;AL�F REVISED DETAIL SHEET 2'_8' EGUAL EQUAL 2'-$ ITHEWDISTAMCE DESCRIPTI0N 0F REVISION DATE APPVED: DISTANCE EQUAL TO EQUAL TO THEON CENTIER SPACINENTER SPACING It1 INTERLOCKING PAVERS OF SPECIFIED SHRUPECIFIED SHRUB 2X NLN• 2x µ (SEE DETAIL THIS SHEET) CITY OF RANCHO CUCAMONGA 4 - frZ0� X IXC I 20 2X �£p CURB SPACINGDISTANCEEQUAL OF SPECIFIED SHRUB.THE ON CENTER UNLESS SPECIAL CASE AS DESCRIBED 7L] =1;6i t I IN NOTE 4. BELOW. MEDIAN LANDSCAPE --- CONCRETE HEADER PER CITY STD. 534 NOTE: SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON DRC2002-00264 FINISH GRADE PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 2. WHERE PLANTED ADJACENT WALLS, WALKS, CURBS OR CONSTRUCTION 8c PLANTING DETAILS SIMILAR IJMITATIONS, ALL SHRUBS AN UBS D GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING NOTE: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. LANDSCAPE AREAS SHALL RECELYE 4" OF WOOD CHIP UULCH PER DETAIL 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES APPROVED BY: � DATE' THIS SHEET. GRADING OPERATIONS 5HLALL ACCOMMODATE THE MULCH. OF PLANT E TERIALS�ESTIMATES PLANT QUANTITIES INDICATED ON THE ._ 40 LEGEND ARE tSTIMATISS ONLY. CITY ENGINEER RCE: 24953 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL. TO DESIGN PLAN PREPARED BY: RECOMMENDED SIDEWALK. AFTER APPROVAL OF CIN INSPECTOR. ENVIRONS >=NvlRo�ts -PV CITY OF RANCHO CUCAMONGA, CALIFORNIA DRAWN LANDSCAPE ARCHITECTURE SHEET m APPWVEO BY1 SHRUB AND GROUND COYER 226 W.FOOTHILL BLVD.SUITE C • CLAREMONT,CA 91711 L- 5 OF 7 _ SPACING 508 PHONE&FAX (909)626-4663 H E aTY ENEGM ER DA UN Wrni STANDARD SPECFICATIONS FVR PUaC WORK!C0IBLT1Eu0 M SHEET I �I CHECKED BRETT FRENCH DRAWING NO. R.L.A. NO 3418 acE: t DATE 10-31-00 FILE NO 2025-L PROJECT SHT. NO. OF SPRINKLER UUUGAT10N SPECIFICATIONS PART 1 -GENERAL 3.Provide the amount of cost savings if the substituted item is approved. L.Electric Control Valves: 5.On PVC to metal connections,the Contractor shall work the metal connections fust. Teflon tape or approved equal,shall be used on all threaded PVC to PVC,and on all threaded PVC to metal joints. Light wrench pressure is all that is required. Where threaded PVC connections are required, 1.01 DESCRIPTION B.The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal to the 1.All electric control valves shall be the same size and type shown on the Drawings. use threaded PVC adapters into which the pipe may be solvent welded. equipment and materials listed on the Drawings and Specifications. A.Scope of Work: Provide all labor,materials,transportation,and services necessary to furnish and install the Irrigation System as shown on the 2.All electric control valves shall have a manual flow adjustment. E.Line Clearance: Drawings and described herein. 1.06 GUARANTEE 3.Provide and install one control valve box for each electric control valve. 1. All lines shall have a minimum clearance of six(6)inches from each other and twelve (I 2)inches from lines of other trades,with the exception B.Standards: All work and materials shall comply with governing codes,safety orders,standards,and regulations,and meet the minimum A.The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary of the control wire sleeve(s)which shall be installed adjacent to pressure supply line. Parallel lines shall not be installed directly over one another. requirements of the Standard Specifications For Public Works Construction(Green Book)latest edition. Conditions of these Specifications shall be filed with the City prior to acceptance of the irrigation system M.Control Valve Boxes: F.Automatic Controller Assembly: 1.02 QUALITY ASSURANCE&REQUIREMENTS B.A copy of the Guarantee form shall be included in the operations and maintenance manual. 1.Use 10"x 10-3/4"round box for all gate valves. Carson Industries#910-12B with green bolt-down cover or approved equal. Extension sleeve shall be PVC with minimum size of six(6)inches. Install as per manufacturer's instructions. Remote control valves shall be connected to controller in numerical sequence as shown on the Drawings. A.Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. C.The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: 2.Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson Industries#1419-128 with green bolt-down cover or approved G.High Voltage Wiring for Automatic Controller. B.Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles GUARANTEE FOR IRRIGATION SYSTEM equal• used in this Contract furnish directions covering points not shown in the Drawings and Specifications. 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship,and the work has 3.Use 6"diameter x 8-3/4"deep round plastic valve box for all quick coupling valves. Carson Industries#608-12 with green flex-lock cover or C.Ordinances and Regulations: All local,municipal and state laws,and rules and regulations governing or relating to any portion of this work are been completed in accordance with the Drawings and Specifications,ordinary wear and tear,unusual abuse,or neglect excepted We agree to approved equal. 2.All electrical work shall conform to local codes,ordinances,and union authorities having jurisdiction. hereby incorporated into and made a part of these Specifications,and their provisions shall be carried out by the Contractor. Anything contained in repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to these Specifications shall not be construed to conflict with any of the above rules, regulations,or requirements of the same.However,when these repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the City. We shall make such repairs 4.Use 9-1/2"x 16"x I V rectangular box for all electric control valves installed within on-grade landscaped areas. Carson Industries#1419-12B H.Remote Control Valves: Specifications and Drawings call for or describe materials,workmanship,or construction of a better quality,higher standard,or larger size than is or replacements within a reasonable time,as determined by the City,after receipt of written notice. In the event of our failure to make such repairs with green bolt-down cover or approved equal. required by the above rules and regulations,the provisions of these Specifications and Drawings shall take precedence.. or replacements within a reasonable time after receipt of written notice from the City,we authorize the City to proceed to have said repairs or 1.Install where shown on the Drawings. Where grouped together,allow at least twelve(12)inches between adjacent valve boxes. Install each replacements made at our expense and we will pay the costs and charges therefore upon demand 5.Use 10"x 10-1/4"round box for all quick coupling valves installed within on-structure landscaped areas. Carson Industries No.910-12B with remote control valve in a separate valve box. D.Explanation of Drawings: green bolt-down cover or approved equal. PROJECT: T.Flushing of System: 1.Due to the Scale of the Drawings,it is not possible to indicate all offsets,fitting,sleeves,etc.,which may be required. The Contractor shall N.Sprinkler Heads: carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly,furnished such fittings,etc.,as LOCATION: 1.After all new sprinkler pipe lines and risers are in place and connected,all necessary diversion work has been completed,and prior to installation may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be 1.All sprinkler heads shall be of the same size,type,and deliver the same rate of precipitation with the diameter(or radius)of throw,pressure,and of sprinkler heads,the control valves shall be opened and full head of water used to flush out the system. installed in such a manner as to avoid conflicts between the irrigation system,planting and architectural features. SIGNED: discharge as shown on the Drawings and/or specified in these special provisions. 2.Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the city of Rancho 2.All work called for on the Drawings by notes or details such be furnished and installed whether or not specifically mentioned in the ADDRESSED: 2.Spray heads shall have a screw adjustment. Cucamonga. specifications. PHONE: DATE OF ACCEPTANCE: 3.Riser units shall be fabricated in accordance with the details shown on the drawings. 3.The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions,grade differences,or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should PART 2-PRODUCTS 4.Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. J.Sprinkler Heads: be brought to the attention of the City of Rancho Cucamonga. In the event this notification is not performed,the Contractor shall assume full responsibility for any revision necessary. 2.01 MATERIALS 5.All sprinkler heads of the same type shall be the same manufacturer. 1.Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized. 1.03 SUBMITTALS A.General: Use only new materials of brands and types noted on drawings, specified herein,or approved equals. O.Sleeving: 2.Spacing of ds BPVC Pressure Main Line Pipe and Fittings: the manufacturer. shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by B.A.Material list: 1.Sleeving under hardscape or paved areas for mainline,lateral Lines or control wiring shall be Schedule 40 P.V.C.or approved equal. 1.The Contractor shall furnish the articles,equipment,materials,or processes specified b name in the Drawingsand Specifications. No 1.Pressure main line piping for sizes 2"and larger shall be PVC Class 315. P.Vandal Resistant Controller Enclosure: 3.04 TEMPORARY REPAIRS substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 2.Class 315 pipe shall be made from an NSF approved Type 1,Garde!,PVC compound conforming to ASTM resin specification D1784. All pope must meet requirements as set forth in Federal Specification PS-22-70,with an appropriate standard dimension(S.D.R.)(Solvent-weld Pipe). The Ci reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in o operating condition. The exercise of 2.Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer,model number,and 1.Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. h' P Po a►y P on P P YPe g this right by the City shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. description of all materials and equipment to be used Although manufacturer and other information may be diff'eren the following is a de to 3.Pressure main line piping for sizes 1-i/2"and smaller shall be PVC Schedule 40 with solvent welded joints. 2.A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal P eq P P� Y t, g � g P g P 3.05 EXISTING TREES proper submittal format: 4.Schedule 40 pipe shall be made from NSF approved Type 1,Grade 1 PVC compound conforming to ASTM resin specification D1785. All pipe strip. Item No.Description Manufacturer Model No. must meet requirements as set forth in Federal Specification PS-21-70. 3.A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. Metal conduit shall run from the 117 volt supply to Where it is necessary to excavate adjacent to existing trees,the Contractor shall use all possible care to avoid injury to trees and tree roots. the controller housing. All power within the housing shall be properly phased Excavation in areas where two(2)inch and larger roots occur shall be done by hand. All roots two(2)inches and larger in diameter,except 1 Backflow Preventer Febco 825-Y-BV S.PVC solvent-weld fittings shall be Schedule 40,11-1 NSF approved conforming to ASTM test procedure D2466. directly in the path of pipe or conduit,shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. 2 Automatic Controller Calsense ET2000-224-LR-RR 4.A terminal strip shall be provided,clearly indicating the proper points of connection of all appropriate wiring(station valves,master valve, Where a ditching machine is run close to trees having roots smaller than two(2)inches in diameter,the wall of the trench adjacent to the tree shall 3 Master Valve Superior 3100 RCV 6.Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. common,central control). be hand trimmed,making clean cuts through. Roots one(1)inch and larger in diameter shall be painted with two coats of Tree Seal,or equal. 4 Etc. Etc. Etc. Trenches adjacent to tree should be closed within twenty-four(24)hours;and where this is not possible,the side of the trt nch adjacent to the tree 7.All PVC pipe must bear the following markings: Q.Miscellaneous Irrigation Equipment: shall be kept shaded with burlap or canvas. Irrigation submittal must be specific and complete. All items must by listed and should include solvent,primer,wire,connectors,valve,boxes,etc. a Manufacturer's name 3.06 FIELD QUALITY CONTROL No copies of manufacturer's literature(catalog cuts)are required as submittal information. b.Nominal pipe size 1.Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. 3.Equipment or materials installed or firc.Schedule or class nisheQ without prior approval of the City of Rancho Cucamonga may be rejected and the Contractor may 2.All miscellaneous irrigation equipment shall be as specified or approved equal. A.Adjustment of the System: be required to remove such materials from the site at his own expense. d Pressure rating in P.S.T. e.NSF(National Sanitation Foundation)approval PART 3-EXECUTION f.Date of extrusion 1.The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks,roadways,and buildings 4.Approval of any item,alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings and as much as possible. Specifications on the basis of the information or samples submitted. 8.All fittings shall bear the manufacturer's name or trademark,material designation,size,applicable I.P.S.schedule and NSF seal of approval. 3.01 OBSERVATION OF SITE CONDITIONS g l� PP PP 2.If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage,the Contractor shall make such 5.Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the A.All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Rancho adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. guarantee. C.PVC Non-Pressure Lateral Line Piping: Cucamonga prior to proceeding with work under this Section. 3.Lowering raised sprinkler heads by the Contractor shall be accomplished within ten(I 0)days after notification by the City. B.RECORD DRAWINGS: 1.Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed in planting areas. B.Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. 4.All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily,showing every 2•Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints. - change from the original Drawings and Specifications and the exact installed locations,sizes,and kinds of equipment. Prints for this purpose may C.Coordinate installation of sprinkler materials including pipe,so there shall be no interference with utilities or other construction or difficulty in 5.Rain Bird EFB-CP-PRS valves will be set per manufacturers specification so that each lateral operates at design pressure. be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record set. r Pipe shall et made from NSF approved,Type I,Grade it PVC compound conforming ASTM resin specification D 1784. All pipe must meet planting trees,shrubs,and ground covers. requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio. B.Testing of Irrigation System: 2.The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds,showing the work as D.The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the irrigation system, actually installed. For example,should a piece of equipment be installed in a location that does not match the plan,the Contractor must indicate 4.Except as noted in paragraphs 1,2,and 3 of this section(2.O1B),all requirements for non-pressure lateral line pipe and fittings shall be the same 1.The Contractor shall request the presence of the City of Rancho Cucamonga in writing at least 48 hours in advance of testing. as for solvent-weld pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications. that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend The relocated 3.02 PREPARATION equipment and dimensions will then be transferred to the original record drawing plan at the proper time. 2.Test all pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. D.Brass Pipe and Fittings: A.Physical layout: 3.Before the date of the final observation,the Contractor shall transfer all information from the"record drawing"prints to a sepia mylar or similar Note:Testing of pressure main lines shall occur prior to installation of the electric control valves. 1 mylar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar mylar material. All work shall be in .Where indicated on the Drawings,use red brass screwed pipe conforming to Federal Specification#WW-P-351. 1.Prior to installation,the Contractor shall size stake out all pressure supply lines,routing and location of sprinkler heads. waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those 3.All piping under paved areas shall be tested tinder hydrostatic pressure of 150 pounds per square inch and proven watertight prior to paving, manufactured by Rapidograph, Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be easily readable even on the final 2.Fittings shall be red brass conforming to Federal Specification#WW-P-460. 2.All layout shall be approved by the City of Rancho Cucamonga prior to installation. 4.Sustain pressure in lines for not less than six(6)hours. If leaks develop,replace joints and repeat test until entire system is proven watertight. controller chart(see Section C). The original mylar"record drawing"plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chartE.Copper Pipe and Fittings: B.Water Supply: 5.All hydrostatic tests shall be made only in the presence of the General Contractor and the City of Rancho Cucamonga. No pipe shall be 1.Pipe: Type K,hard tempered. 1.The irrigation system shall be connected to water supply ins of connection as indicated on the Drawings. backfilled until it has been observed,tested,and approved in writing. 4.The Contractor shall dimension from two(2)permanent points of reference,such as building comers,sidewalk edges,road intersections,etc.,the g Y PP Y Po� �) g location of the following items: 2.Fittings: wrought copper,solder joint type. 2.Connections shall be made at the approximate location(s)shown on the Drawings. The Contractor is responsible for minor changes caused by 6.Furnish necessary force pump and all other test equipment. a Connection to existing water lines. 0 0 0 0 0 o actual site conditions. 3 Joints shall be soldered with silver solder,45/o silver, 15/o copper,16/o zinc,24/o cadmium,solidus at 1125 F,and ligtiidus at 1145 F. 7.When the irrigation system is completed,perform a coverage test is the presence of the City of Rancho Cucamonga to determine if the water b. Connection to existing electrical power. c. Gate valves. C.Electrical Supply: coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage F.GateValves: due to deviations from the Drawings,or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, d Routing of sprinkler pressure lines(dimension max.100'along routing). e. Sprinkler control valves. , „ 1.Electrical connections for any and all automatic controllers shall be made to electrical point(s)of connection as indicated on the Drawings. without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover is planted. /: f. Routing of control wiring and locations of all splice boxes. 1.Ball Valves(1 and smaller) g. Quick coupling valves. 2.Connections shall be made at the approximate location(s)shown on the Drawings. The Contractor is responsible for minor changes cause by 8.Upon completion of each phase of work,the entire system shall be tested and adjusted to meet site requirements. h. Stub-outs for future connections. a.Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle. actual site conditions. i. Other related equipment as directed by the City of Rancho Cucamonga b.Ball valves shall al Ne in T-ed per et or approved equal. c.All Ball valves shall be installed per detail. 3.07 MAINTENANCE 5.On or before the date of the final field observation,the Contractor shall deliver the corrected and completed sepias to the City of Rancho3.03 INSTALLATION Cucamonga Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be omitted 2•Resilient Wedge Gate Valve(2 and larger) A.The entire irrigation system shall be under full automatic operation for a period of seven(7)days prior to any planting. P A.Trenching: from the prints. a Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2"operating nut. B.The City of Rancho Cucamonga reserves the right to waive or shorten the operation period. t�S E,46 b.Resilient Wedge Gate valves shall be No.403 RT-RW as supplied by Watts or approved equal. L Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout K, FR C.Controller Charts: c.All Resilient Wedge Gate valves shall be installed r detail. 3.08 CLEAN-UP F g per indicated on the Drawings and as noted ` mQtt, 3418 N �� 1.As-builts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared Py G.Quick Coupling Valves: 2.Provide for a minimum of twenty-four(24)inches cover for all irrigation lines installed under paving or hardscaping. Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site,all walks and paving shall be J 2.Provide one controller chart for each controller sequence. bloomed or washed down,and any damage sustained on the work of others shall be repaired to its original condition. q 1.Quick coupling valves shall have a brass,two-piece body designed for working pressure of 150 P.S.I. 3.Provide for a minimum of twenty-four(24)inches cover for all pressure supply lines of three(3)inches or larger in diameter. Signal re 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE 3.The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. 2,Quick coupling valve shall.be operable with a quick coupler key. Ke size and shall be as shown on the Drawings. * 10/31/08 * Qal P g Pe q uP Y• Y type g 4.Provide for a minimum of eighteen(18)inches cover for all pressure supply lines of two and one half(2'/:")inches or smaller A.The Contractor shall operate each system in its entirety for the City of Rancho Cucamonga at time of final observation. Any items deemed not � Renewal Dote ` 4.The chart is to be a reduced drawing of the actual installed system. However,in the event the controller sequence is not legible when the H.Backflow Prevention Units: 5.Provide for a minimum of twelve(12)inches for all non-pressure lines. acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. S)" drawing is reduced,it shall be enlarged to a size that will be readable when reduced B.The Contractor shall show evidence to the City of Rancho Cucamonga that the City has received all accessories,charts,record drawings,and 1.Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the 6.Provide for a minimum cover of eighteen(I 8)inches for all control wiring. equipment as required before final site observation can occur. CA, -�� 5.The chart shall be a black line or blueline ozalid punt and a different color shall be used to indicate the area of coverage for each station. Drawings 7.Refer to City Standard 120"Trench Repair"when within City streets susceptible to traffic loads. 3.10 SITE OBSERVATION SCHEDULE 6.When completed and approved,the chart shall be hermetically sealed between two pieces of plastic,each piece being a minimum 20 mils. 2.Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and shall be similar to Bailey#10013 or treets susceptible to traffic loads. approved equal. A.The Contractor shall be responsible for notifying the City of Rancho Cucamonga in advance for the following observation meetings,according 7.These charts shall be completed and approved prior to the final field observation of the irrigation system. to the time indicated: 3.All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The B.Backfilling: D.Operation and Maintenance Manuals: Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop 1.Pre-Job Conference-7 days drawing for approval. 1.The trenches shall not be backfilled until all required tests are performed Trenches shall be carefully backfilled with the excavated materials 1.Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction,two hard cover,three ring 2.Pressure supply line installation-24 hours binders containing the following information: I.Check Valves: approved for backfilling,consisting of earth,loam,sandy clay,sand,or other approved materials,free from large clods of earth or stones. Backfill PP Y shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to a.Index sheet which states Contractor's name,address,and telephone number,and which lists each installed equipment and material item including 1.Swing check valves 2"and smaller shall be 200 pound W.O.G.bronze construction with replaceable composition,neoprene,or rubber disc and adjacent grades without dips,sunken areas,humps or other surface irregularities. 3.Lateral line and sprinkler installation-24 hours names and addresses of manufactures local representatives. shall meet or exceed Federal Specification WW-V--51 D,Class A,Type IV. , 4.Automatic controller installation-24 hours the i b.Catalog and parts sheets on every material and equipment item installed under this Contract. fine granular material backfill will be initially placed on all lines. No foreign matter larger than one-half(/:)inch in size will be permitted in c.Guarantee statement. 2.Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P.thread inlet and outlet. Internal parts shall be stainless steel and the nitial backfill 5.Control wire installation-24 hours d.Complete operating and maintenance instructions on all major equipment. neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head Anti-drain valve shall be similar to the Valcon 3.Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. "ADV"or approved equal. 6.Pressure supply line and lateral tine testing-48 hours 2.In addition to the above mentioned maintenance manuals,provide the City's maintenance personnel with instructions for major equipment and DESCRIPTION 0 F REVISION CITY DATE APPROVED: show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has been rendered 4.If settlement occurs and subsequent adjustments pipe,valves,sprinkler heads,lawn,planting,or other construction are necessary,the J.Control Wiring: Contractor shall make all required adjustments without cost to the City. 7.Coverage test-48 hours E.Equipment to be Furnished: 1.Except as noted otherwise,connections between the automatic controllers and the electric control valves shall be made with direct burial copper C.Trenching and Backfill Under Paving: 8.Final observation-7 days CITY 0 RANCHO C U C A M 0 N G A 1.Supply as a pail of this contract the following tools: wire AWG-U.F.600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic 1.Trenches located under areas where paving,asphaltic concrete,or concrete will be installed,shall be backfilled with sand(a layer four(4)inches is of special tools required for removing,disassembling and adjusting each of sprinkler and valves lied on this project. controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than#14. below the pipe and six (6)inches above the pipe)and compacted in layers to 95%compaction,using manual or mechanical tamping devices. B.When observations have been conducted other than the City of Rancho a.Two(2)se pec eq ling g type p supplied p , MEDIAN LANDSCAPE b.Two(2)four-foot valve keys for operation of gate valves. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding Cucamonga,show evidence in writing of when and by whom these c.Two(2)keys for each automatic controller. 2.Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place,cap and pressure test all piping under paving observations were made. One(1)quick coupler key and matching hose swivel for every five(5)or fraction thereof of each type of quick coupling valve installed. prior to the paving work d 3.Where more than one(1)wire is placed in a trench,the wiring shall be taped together at intervals of fifteen(15)feet. C.No site observations will commence without"As-Built"record SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. City f ro' t. Before final observation can occur,evidence 2.Generally,piping under existing walks is done by jacking,boring,or hydraulic driving,but where any cutting or breaking of sidewalks and/or drawings. The contractor shall not call for a site visit without"As-Built" DRC 20 0 2-0 026 4 2.The above mentioned equipment shall be turned over to the C ty at the o the p ler 4.An expansion curl shall be provided within three 3 feet of each wire connection. Ex anion curl shall be of sufficient len at each s lice that the City has received material must be shown to the City of Rancho Cucamonga P P O P � P concrete is necessary,it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or record drawings,without completing previously noted corrections,or rhat t and shall contain the following information: connection at each electric control valve,so that in case of repair,the valve bonnet may be brought to the surface without disconnecting the concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. without preparing the system for said visit. control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. IRRIGATION SPECIFICATIONS 1.04 PRODUCT DELIVERY,STORAGE AND HANDLLNG 3.Refer to City Standard 120"Trench Repair"when within City streets susceptible to traffic loads. 5.All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird Snap-Tile wire connectors.,or approved equal. Make only A.Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling,loading,unloading,and storing PVC pipe and one splice with each connector sealing pack. APPROVED BY: I DATE: fittings. All PVC pipe shall be transported is a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending ora D.Assemblies: CITY ENGINEER RCE: 249 53 6.Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Rancho � _ I concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded,and if installed,shall be replaced Cucamonga 1.Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines(and various assemblies)in such a manner as to with new piping. conform with the details in the Drawings. DESIGN PLAN PREPARED RECOMM ED 1.05 SUBSTITUTIONS 1. Automatic Controller MVII N8 ENVIRONS 16 2.Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. � A.If the Contractor wishes to substitute anequipment or materials for the equipment or materials listed on the Drawings and Specifications,he 1.Automatic controller(s)shall be of size and type shown on the Drawings. Y� P � P w''r`g � 3.Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific DRAWN LANDSCAPE ARCHITECTURE SHEET may do so by providing the following information to the City of Rancho Cucamonga for approval: 2.Final location of automatic controller(s)shall be approved by the City of Rancho Cucamonga. items required to complete work,perform such work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. 50 226 W.FOOTHILL BLVD.SUITE C ' CLAREMONT,CA 91711 L- 67 1.Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted. PHONE&FAX (909)626-4663 OF 3.Unless otherwise noted on the Drawings,the 120 volt electrical power to each automatic controller location is to be furnished by others. The 4.PVC pipe and fittings shall be thoroughly cleaned of dirt,dust,and moisture before installation. Installation and solvent welding methods shall CHECKED BRETT FRENCH R.LA No 3416 DRAWING N0. final electrical hook-up shall.be the responsibility of the Contractor. be as recommended by the pipe and fitting manufacturer. 2.Provide descriptive catalog literature,performance charts and flow charts for each item to be substituted EVIF DATE 10-31_00 FILE NO 2025-L- PROJECT SHT. NO. 'OF CONCRETE SPECIFICATIONS PART 1 GENERAL 1.08 Material and Labor Releases: G.Plants Not Approved-Plants not approved are to be removed from site immediately and replaced with suitable plants. 7.03 General: 1.01 Description The City reserves the right to reject entire lots of plants represented by defected samples. P Upon completion of the work,the Contractor shall present to the City,signed copies of all labor and materials releases for Maintenance shall start immediately after landscape irrigation and planting. For concrete information refer to the Standard Specifications for Public Works Construction Green Book: Edition r all work performed under Site Development. H.Stake all trees,as per details immediately after planting to prevent wind damage. P� ( per Maintain all plants and planted areas on a continuous basis as they are installed during the progress of the work,and the City of Rancho Cucamonga). Refer to Sections 4,201,303,and 400,as well as any other sections related to the installation,per and post installation of concrete work,materials,labor,and clean-up. The Standard Specifications for 1.09 Disposal and Clean-up: I.Plant trees that are to be located in lawn or ground cover areas after finish grades are first established and allow at least continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Public Works Construction available from: 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting Landscape Architect and City representative. Remove all waste materials(including excavated material classified as unacceptable soil material),trash and debris holes shall be excavated as defined on appropriate details. BI BuildingNews generated or encountered during the course of landscape construction,and legally dispose of it. During the course of the A.Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy work,remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and remove all condition. Irrigation system run-off shall bekept to a minimum. Damage to irrigation system resulting from maintenance 3055 Overland Avenue remaining debris and surplus materials upon completion of work,leaving the premises neat and clean. The site shall be 4.03 Soil Amendments: and equipment and/or maintenance personnel,shall be restored to its original condition at no cost to the City. Failure of Los Angeles,CA 90034 cleaned upon the request of the inspector. any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs (310)202-7775 shall be accomplished without written permission from the Ci Soil amendments shall be as recommended in the Agronomic soils report P � P t3'. 1.02 Scope 4.04 Trees Stakes: B.Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 Fumish and install all concrete work complete as indicated on the drawings or as specified,including,but not limited to calendar days. the following: Tree stakes shall be lodge pole pine tree stakes.See tree staking detail on plans for further information. PART 2-EXECUTION The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide program. A.Furnish and set all reinforcing steel,bolts,and anchors. PART 5-GROUND COVER AND BEDDING PLANTS C.Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary 2.01 Protection: P Y P P � g P �' Y Kee all plant material delivered to site in a health condition for planting. Plants shall not be allowed to out. Bare 5.01 Scope of Work: thereafter by an approved method of pest control,to keep all plants and planted areas free of insects and disease. Method B.Install all items required by other trades which are to be cast into concrete. P P Y P g' shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. root stock shall be separated and heeled-in,in most earth or other suitable material until planting. Balled and burlapped C.Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where applicable. plants shall have root ball covered with moist sawdust,wood chips or other suitable material until planting. Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants,as shown on plans,as reasonably implied,or delineated in the specifications. D.Pruning: Prune all plants as designated and directed by Landscape Architect,at start of maintenance program and 1.03 Protection 2.02 Installation: continue to prune plants as directed or as may become necessary until the end of the maintenance program. 5.02 Bedding Plants: All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall be placed Detailed layout of plants within the planting areas shall be performed by Contractor and approved by the Landscape Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall imediately after concrete finishing. Contractor shall furnish,place and remove all of his own barricades. Contractor shall Architect and City prior to planting. Perennials and Annuals: Provide healthy container grown plants from a recognized nursery,and of the species and even appearance. Exterminate gophers and moles;repair damage. be responsible for any damage to new construction and replacement or repair of the work shall be made without added variety shown on plans. cost to the City. Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the following mixture: 5.03 Ground Cover: 1.04 Clean-up Native,On-Site Soil with rock no greater than 3"in diameter Gro Power Plus,5-3-1 15 lbs/cy Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted Upon completion of all concrete work and before final acceptance,the Contractor shall remove all tools,surplus Iron Sulfate 2 lbs/cy in flats or similar containers. materials,apparatus,debris,etc.from the site and the site shall be left in a clean,neat condition acceptable to the City. 5.04 Mulch: PART 8-ACCEPTANCE OF PROJECT (To be used for bidding purposes only,verify with Agronomic Soils Test.) chi wood acted After backfilling,construct a 3"earthen berm to form watering basin around each plant,to allow thorough water-in and Mulch: Shall be of compacted P fiber. 8.01 General: establishment. Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas is required 5.05 Coordination: prior to final acceptance of the work by the City. The Commencement date for the maintenance period shall commence Prior to installation of turf and ground cover,remove water basins from around trees and shrubs. Berms in turf areas to upon written approval for all phases of planting installation by the City Public Works Inspector. Maintenance period shall be removed prior to City acceptance. A.Do not have plants delivered to the job site until site conditions are ready for planting. If planting is delayed,keep plant roots moist and place in a sheltered location protected from the sun,wind and other damaging elements. be adequate to verify plant characteristics and establishment. PLANTING SPECIFICATIONS PART 3-SOIL PREPARATION AND FNISH GRADING B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding plants and ground A.Two inspections shall be made that affect the establishment period: The first after all plantings have been completely PART 1 -GENERAL installed in order to approve the beginning of the establishment period,and the second at the end of the establishment 3.01 Scope of Work: cover planting. period. If plantings are not acceptable at the end of the 180 day period,due to defective maintenance,then continue 1.01 Scope of Work: 5.06 Installation: establishment until all work meets with the Specifications and can be approved. A.Provide all materials and equipment,and perform all work necessary for and incidental to the soil preparation and Contractor shall provide all materials,labor and equipment incidental to and necessary for completing all work,as finish grading of all planting and lawn areas as shown on plans,as reasonably implied,or as delineated in the B.At termination of establishment period all plant material shall be live,healthy,undamaged,and free of infestation. specifications. Plant ground cover and bedding plants in moist soil and space as indicated on plans. Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be made. indicated on the drawings,as reasonably implied,or as delineated in the Specifications as follows. B.Furnishing,placement and grading,of topsoil for backfilling of planters if required. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall All areas shall be neatly raked and free of weeds. 1.02 Standards: be such that soil does not crumble when removing plants from container. All work and materials shall comply with governing codes,safe orders,standards,and regulations,and meet the C.Cleaning and finish grading of planters areas and planting areas. P Y g g safety � Regrade planter areas after planting,to restore smooth finish grade and to insure proper surface drainage. A 4"layer of minimum requirements of the Standard Specifications For Public Works Construction(Green Book)latest edition. 3.02 Topsoil: mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching.(Grading shall accommodate the mulch) 1.03 Quality Assurance: A.Existing on-site soils listed as'acceptable'under'Site Grading'specification. 5.07 Protection: A.All Contractors performing Site Development work,must be licensed in accordance with the laws of the State of B.Topsoil imported to site for use as fill,backfill in planters and mounding,shall be sandy textured. Silt plus clay California. content of this soil shall be no greater than 15%by weight The boron content of this soil shall be no greater than 1 part Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. B.Contractor shall provide the Landscape Architect and the Ci with a list of Subcontractors and Material Suppliers per million as measured on the saturation extract. The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos P City PP per centimeter at 25 C. In order to ensure conformance,samples of the imported soil shall be submitted to an agronomic PART 6-WEED ABATEMENT expected to be employed during the course of construction. soils testing laboratory,approved by the project Landscape Architect for analysis prior to use. Result of testing to be C.Contractor shall obtain and keep in force Public Liability and Property Damage Insurance,during entire course of the delivered to City for approval. Soil test to include analysis and recommendations. 6.01 Scope of Work: Construction Contract. The amount of insurance shall be determined by City. 3.03 Soil Amendments: Provide all material,equipment,and labor necessary to perform all work as indicated on plans,as reasonably implied,and as delineated in the specifications. D.Prior to start of site development work,the Contractor shall notify the Landscape Architect and City to give starting All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report furnished by the Contractor and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone 6.02 Quality Assurance: number of the person in charge of the work. A.The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and 1.04 Responsibilities and Coordination: 3.04 Soil Preparation: a Pest Control Advisor in addition to any subcontractor licenses that are required. A.Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the B.All materials and methods must conform to Federal,State,and Local Regulations. work to be performed. All work on irrigation system shall be complete and inspected for recommended approval and,fine grading completed, prior to rototilling and prior to soil amendment work. B.Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to After rough grades have been established,prepare all lawn and planting areas b tilling or cross ripping to a de depth of 12". 6.03 Submittal: commencement of any work under this contract. The Contractor shall verify the location and depth of all underground gh P P g Y g P utilities prior to start of work. All rock and debris more than 2"in diameter shall be removed from the site,except for areas that are to be sodded, in Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the Landscape which all rock and debris more than 1"in diameter shall be removed. Architcct/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types C.Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, prevalent and expected on the site,as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the electrical power and as as required b him for the construction of the project. Temporary services shall be coordinated Apply,spread,and te. In in all soil amendments as recommended of a depth of each Water area thoroughly after Landscape Contractor and Landscape Architect and Ci data to demonstrate the compatibility of the weed control 1� g 9 Y P J p° �' rototilling is complete. Incorporate event into the to 4"to 6"the followin for each 1 000 square feet of planting area: P P City P ty with the City and other contractors on the job site. g P � y P g � q P g materials and methods with the intended planting and seed varieties present. D.Survey,Reference Points,and Elevations: The Contractor is responsible for establishing all surveys,reference points 4 cubic yards of nitrolized Redwood or Fir shaving or equal. 6.04 Responsibility and Coordination: and elevations required by him,and shown on plans for proper execution of site construction. 200 lbs.of Gro-Power or approved equal. A.Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the E.Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by him for the The above soil conditioning are minimal qualities only and should be used only for bidding purpose,because soil treated areas and to notify the public. construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City conditions may change drastically from the time these specifications were developed to the time the actual soil or governing authorities. conditioning take place. Therefore,the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 B.No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory render the job site unusable for more than 10 days from date of application. approved by the project Landscape Architect and City. Copies of the soil test to be provided during the Pre-construction pSCAPt 1.05 Defective and Unauthorized Work: job conference. 6.05 Non-Selective Herbicides: �� K• FRFi R� 3416 tip All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of 3.05 Finish Grading: Non-selective contact herbicide and/or non-selective systemic herbicides(as recommended by the Pest Control Advisor) Qr� y the plans and specifications,shall be remedied or removed,and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and City. After rototilling operations are complete,grade areas to establish finish grades for planting. All flow lines shall be 6.06 Selective Herbicides: maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. s9na Uf e 1.06 Inspections: Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the Pest Control Advisor) * 10/31/08 Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Renewal Date The Contractor shall arrange for inspections by notifying the Landscape Architect,City and governing authorities,24 6.07 Weed Eradication: hours prior to time of inspection,unless otherwise noted. Inspections shall be as listed below,but not necessarily in this 3.06 Coordination: order. Only the inspection pertaining to the project scope of work will apply: If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting areas will require Weed abatement work shall be coordinated with the installation of the irrigation system rototilling and soil amendment control prior to removal,spray these areas per Pest Control.Advisor's recommendations. Rough Grading. work,and planting. (See Weed Abatement section). Drain Lines and Catch Basins. A.Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting Irrigations(main line pressure,coverage&system operations test). PART 4-TREES AND SHRUBS areas. Soil.Preparation and Finish Grading. Plant Material(delivery&placement). 4.01 Scope of Work: Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of V-2"below the surface of the soil. Substantial Completion Inspection(at completion of landscape improvements)-7 Days, Physically remove all weeds from the site. Final Inspection(after maintenance period)-7 days. Provide all material,equipment,and labor necessary to install all trees and shrubs as shown on plans,as reasonably implied and as delineated in the specifications. PART 7-LANDSCAPE MAINTENANCE The contractor shall arrange a Preconstruction job conference with the Landscape Architect and City a minimum of seven (7)days prior to the beginning work. 4.02 Products 7.01 Scope of Work: A.Nomenclature-Plant names indicated on the drawings confonn the"Standard Plant Names"established by the 1.07 Guaranties: American Joint Committee on Horticulture. Except for names covered therein,the established custom of the nursery is Provide all materials,labor and equipment necessary for,or incidental to,performing all maintenance requirements as DESCRIPTION 0 F REVISION DATE APPROVED: CIN followed. reasonably implied or as delineated in the specifications including,but not limited to the following: Plant Materials: All trees,shrubs,ground cover;bedding plants and lawn shall be guaranteed from date of final ac CITY 0 F RANCHO C U C A M 0 N G A acceptance of landscape construction for periods as follows: B.Condition-Plants shall be symmetrical,typical for variety and species,sound,healthy,vigorous,free from plant Maintain all plants and planted areas. disease,insect pests,or their eggs,and shall have healthy,normal root systems,well-filling their container,buy not to the Keep planted areas free of weeds and debris. Trees 24"box&larger 1 year point of being root bound. Plants shall not be pruned at anytime,and in no case shall trees be topped. Prune trees and shrubs. Trees 15 gal.&smaller 1 year Fertilized all plants and planted areas. MEDIAN LANDSCAPE Shrubs All sizes 120 days C.Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture practices and shall be Irrigation. Ground Cover 120 days of the size and caliper normally associated with the container size specified on plans. Removal of all tags,labels,nursery Insecticide spraying. SIXTH STREET BETWEEN HAVEN AVE. & UTICA AVE. Bedding Plant 120 days stakes and ties from all plant material prohibited until the approval of the Landscape Architect or City. Lawn(sod) 120 days 7.02 Fertilizers: D R C ZO O Z-O O26 4 Lawn(seed) 120 days from first mowing D.All plant material delivered to the site showing signs of damage or disease or is insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. A.Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus,and 12-8-8 Gro-Power Controlled Release Nitrogen, Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape as designated herein,or approved substitute as required by the Agronomic soils report. Available from Gro Power(909) CONSTRUCTION & PLANTING SPECIFICATIONS Contractor shall replace and plant all materials which have died within the time span stated above,at no cost and within 5 E. Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon,5-gallon,and 15-gallon)shall have been 393-3744. days from receiving written notice from the Landscape Architect or City. If dead material is not replaced and planted grown in containers for at least one(1)year,but not over two(2)years. within the 5 day period,City may replace dead material with new material and charge the Landscape Contractor for all B.Ammonium Sulfate: Granular form containing not less than 21%nitrogen and 24%sulfur and shall be registered as an CITY BY: DATE: ENGI expenses incurred. F.Substitutions-Substitutions for indicated plant material will be permitted provided the substitute materials are agricultural miner,with the State Department of Agriculture in compliance with Article 2-"Fertilizer Materials,"Section CITY ENGINEER RCE: 24953 approved in advance by the City,and are made at no additional cost to the City. Except for authorized variations,all 1030 of the Agricultural Code. B.Construction Materials: The contractor shall guarantee all workmanship and materials for all site development,for a substitute plant materials shall conform to the requirements of these specifications. DESIGN PLAN PREPARED BY: RECOMM N ED period of one year from date of final acceptance of project. �"vl' g ENVIRONS - PO' - DRAWN LANDSCAPE ARCHITECTURE SHEET EYIP 226 W.FOOTHILL BLVD.SUITE C • CLAREMONT,CA 91711 L-7 OF 7 PHONE&FAX (909)626-4663 CHECKED BRETT FRENCH R.L.A. NO 3416 DRAWING N0. EVIF DATE 10-31--00 F1LE NO 2025"'L PROJECT SHT, NO. OF