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HomeMy WebLinkAbout1738-L I DEVELOPER/OWNERTll STREET MEDIAN IMPROVE E NTS i i C; ENERAL DYNAMICS UTICA AVENUE TO CLEVELAND AVENUE & STA. 44 + 65 . 00 TO MILLIKEN AVENUE P . O . BOX 23055 LANDSCAPE MAINTENANCE DISTRICT NO . . 3B SAN DIEGO , CA 92193 - 3055 i CITY OF RANCHO CUCAMONGA 619 )( 573 - 8000 10500 CIVIC CENTER DRIVE P . O . U 807 SPECIAL NOTE: PARCEL MAP NO. 15350 IS RESPONSIBLE CONTACT: JAN ELD R I DG E i ONLY FOR IMPROVEMENTS FROM STA. 44 + 65.00 RANCHO CUCAMONGA, CALIFORNIA 91730 TO MILLIKEN AVENUE. OTHER IMPROVEMENTS INDICATED ON THESE PLANS WILL BE DONE IN THE FUTURE BY OTHERS. 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 FORM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. SHEET DESCRIPTION 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS FOR BASE LINE AVENUE PUBLIC WORKS CONSTRUCTION. TITLE SHEET 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 2 IRRIGATION P LAN 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. 3 IRRIGATION P LAN 6. AT THE RECOMMENDATIONS CONCLUSION FROMOTH SOUGH REPORT SHALL A UPERSAN OEDEMISOILS AMENDMENTREPORT SHALL BE RECOMMENDATIONS DTO S SHOWN ON 1TY HE INSPECTOR, AND ALL 4 IRRIGATION DETAILS � 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL 5 PLANTING PLAN CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER. 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 6 PLANTING PLAN FOOTHILL BLVD. A 1 FOOT WIDE FLAT AREA AT THE TOE OF THE SLOPE. 6 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE 7 PLANTING DETAILS INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. 8 IRRIGATION S P EC I FI CATI 0 N S SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, 15 AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, 9 IRRIGATION/PLANTING S P EC I FI CATI 0 N S RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER ARROW HIGHWAY CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE a CITY. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. I w RECOMMENDATION. w 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER a z a m 760-438-0525. Z g w 0 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: - BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS 6TH STREET = - BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS w ...... - BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS Q - BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS CONSULTANTS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE 4TH STREET 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. LANDSCAPE ARCHITECT: IRRIGATION CONSULTANT: 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: - PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. TOB 1 RJM DESIGN GROUP, INC. �/ - PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. M E RTE N S - IRRIGATION C0NSULTANT PROJECT SITE ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 31591 CAMINO CAPISTRANO 333 AVENIDA ADOBE - ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. SAN JUAN CAPISTRANO, CA 92675 SAN CLEMENTE, CA 92672 - PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. (949) 493-2600 (949) 498-4483 CONTACT: MR. LARRY P. RYAN CONTACT: MR. TOBY MERTENS MAINTENANCE RESPONSIBILITY MAP QUANTITIES CIVIL ENGINEER: CASC ENVIRONMENTAL SERVICES INC. 937 SOUTH VIA LATA, SUITE 500 LANDSCAPE MAINTENANCE DISTRICT SPECIES SIZE QTY. STREET NAME COLTON, CA 92324 i TOTAL TREES: (909) 783-3636 Ld > LAGERSTROEMIA INDICA 'RUBRA' 24" BOX 62 6TH STREET TOTAL SHRUBS: 6TH STREET z _Z_/-_ --27i NANDINA DOMESTICA 'NANA' S GAL. 781 �� CARO 4� - - - - Q TOTAL GROUNDCOVER: Gl W TRACHELOSPEMUM JASMINOIDES 1 GAL. 2,636 > LJ > J TOTAL SQ. FT. OF NON-TURF LANDSCAPE AREAS 13,665 SF Q" DESCRIPTION OF REVISION DATE APPROVED Q _ Q p TOTAL SQ. FT. OF ALL AREAS 17,534 SF ~ CITY OF RANCHO CU CAM ON GA U o 0now TOTAL GROUND COVER AREA = 10,545 SF � 6TH STREET MEDIAN N TOTAL MULCH AREA = � EA 13,665 SF IMPROVEMENTS Q f LANDSCAPE MAINTENANCE DISTRICT W TOTAL DECORATIVE HARDSCAPE AREA = 3,869 SF TITLE SHEET ' > Q TOTAL MEDIAN AREA = 27,261 SF - U) 6TH STREET - TOTAL ACRES = 1 .60 AC ��0 RY p Ry q9 APPROVED BY: ; DATE CITY ENGINEER R.C.E. NO. 24953 Y03 NOTE: DESIGN RECO ED W RWS QUANTITIES SHOWN ARE FOR ESTIMATE PURPOSES ONLY. FINAL c_ 2502 -� -� QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED Exp. 9-30-01 DRAWN RJM SHEET J BY THE INDICATED PLANT SPACING REQUIRED. * * RWS DESIGN GROUP, INC. 1 S PLANNING AND LNDSCAPE ARC!l17 LCI gem OF 9 � L IAD YI�Y..v1,7 R.,1mlR!+mio r0-Mw� V r .q CHECKED DRAWING N0. � T Ql� F OF CAt%FO LPR 2 p 1 7J a - L I' i PROJECT SHEET NO-_________O F_________ I I THE IRRIGATION SYSTEM IS BASED UPON MAXIMUM OF 3" OF WATER PER WEEK FOR TURF AND 2" FOR SHRUB/GROUNDCOVER AREAS. WATER TO BE APPLIED FOR A MAXIMUM OF 8 HOURS PER NIGHT FOR 5 DAYS A WEEK. BETWEEN THE HOURS OF 9 PM TO 5 AM. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT THE SAME TIME. INSTALL (2) TREE BUBBLERS FOR 13 EACH TREE. LOCATE BUBBLERS ON � 0 OPPOSITE SIDES NEAR ROOT BALL. �j 6 ` STREET W ' 4 P 6TH STREET w 410 Q — --- — _ - a we A - - _ _ _ _ ,TYV I V, 3 lGZD ly4 BQ. 5(� ` B 2 t 730 B 5 ��� 8 t 1730 2 2' I ?1 �l%Z �� -� I� (y 27 I 14 4� 173o i�S 8 b ' = I 4 1 (4 6�c l4 27 1% 14 0 TRENCHING PER DETAILS II ' Q M 1� — 0 0 0 - - -- - 0 o a - 0000/ o 0 - — ° -- — . o UO o 0 o 0 0 o 0 (_0 0 --___—. _ C Nd LLJ - - - - 1 1 DR T I-1 TPI10 W/ANT-1 L CALSENSE ET 2 ENCLOSURE TO BE PER DETAILS. USE STRONGBOX SB24-SS/120 VOLT N L SURE WITH ELECTRICAL METER ENCLOSED. INSTALL 1 THIS DESIGN IS DIAGRAMMATIC. ALL PIPING VALVES ETC. ECO ( ) SHOWN � ORANGE SPARE WIRE IN EACH DIRECTION TO THE FURTHERMOST POINT. POINT OF CONNECTION - THE CONT ON TO BE 1 1/2" MET CONTRACTOR SHA ER WITHIN LL FLUSH AND ADJUST ALL SPRINKLER HEADS AND V - ALVES FOR DOMESTIC POTABLE WATER � N PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND MOUNT THE EPDXY FILLED ANTENNA PORT ON TOP OF THE ENCLOSURE OPTIMUM COVERAGE PROVIDED BY C.C.W.D. MR.G�tR.(.O�flM E5 SHALL BE INSTALLEDE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS WALLS ETC. ( 13R , MGL. 1270' G/�b'/aD METER PROVIDED BY CCWD. IN PLANTING AREAS WHENEVER POSSIBLE. THIS SHALL INCLUDE THE SELECTION OF THE DEGREE OF ARC AND THE CHOICE OF PER THE MANUFACTURERS SPECIFICATIONS AND ATTACH THE COAXIAL COORDINATED AND PAID FOR AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEMS AND ° CABLE. SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. STATIC PRESSURE 86 PSI. BY THE DEVELOPER. VERTICAL OBSTRUCTIONS ( FIRE HYDRANTS, STREET LIGHTS, TREES ETC. INTERFERE ACTUAL LOCATION OF THE ENCLOSURE SHALL BE AS DIRECTED BY A PEAK DEMAND 27 GPM. ® ARCHITECTURAL FEATURES. PRESSURE COMPENSATING NOZZLE SCREENS TO FIT ALL EXISTING CONDITIONS WHEN REPRESENTATIVE OF THE CITY. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN WITH THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION ON DRAWINGS AT THE SITE PRIOR TO START OF ANY WORK. ALL CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER USE TYPE 'K' COPPER PIPE BETWEEN OR HALF HEAD ON EACH SIDE OF THE OBSTRUCTION AS REQUIRED TO PROVIDE PROPER CONTRACTOR SHALL APPLY AND PAY FOR THE Q o DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST. INSTALLATION OF ELECTRICAL SERVICE TO CONTROLLER. METER AND BACKFLOW PREVENTER. U_ VI I—I I I CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE THE SOLE LOCATE CONTROLLER AS DIRECTED BY REPRESENTATIVES INSTALL BACKFLOW PREVENTER PARALLEL WITH THE STREET. RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT FOR ANY CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING OF THE CITY OF RANCHO CUCAMONGA AND CALSENSE. SCREEN WITH SHRUBS WHENEVER POSSIBLE. UNIT SHALL BE co DAMAGE TO SAID UTILITIES AT NO COST TO THE CITY. WITH A REPRESENTATIVE OF THE CITY AND CALSENSE. INSTALLED WITHIN A STRONG BOX ALUMINUM ENCLOSURE THE IRRIGATION SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING CONTACT CITY MAINTENANCE DEPARTMENT FOR CITY REPRESENTATIVE INSTALL TERMINAL STRIPS IN ENCLOSURE AND CALSENSE AT FOR IRRIGr;TION WIRING. PRESSURES AS SHOWN ON DRAWINGS. AT EACH POINT OF CONNECTION.- 2075 WM DEL NOgA,SUITE P. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE CARLSBAD, CA. 92009 PIGTAIL EACH ORANGE WIRE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE PRESSURE TEL. SBA 438- 0525. AT THE ENCLOSURE. AT THE SITE PRIOR TO START OF INSTALLATION. ANY CHANGES SHALL o BE BROUGHT TO THE ATTENTION OF THE CITY. CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR I I THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE rsa POWER HOOK UP FOR THE IRRIGATION CONTROLLER. ;• ___ CITY PRESSURE CALCULATIONS ELECTRICAL CONdUCTORS AND METER TO BE PROVIDED ^ " � A! BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER ,v►PI WATER METER ! I SIZE 1-1/2" ELEVATION 1070' a= STATICPRESSURE HIGH 56.6 LOW 86-4 VALVES SOURCE OFINFORIaTION P12. G4410S FIM)'3REs COMMON WIRE— L PHONENUMBER C.C.W.I)./909) 987- 259 DATE OF INFOWATION O CONTROL WIRES H.O L MEAN ELEVATION 2/ 70 (REWIRED IF STATIC PRESSURE UNKNOW} CALSENSE ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. WATER METER ELEVATION (.) 1070 ! �/ ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT I REMOTE CONTROL VALVE SIZE 1-1/9" _ ��Q WATER FLFLOW1�2 — G.PJ.t. THE-TOP OF THE SPRINKLER HEAD IS '/,"ABOVE FINISHED GRADE. MAXIMVI.1 DEMAND �ELEVATION OF O O HIGHEST HEAD 106 BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE PRESSURE 0 R.C.V. P.SJ. MASTER FLOW BACK-FLOW WATER CITY'S REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL oTv. SIZEi�M P.5''LOSg VALVE SENSOR PREVENTER METER 1-1/'l" - WATE116plzt;ssts2E RE4'Uf,.�TD�Z REQUIREMENTS OF THIS WORK. R METERBACKF OViDEVICE 12.0 2" R.P. L Y" LATEVALVES '1 MO INSTALL A FEBCO 825 -Y BV-1-1/2" BACKLOW PREVENTER _i 2 WlSTER VALVT'.P.• Flow SensorLr�4, 7.7 A/A PREss REalraun� 4-_' 16 AY 7 AFTER 1-1/2" WATER METER, FOLLOWED BY A 1-1/4" DATA 480 . "• uA2:SINE 312 . ,s INDUSTRIAL FLOW METER BY CALSENSE, FOLLOWED BY MAftIUIE %► A 1-1/2"9JWj lCIZ 9,100 t•V4[W_YAcw_INSTALL ALL EQUIPMENT LU – ------- 1 REMOTE CONTROL VALVE ASSEVOLY 5 h PER MANUFACTURERS RECOMMENDATIONS AND LOCAL �104,10_. L_ LATERAL LINE LOSS b46 W2 m �G �_ �Q_ LATERAL IJt,E LOSS .�•36 Q CODES. ACTUAL LOCATION OF BACKFLOW IG /a e* LATERAL LINE LoSS .!/ be. ¢30-0I PREVENTER TO BE AS DIRECTED BY THE CITY. Q q0 F11"IVIGS Loss(ICY.) 7 ^ �•9� UJIELEVATIOfi CHAr1GE . —'L N TOTAL SYSTEM LOSSES: A _oS Cµrt s PRESSURE TO OPERATE HEAD: _- 7 W - - .— W TOTAL PRESSURE RECUIRED: �I LOWEST STATIC PRESSURE AVAILABLE J a�J Q ��' z PRESET REGULATED PRESSURE(IF REOURED); O ' V/ (5vD RESIDUAL WATER PRESSURE: •¢; -- - U W cQc �4 \ FTTV RFAUIRED RESIDUAL WATER PRESSURE: 15-20 PSI O REFER TO SPECIFICATIONS SHEET 8 II ® _ _ DESCRIPTION OF REVISION — — IRRIGATION LEGEND _ — — CITY OF RANCHO CUCAMONGA SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P.R. J G - ---------- ' b � Q d � a �- RAINBIRD 81812-SAM-PRS-IOLA ,2`POP UP 0.4 0.6 0.8 ,.6 90 VAN 180360 ,o' 30 ,.78 _jSIXTH STREET MEDIAN J b 16 V O RAINBIRD ! 1812-SAM-PRS-12 0.6 0.9 1.3 2.6 90 VAN 180 360 12' 30 2.01 6 6 O v RAINBIRD # 1812-SAM-PRS-8 0.4 0.6 0.8 1.6 90 VAN 180 360 8' 30 2.78 LL I TREE BUBBLER 0.5 360 30 _ > 1 RAINBIRD s 1806-SAM PRS-1402 I UTICA AVE TO CLEVELAND AVE. SITE REFERENCE MAP: � Sl1PF�a� 0 '51100 W9 MASTER VALVE, El��jt1l� t�lff�►�r 4000 RAINBIRD : EFS-CP-PRS-B REMOTE CONTROL VALVE IRRIGATION PLAN 7 1 H (STREET U 0 RAWEIRD ! 33 DNP QUICKCOUPLING VALVE. N wA-ri-5 * w^Tm 4bt RT-RW RESILIENT WEDGE GATE VALVE OR BALL VALVE,LINE SIZE. . I CALSENSE 6 ET-1-12-DF,-TIP-1, ;V/ CONTROLLER IN STRONG BOX 513-24-5512'V EI�tCL015UP-OL gploe DATA INDU.0 1.25 (1-114`) ��1 FLOW METER PROVIDED BY CALSENSE. APPROVED BY: � DATE: e FEBCO 0 825-Y-1-1/2' REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX CITY ENGINEER RCE No. 24953 I ALUMINUM ENCLOSURE-SBBC-45 AL.SQUARE FOOTAGE IRRIGATED PARCEL 10 PARCEL s a 00� AI DESIGNED BY: RECOMM D D: PLANTING z CONTROLLER AND STATION NUMBER SEE SHEET L-5 W It S VALVE SIZE/GPM FLOW `'' I WILKII+S 500- n NRE55URE iZEntJcrNQ VAL-VE t 5P SRRINq -561-do 70 PS! PARCEL YAP„0 65.4 PARCEL MAP N09204v PVC SCHEDULE 40 SPRINKLER LATERAL DRAWN BY. SHEET RWS DESIGN GROUP, INC. 2 6TH STREET ------- —' PVC SCHEDULE 40 IRRIGATION MAIN, 3/4`TO 1-112'SIZE O F r __-- PLANNING AND LANDSCAPE ARCHITECTURE D�2-112' W 2•R66 US 4YA�.)NM 160.YdTION YILJO,CA-WWI PVC CLASS 315 IRRIGATION MAIN,2-AN D2-112- PVC SCHEDULE 40= SLEEVE CHECKED BY: DRAWING No. Q I PARCEL 12 � PARCEL 2 PARCEL 3 PARCEL t PARCEL a NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS 0 10' 20' 30' 60' 90' LPR REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION.REFER TO MANUFACTURERS LITERATURE. Toby McRens- Irrigation Consultant RJ M FILE NAME 333 Avenida Adobe _ J San Clemente,CA.92672 600-06.DWG L TN(714)4084483 Fax(714)4924312 PROJECT SHEET NO. _ OF — I W_ aPARCELI z g W . a I Z ' «� INSTALL (2) TREE BUBBLERS FOR W 3 EACH TREE. LOCATE BUBBLERS ON } Y X CONTRACTOR SHALL MAKE A SMOOTH OPPOSITE SIDES NEAR ROOT BALL. w AND CLEAN TRANSITION WHEN ADJOINING EXISTING PLANTER TO THE WEST j t 2:1 2:1 2: 1 - - ACB ACB SEE DRAWING — - - - --- --Q - --- — -- - — — -- -- - --1531 FOR THIS AREA. CL 6th TRE �I I' 1/B - - - -- --- - - - - + 0 5 U 53+0 o A17 TRENCHING PER DETAILS A 19- 145o m Q A 13 740 A q8o A t+ 76z)m F 2q -- . -- — -- . EX.W - - • . 517.68 CONNECT TO EXISTING 2-1/2"GATE VALVE AND STUBBED OUT CONTROL WIRES A-12 TO A-24.EXTi END COMMON, SPARE AND CONTROL WIRES TO NEW VALVES. Ln57 (� PROVIDE FULL COVERAGE WITH PARCEL 8 + EXISTING IRRIGATION SYSTEM. 19t LOCATION OF EXISTING IRRIGATION METER: SOUTH SIDE OF 6 th STREET AT STATION 37+00 Q IRRIGATION NOTES THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES,ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK, UTILITY LINES AND CITY Pf1ESSURE CALCULATIONS EQUIPMENT,AND ARCHITECTURAL FEATURES. IRRIGATION LEGEND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS WATER METER e _ 1 SIZE 1-1/2" AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK, ALL DISCREPANCIES SYMBOLS MANUFACTURER ITEM GPM PATTERN R PSI P-R. ELEVATION 1070' THIS PROJECT IS CONNECTED TO OR WILL DISRUPT AN EXISTING CITY-MAINTAINED -- -- SOURCE TAnc PRESSURE Pr �.6 LOW SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. �. sovacEOFnrFoar.uTtort Hr GARI,o�'ts/N82F_'S LANDSCAPE AND IRRIGATION AREA. PRIOR TO ANY NEW CONSTRUCTION,A JOINT INSPECTION d O RAINBIRD 0 1812-SAM-PRS-COLA 12-POP UP 04 0.6 08 1 6 90 VAN 180 360 10' 30 1 78 PHONE NULIDER C.C.W.D. (9 17) qq7-259/ " THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL AND DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH THE NEW b v o RAINBIRD 6 1812-SAM-PRS-12 06 0.9 13 26 90 VAN 180 360 12' 30 201 DATE OFINFORMTION 40//,5 0 IL UNDERGROUND UTILITIES. PIPES AND STRUCTURES, AND SHALL TAKE SOLE WORKCONTRACTOR, CITY INSPECTOR AND ACITY MAINTENANCE REPRESENTATIVE. ATTHIS 6 6 o X;( RAINBIRD s 1812-SAM-PRS-8 04 06 08 1.6 90 VAN 180 360 a' 30 278 ' RESPONSIBILITY FOR THE RE PAI R/REPLACEMENT,AT NO COST TO THE CITY. FOR • RAINBIRD s 1806-SAM-PRS-1402 TREE BUBBLER 05 360 POINT, THE NEW CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE 30 H.(-'L L LIEANELEVAna+ /270 (RE6URED IF STATIC PRESSURE UNKhOVIt• ANY DAMAGE OF SAID UNDERGROUND FACILITIES. OF THE EXISTING LANDSCAPE AND SHALL MAINTAIN ALL AREAS UNTIL THE MAINTENANCE kw1wcr ! -+Zwo I,({o MASTER VALVE.ELfGTItIL bVl;w� (0O90 Y/LM*-,F.�-RA17-fi TO GtLr,e - - - ., PERIOD IS COMPLETEAS DIRECTED BY THE CITY INSPECTORA FOLLOW-UP INSPECTION OF RAINBIRD 8 EFBCPPRSB REMOTE CONTROL VALVE WATER METER CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR - OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS, WALLS. BOTH AREAS IS REQUIRED PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW AREA. THE O RA►NBIRD 8 33 DNP QUICKCOUPLING VALVE ELEVATION 0 1070 ETC. THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE EXISTING IRRIGATION. SYSTEM SHALL BE ADJUSTED AS NEEDED AND ANY DAMAGED `✓� x � ^-TT-5 4.0-4 RT-Rw RESILIENT WEDGE GATE VALVE OR BALL VALVE,LINE SIZE 200 x .499= 86.6 COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL , REMOTE CONTROL VALVE ` G SIZE LANDSCAPING REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. AT NO POINT IS THE 0 DATAENSE s 1.25 (2-DR-TP-L 4V-!^ Cv/ CONTROLLER IN STRONGBOX 5B- 24 5s/12a v 1 tUclO Sv¢t� MAMMUM DEN.AND G.PJ.1. CONSTRUCTION CONSTRUCTION CONTRACTOR ALLOWED ACCESS TO THE EXISTING IRRIGATION CONTROLLER m DATA INDU 9 25-_ - 1-11 I FLOW METER PROVIDED K CALSENSE ELEVATION OF WHEN VERTICAL OBSTRUCTIONS(FIRE HYDRANTS.STREET LIGHTS,TREES. ETC.) CABINET WITHOUT A REPRESENTATIVE OF THE CITY BEING PRESENT. CONTRACTOR TO e FEBCO ! 825 Y• i-1/?" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED IN A STRONGBOX HIGHESTHEAD /0710 ALUMINUM ENCLOSURE -SBBC-45 AL - INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO , PROVIDE 24 HOURS NOTICE TO MAINTENANCE FOR CABINET ACCESS. SQUARE FOOTAGE IRRIGATED PREVENT PROPER COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST 004 -CONTA I PRESSURE p 7E P.aJ. THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE VALVE SIZER AND STATION NUMBER oTY• SIZE WAT -Pis—.t.L—os—s I' fj 1-1/'L" WATER METER ! `{' SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER VALVE SIZE I GPM FLOW _ WIL COVERAGE. ALL ADJUST'h�NTS SHALL BE MADE AT NO ADDITIONAL COST TO THE PVC SCHEDULE 40 SPRINKLER LATERAL Q KINS M r - IZi'I PtZE55L1RE �EI�I)C-IIUQ VAL1/E , �P 5F1tIhi4 -�.A 70 Psi �"_ R.P. BACKFLOW DEVICE 12.0 3 eh'- GATE VALVES — ---L-- �2 r WASTER VALV.F& Flow Sensor 7.7 CITY. —•-���� PVC SCHEDULE 40 IRRIGATION MAIN, 314-TO 1-1/2-SIZE -•L-- INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE _ —'— PVC CLASS 315 IRRIGATION MAIN,2'AND2-1/2- NA PRESS REG-(MALLd�PVC SCHEDULE ao SLEEVE -�- MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE(RCV)ON EACH BRANCH. 22 00 2! MA1uJItIN LINE 0�1 00 2"'. LINE PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS rya- REIfOTECONTROLYALVEA55ELSDLY ENCLOSURE FOR IRRIGATION WIRING. REQUIRING ADJUSTMENTS OF RADIUS AT INITIAL INSTALLATION REFER TO MANUFACTURE RS LITERATURE - /` 2" LATERAL UNE LOSS I.25 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER /O ¢ LATERAL UNE LOSS _`4 WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) _ FITTULATERAL UNE toss . Ib APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. ELEV TI toss(t GE . 9 TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. --�- ELEVATION CHANCE(.� `" 2 THE SYSTEM IS DESIGNED FOR THE MTNTMUM OPERATING PRESSURE AS SHOWN AT TOTAL SYSTEM LOSSES: 35 38 EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE RRESSURETOOPERA7EHEAD: 0 WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY � -� `'• � � CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. Q,P Rj• TOTAL PRESSURE RECUIR£D: 6�.7a9�y LOWEST STATIC PRESSURE AVAILABLE. $6•G ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE y J PRE-SET WATT PR PRESSURE(1F REOURED): AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. CITY RE UIRED R SIDUAL W: � CITY REOUIR£D RESIDUAL WATER PRESSURE: 15•20 PSI W . 250ni Q ALL POP-UP TYPE SPRINKLER HEADS INSTALLED-SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS' 'ABOVE FINISHED GRADE. ' 9-30-01/: o # : T REFERENCE MAP: SITE CEM Il DESCRIPTION OF REVISION 7TH STREET Lli CITY OF RANCHO CUCAMONGA REFER TO SPECIFICATIONS SI}Ef�B. `� SIXTH STREET MEDIAN l Q Q LLJ - STA. 44+65.00 TO MILLIKEN AVE. EL 9 IRRIGATION PLAN Z PARCEL 11 PARCEL 10 ?PARC Z 4' L.' ' W I SEE SHE T L-6 Y PARCEL MAP NO. 6544 PARCEL 14AP N0.9204 FOR PLA TING PLAN. H -J—' APPROVED BY: DATE: eO M CITY ENGINEER RCE No. 24953 L___N 6TH STREET —��rT-2 _ _ _ DESIGNED BY: RECOMMENDED: W ————————————— V DRAWN BY: RJM SHEET Q I I PARCEL 12 I __ - RWS DESIGN GROUP, INC. 3 OF U PUNNING AND LANDSCAPE ARCHITECTURE PARCEL 2 PARCEL 3 PARCEL 1 PARCEL 8 "ve"a W RAMMU&sum M.W999"VLM.C."L""I CHECKED BY:NNW DRAWING No. 0 10' 20' 30' 60' 90' LPR Toby Mertens-Irrigation Consultant 333 Avenida Adobe RJM FILE NAME: San Clemente,CA.92672 600-06.DWG 7,3? -L Tel(714)49B-44£13 Fax(714)4924312 PROJECT SHEET NO. OF STAND ALONE CONTROLLER WITH ANTENNA HI-POP SHRUB HEAD BODY SET TO a TA•PF-R MUL r-14l AWAY FROM 114SA D 11,C ABOVE FINISH GRADE ANT 1 ANTENNA PORT Z w FINISH GRADE EPDXY FILLED LOCATED 0 3r OUTSIDE OF BOX. g m t INSTALLATION/LOCATION u...,`., `.. COAXIAL CABLE Z F PER CITY AND CALSENSE tt i(„I,tt HARDSCAPING(SEE NOTE 4) ROUND PLASTIC VALVE BOX & REPRESENTATIVE, WOO WHITE W COVER ETCHED "IRRIGATION GAT!~ _ GRAIN CAP BLUE o (CARSON OREQUAL) CALSENSE CONTROLLER - FINISH GRADE 4" MULGFF IAYt?tz `t;tr LLttt MODEL NO. PER PLANS . . iv Z III-III-III i I_I I II I -_ - - (ALS g ILO merAU"c 9VULE� - 6' PVC COUJLER \� \ RED 'CONNECTOR P GALSE TP _-_ EP a M III-III-III III- t ¢ �� CONNECTOR OR EQUAL � WATERPROOF FINISH GRADE ® W/DEEpV.P. :1 j3ox -III-III I I-III 120 VOLT DUPLEX ----0, CALSENSE HARNESS w BLACK _ OUTLET (GFCD ® -I I _ o PIG TAIL EXPANSION - I- - -I I I-I I I I I -I I I I o IRRIGATION CONTROLLER LOOP (MIN.24" LONGI (-I I-III III-I I- �,;III I I-III ��s�r C/ACS Tr-( _ -BUBBLER �I I I-I� BALL VALVE - 1 1/2" OR SMALLER WITH �I _ _ STAINLESS STEEL HANDLE _ T,z,�slenrr -� I �I I-I I III-I I �d' 'i III I- PLASTIC VALVE BOX (CARSON ORWATERPROOF ALLI I-)III WIRE CONNECTIONS _EQUAL) WITH PLASTIC INTEGRATED x _ _ ESILIENT WEDGE - 2 OR LARGER WITH 1 Z = I _ CLEAN BACKFILL - SEE �I 111 I I II I I=- SPECS. FOR MATERIAL. LOCKING LID. PLACE AT GRADE IN x x ATE VALVE 2" OPERATING NUT6` SEWER PVTURF AREAS AND 3" ABOVE IN '� x EPDXY COATEDFIELD WIRES : I- 909: COMPACTION REQUIRED -SEWER PIPE PLANT BED. -III=11 III-I VALVE AoV. ILLI I1-I I =_PIG TAIL EXPANSION t0 PROVIDE s" MIN. OF SANDLOOP IMIN.24' LONG) k ` WHITE k (COMMON) -11 III- BEDDING AND SHADDING - - M4 WASHED GRAVEL �° . OF 14 BLUE DO °°° PVC SCH. 40 WIRES =IMI IIT I ENCLOSURE MOUNT - 1 1=III=1 I�I I I _-I . . . .•,-.•...... . . . . . . I I I SPRINKLER LATERAL - El I - - e° °° RED MASTER CONTROL g - „ • . . 0 0 O o • BLACK VALVE I - - _ - I NOTES: - • • • • • • - CONTROL WIRE SLEEVE - _ SIZE PER PLAN INSTALL II=I1, SCH 40 PVC 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL - ADJACENT TO PRESSURE ° ' °° F1j► -I I-� .;g MARLEX 90' STREET ELL 90' STREET ELL CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR -) • • • • • • • • • • • • • . • • _ o _ PRIOR TO CONSTRUCTION. SUPPLY LINE FLOW METER Z NON-PRESSURE -I I DIAMETER SAME VIII-I I I-III- LATERAL FITTING MARLEX 90 STREET ELL _ _ _ _• • _ SIZE AS FLOW -_I I�I I I a••0 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN _ METER SIZE to o46 II I -III-_ _ _ _ PRESSURE SUPPLY LINE ,o,p• _ NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE SEQUENCE OF REMOTE CONTROL VALVES. - SEE C3l�gR DIAMETER SAME SIZE III-I o'A `o.b I(-III: -I I (_ _III-III-I I -III-III_ SLEEVE - SIZE TWICE -III-11 o-o `�`o.'a TYPICAL (2) PLACES DIAMETER OF PRESSURE /2/d/9�}TiOit/ P/pF_ AS FLOW METER SIZE ) 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH I II I SUPPLY LINE ` I y ANTI-DRAIN VALVE AS REQUIRED BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE 6" Np �+O -III-III-III-I 111=III-III-I WIRE AT THE ENCLOSURE, MINIMUM DISTANCE DOWNSTREAM OF 2GbT8ALL 3/4" WASHED CRUSHED NOTE: 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. NON-PRESSURE LATERAL NOTES: UNINTERRUPTED PIPE (SX DIAMETER 1. LOCATE HEAD 2" TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, LINE SLEEVE - SIZE TWICE OF FLOW METER SIZE) AGGREGATE BASE AND EDGES OF LAWN. 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE DIAMETER OF NON-PRESSURE L3 �/Lrr NOTES: CONTROL VALVES. NOTES: 1. DEPTH OF SUMP SHALL BE PER SOIL / MINIMUM DISTANCE UPSTREAM OF 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE CONDITION OR 3' MIN. / UNINTERRUPTED PIPE 0OX DIAMETER OF FLOW METER SIZE) 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. /// 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. •, IDTR21 AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4„ 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. SYSTEM PRIOR TO ACCEPTANCE, 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. N 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND ei 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW �L�+� Ar0 SC�9tL4: VALVE NUMBER. STRUCTURAL SECTION). CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA ,p APPROVED BY APPROVED BY. STANDARD PLAN CONTROLLER ASSEMBLY STANDARD PLAN b APPROVED By, W HI-POP SHRUB SPRAY w STANDARD PLAN APPROVED BYE STANDARD PLAN �APPROVED BYE Tn INSTALLATION - TYPE A W TYPICAL SLEEVING TREE BUBBLER SUMP o FLOW METER INSTALLATION STANDARD PLAN w APPROVED BY .' ['A i�j1L1 STANDARD PLAN N _ _ - 3 YorrLsmaller w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER > > d - W R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTKIN w CITY ENGINEER > SHEET 1 (� 1 o RCE 24953 SHEET 1 OF 1 ¢ R.C.E. 24953 SHEET 1 OF 1 24953 SHEET 1 OF I DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. R.C.E. 24953 SHEET I OF 1 ¢ R.c.E. 24953 SHEET 1 OF 1 24" STRONG BOX MODEL NO: SS-24SS/120V TO SPRINKLER - ANGLE PIPE TO hU57A_U- A6SEM81_Y W/�/AJ A BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS 5Tr�0Vr,7 BOX SL3BC -4-6 ,5"l- ASSEMBLY SCH 40 PVC MALE ADAPTOR "SNAP-TITS" WATERPROOF 4L UM/AlUMEl1/C.D5UKE NIPPLE - TYPICAL SCH 80 PVC UNION "SNAP-TITS" WATERPROOF CONNECTOR OR EQUAL RAIN BIRD 33 DNP WITH PURPLE ❑ - (4) PLACES CONNECTORS OR EQUAL RUBBER CAP - SUPPLY ONE KEY NOTE: Q BRASS OR PVC NIPPLE WIRE SERVICE LOOP (LOOP PER 12 QCV'S INCLUDING HOSE ENCLOSURE TO BE GROUNDED PER --- - - V) Z ELECTRIC CONTROL VALVE ENOUGH WIRE TO EXTEND WIRE SWIVELS. STRUCTURE OR LOCAL CODE. GROUND ROD TO BE I ( W 3 BUNDLE 6" ABOVE GRADE HARDSCAPING INSTALLED INSIDE ENCLOSURE. ON P(LF_s5 2� m g PLASTIC VALVE BOX MARKED "IRRIGATION RCV' CONTROLLER SIDE. - - �J NIPPLE I- (CARSON OR EQUAL) PLANTER BED ONLY IN --- w ETCHED WITH CONTROLLER SPLICE BOX COVER WITH III- I1 I I- I g AND VALVE SEQUENCE LOCKING TOP ETCHED "S.B" � 6" THICK X 12" WIDE fi d = 18" MAXIMUM _ _ CONCRETE PAD (LENGTH VARIES Z a �� FINISH II I I N II - I I- I-_- I I SLOPEPER )TO DRAIN AT O 6" MIN. to GRADE I I 11 I -I I WT HS 60 MESH RAWER Z rr1 a _ : FINISH GRADE AT GRADE IN LAWN AREAS o D D D D D D II I I O -_ I II I- I MONEL SCREEN (� 2' D D D o 3'-6" X 3'-6" X 6' CONCRETE 3" IN PLANTER BEDS - - - D D o D MIN. II 1 I FOOTING INSTALL A MINIMUM OF Z _ FINISH GRADE - IIII= I I I I=I 1=I v a o 0 0 3" ABOVE GRADE AND SLOPE w UNIQN -I I i 1===1 S W' I- 1 SIDEWALK 4fi _III=III-I =III-I I I-I I II-I I I- ;� n TOP TO DRAIN AT MINIMUM OF 2%. vel - CLEAN BACKFILL - SEE ° PVC SLEEVE Z I-I II MOISTURE - - - ° SCH 40 BRASS NIPPLE 12" MATERIAL. _ REQUIRED HROU�H )III SENSOR III SPECS. FOR ••• _ -I I COMMON WIRE/CONTROL WIRES IN _ _ - •° • • '• '•'•- ••• I o 0 0 0 I I_ I_I I I- III I -I ) I I I -� I-� o I 90% COMPACTION REQUIRED II.•I -1 I - - III II I f o00°° 1 = -� �-III-=-I III III=1 1 CONCRETE PAD ry WHERE SCH 40 BRASS 90° ELL -III- I- III III= REQUIRED III III I I I III III III 3" aCH.40 PVC CONDUIT. -I O III I-�I I I _ I NIPPLE - TYPICAL SCH 40 BRASS 90° STREET ELL - I I I- III 3" I I PIG TAIL EXPANSION STAINLESS STEEL 2) PLACES 12" X 18" GREEN PLASTIC METER ? I- NON-PRESSURE LATERAL LINE: ? -I I FROM WATER SOURCE.III I I- ( O -I I I LOOP (MIN. 24" LONG) BOX. CARSON OR EQUAL z SCH 40 BRASS NIPPLE - MICNIMUM REW CLAMP 3MPPLACES 120 VOLT WIRE IN RIGID STEEL I 6 I _ = SCH. 40 SNAKE PIPE IN _ I _ _ -I ( SCH 40 PVC MALE _ - 24" LONG ( ) CONDUIT (PER LOCAL CODE) 90° SWEEP ELL rF-1 _ TRENCH III I I - I I- ADAPTOR FLOW BRASS ANGLE •bo TO POWER SIDE OF CABINET (TYP.) O0 _ 00 + 9ny COMPACTION =IIITT=TI I I I II� - CO 3" IIIII= VALVE W/UNION - o0 4 REBAR STAKE _ _ I I�I III .; I�REQUIRED , a SCH 80 PVC 90' STREET ELL - -� 124" LONG) 1 " 1 M - I - PRESSURE SUPPLY LINE: I I :.- 3/4" WASHED r- 'o•o. '� •o. ANT 1 ANTENNA PORT EPDXY SCH. 40/CL. 315 SNAKE O METER _ •= I I-� -I I W--► I oo Z_ o o CRUSHED AGGREGATE HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF I -I (- PIPE IN TRENCH I I I `(_LINE :• PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION LOCATION I _ -++ o• ` LIGHT CONTROL AS REQUIRED PER / • I I LINE TO SYSTEMS PER CITY AND CALCENSE REP. !-I PLANS. - '\-CONCRETE - - CONTROL WIRES - BUNDLE I �CONCRETE THRUST BLOCK ELBOW )I I-)I I III-�I SCH 80 PVC NIPPLE ELECTRIC METER PER SCE I= I I - C = AND TAPE AT 15' O.C. AND L PER CCWD STANDARDS TYPICAL (4) PLACES CONTROL do COMMON WIRES -_ _ _ - INSTALL ADJACENT TO CALSENSE RIGID PIPE AND RELATED FITTINGS SHALL BE PER PER PLANSCONTROLLER MODEL N0. -I 1 I I=III I- PRESSURE SUPPLY LINE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. _ REFER TO CONTROLLER III- I- I I I ) III CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO INSTALLATION STD. , PROVIDE 6" MIN. OF SAND NOTES: CONSTRUCTION. Z24VOLT WIRES. TAPED AND SECURITY LIGHT I I-I 6" NP' BEDDING AND SHADDING BUNDLED AT 15 FT. INTERVALS TIMER REQUIRED PER 1. INSTALL PER LOCAL CODES. PLANS. FINISH 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY BRASS NIPPLE 2 CU. FT. PEA GRAVEL GRADE 8' GROUND ROD STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY II II II SCH 40 PVC SXSXT TEE 2' SCH 40 CONDUIT 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) PRESSURE SUPPLY LINE LINE FITTING FOR SECURITY LIGHT MIN. I I I �� MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: WIRING. I I 29 120 VOLT WIRE IN RIGID NOTE: 4. ORIENT UNIT PARALLEL TO STREET. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE ;° STEEL CONDUIT (PER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOCAL CODE) � 1 _ _ ==1 i 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18" MIN. DEPTH 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. N 0 - - I-- N DISIMILAR METALS. C 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. m SII il= 3" AND LARGER 24" MIN. DEPTH N 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER m 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WHEN MAINLINE IS 3" OR LARGER. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA 6 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA p, APPROVED BY: STANDARD PLAN APPROVED BY: QUICK COUPLING VALVE 1PI'I'H METAL STANDARD PLAN "APPROVED BY: CONTROLLER ENCLOSURE STANDARD PLAN .a APPROVED BYE APPROVED BY: .; APPROVED BYE Q STANDARD PLAN REDUCED PRESSURE STANDARD PLAN REMOTE CONTROL VALVE WITH STANDARD PLAN 24 VOLT SPLICE BOX STAKE - FOR NON-TURF AREAS W W TYPICAL TRENCHING o _ _ - TYPE A �_ _ W_ _ BACKFLOW PREVENTER SHUT-OFF VALVE & UNION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER > > > ¢R.C.E. 24953 SHEET 1 OF I ¢ R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER SHEET SHEET 1 Of 1 ¢ SHEET 1 OF ] ¢ DATE USE WITH STANDARD SPECIftCATK)NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 1 1 ¢R.c.E. 24953 SHEET 1 OF 1 ¢ R,�,E, 24953 R.C.E. 24953 R.c.E. 24953 TYPE C2-AR-4000 Ac. FINISH SURFACE TO PLACED NO SOONER THM 14 DAYS NOR LATER Tlwl 35 DAYS AFTER BASE PAVING. SEEN TYPE S AFTER A.C. SkIrt TO 9E WKF TLITFMN RADIO ANTENNA (ANT-1) n flouRs ATTER coNscxlDAT1DN OF BACKF�L. Burt ,qIN v 3W V , 3W INSTALLATION T 12 N 12 MAST BE REMOVED AND REPLACED. 10. OfZ 'Lear j°i['•-'.moi - - - - __ rix ft"Tw COMPACTION IMI. /\\1 Q�QA p Q O Y MOClllrle Screw F °° ° /� z MOUNTING TEMPLATE FOR RADIO ANTENNA P. 7 W% RELATIVE I \ •"•,e':.*: ,• I I �• Qltlw Ry DESCRIPTION OF REVISION COMPACTION MIN. •f a,'�:' • CRUSHED AGGREGATE BASE IN TNENCHES �t \\\\\ r j :.•7 : \\: LESS THAN IN LENGTH. SEE ►40TE ,1. ANT-1 INSTALLATION 3 Mounting Surface h CITY OF RANCHO CUCAMONGA 12- Of Enclosure W .� '•°I �\j\\ © \V\ I I An'enno I Rubber Pod EV. &30-01 IFNSNONGRO�UIREO�m 3.7/16" _ 3.7/16"- * * SIXTH STREET MEDIAN USE CLASS 2 AGGREGATE BASE. _ AS PER STANDARD DWG. NO. 341 m 32 - -,- \ �� cAl� IRRIGATION DETAILS Lockwasher NOTES: 3.5° I"`' Plug a Screw Hex Nut / \ Minimum Into Antenna \ 1. AN trenches 100' in length or longer shot be back Med and coo sofidotM per I / 1.7/16"- 2" 1.19/32•• Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications. 1 f 1•'/a" 2. Spread Boxes may be employed for trench paving jobs less then 500 an. it. COoxfai Coble(48) 1 I APPROVED BY: DATE: 3. AN joints shell be vertical butt joints: lap or feathered joints are not acceptable. Shipped W/ 1 1 1 CITY ENGINEER RCE No. 24953 4. Ur less otherwise instructed by the Gtr Engineer, trench patch shall be straight gmft Model 1 DESIGNED BY: RECOMMENDED: across width, and shot] not be crowned at center. ETl-B+1'R2 / 5. Prior to placement of AC., pavement edge shall be cut to a clean vertical and ETIft>>z 1.5/1G"dia.� 1 �`„ RWS straight edge with tock cool on face of cut. \ J , 7-;� \ Mounting DRAWN BY: RJM SHEET 6. The entire traveled lane, 12' min., shoe be overfayed with 10' min. C2-AR-4000 A.C. • -!- Screw using a self Propelled paving machine (BARBER GREEN, SLAW KNOX or equal) for ON R DESIGN GROUP, INC. 4 OF at trenches 500 in length or longer. D" " Holes(4) / RWS 01 e4i 7. Permo w A.C. Patch. which shat be ornwA wnn 0.25' thick or 0.10• thicker Men ex:slirp - whk4wve. -- - - - 1 is great« - as directed e7 the En , ee+ in the /field. .� . CAISENSE PLANNING AND LANDSCAPE ARCLTITEtTULte CiL.D I.5..�.sum.�.>a�..a.°.�..:..� CHECKED BY- DRAWING No. a° CI'T'Y OF RANCHO CUCAMONGA, CALIFORNIA ' LPR APPROVED Dr. ------ - ----- STANDARD PLAN RJM FILE NAME: TRENCH REPAIR 120 S CITY ENGINEER LATE USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION 600-06.DWG 738 _L uc RCE 24953 r•R�l t t PROJECT SHEET NO. OF -t i I i i ------200' — -- VERIFY MINIMUM PLANTING fl EDGE N THE FIELD 3 0 zo Fy it 4' 6th STREET j 6TH STREET ' I � LLI INTERLOCKING PAVERS, 2-3/8' (60MM)ORION BRICK, 4' W INSTALLED N HERRINGBONE PATTERN (COLOR BURST 2) V3 RED, � V3 BROWN, V3 CHARCOAL, AS SUPPLED BY PERMA-CONCRETE r215 1679 J (~ (MANUFACTURER), PHONE-. (909) 653-1187,OR APPROVED EQUAL. 0 BRICK MUST MATCH EXISTING MEDIAN CONDITIONS. SEE DETAIL D, SHEET 7. Q 00 # # e Q o 0 0 o U o 0 0 0 - _D ° no ° ° UO o 0 SITE REFERENCE MAP: PLANTING NOTES= PLANTING NOTES (CONTINUED): 22 THE FOLLOWING SOL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOL L L7TH STREET L LANDSCAPE AREAS SI-TALL RECEIVE 4' OF WOOD CHAP MULCH UNDER ALL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS ® ° TREES AND SHRUBS, AND GROUNDCOVER AREAS,PURSUANT TO THE (SEE SPECIFICATIONS). ROTOTL THE REQUIRED SOIL AMENDMENTS 6' INTO THE SOL AT CITY STANDARDS AND DETALS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE REQUIRED RATES PER 1,000 SQ. FT.: THE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO 4 CY NITROGEN STABILIZED SAWDUST CO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 120 LBS. GYPSUM NTRAVAIA SAND AND GRAVEL 125 LBS. GRO-POWER PLUS UPLAND,CA 23. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS N CONJL NCTiON WITH THE (909)982-6713 INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE Q > BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED co o PARCEL 11 PARCEL 10 PARCEL 9 a Z ALL TREES WITHINA SPECIES SHALL HAVE MATCHING FORM. AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. g w 24. CONRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED w Y 3. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE PARCEL MAP NO. 6544 PARCEL MAP N0.92o4 �J I I CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF 4. REFER TO PLANTING SPECIFICATIONS FOR SOL PREPARATION, FERTILIZATION, MULCNNG, ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED BY THE CITY. 6TH STREET r------- AND OTHER ADDITIONAL PLANTING INFORMATION. 25, W ENEVER SHPUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS 77�o - - - — — — �� T 5. ALL PLANT MATERIAL SHALL BE APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO ARE ADJACENT TO PRIVLANDSCAPE AREAS ATE LAND THE DSCAPE ARE1T OF AS, A CONCRETE HEADERS REQUIRED,THAT IS_ A DIRECT RESULT OF THE PURSUANT TO CITY 1 > — ————— —— INSTALLATION. STANDARDS AND DETALS HEREON.Q I PARCEL 12 I v I 6. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE PARCEL 2 PARCEL 3 PARCEL 1 PARCEL 8 CITY'S AUTHORIZED REPRESENTATIVE. FINAL TREE PLACEMENT SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER FOR SITE LINE CLEARANCES PRIOR TO INSTALLATION. PLANTING LEGEND' 7. CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO SYMBOL BOTANICAL NAME COMMON NAME QTY. SIZE COMMENTS COORDINATE PROJECT INSPECTION SCHEDULES. SEE SHEET L-2 FOR 8. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD, PLANT PIT DIMENSIONS AND TREES- BACKFILL REQUIREMENTS. IRRIGATION PLAN T-I LAGERSTROEMIA INDICA 'RLIBRA' CRAPE MYRTLE 42 24' BOX STANDARD, 9. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT (NOTE CITY ARBORIST TO APPROVE TREES BEFORE PLANTING) 20' O.C. LANDSCAPE ARCHITECT AND CITY FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS (D KNOWN TO THE LANDSCAPE ARCHITECT AND CITY WLL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. SHRUBS: 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS ° S-1 NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 423 5 GAL. 2'-0" O.C. SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF GROUNDCOVERS: VERIFY MINIMUM PLANTING QUALITY AS DETERMINED BY THE CITY/LANDSCAPE ARCHITECT. MATERIAL FOUND EDGE N THE FIELD UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. ® G-I TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1750 1 GAL. 2'-0" O.C. 191' n. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS SYMBOL LEGEND OR PLANT DISEASES. PRE-SELECTED OR TAGGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S TREES SHRUBS OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. w 6 >O 12. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMLIA12 WITH ALL 6 TREE QTY 413 SHRUB QTY m " T-i UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE T-I TREE SYMBOL S-1 SHRUB SYMBOL 19' I r 4' w �0 RESPONSIBILITY FOR ANY COST NCURRED DUE TO DAMAGE OF SAID UTILITIES. w 13. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH 7 PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE NOTE ' FOR 12EMOVNG AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANT NG AREAS w j x I s T INTERLOCKING PAVERS: 2-3/8' (60MM)ORION BRICK, W WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. CONTRACTOR SHALL F O f PLANTING SPECIFICATIONS SEE N E T 9. Z 4' INSTALLED IN HERRINGBONE PATTERN (COLOR BURST 2) 1/3 RED, -n ASSUME FULL RESPONSIBLITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE V3 BROWN, 1/3 CHARCOAL, AS SUPPLIED BY PERMA-CONCRETE SUCH NOTIFICATION. 0 71 208 (MANUFACTURER), PHONE, (909) 653-I87,OR APPROVED EQUAL. Z Q BRICK MUST MATCH EXISTING MEDIAN CONDITIONS. w 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS G-I S-I SEE DETAIL D, SHEET 7. > AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. of Q NOSC 15. PLANT MATERIAL QUANTITES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND c'') O �'� AP o e SPECED SPACING SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT �i QgA� P Ay �� DESCRIPTION OF REVISION IFI ° MATERIAL QUANTITIES PER PLAN. It 1^ CITY OF RANCHO CU CAM ON GA 16. CONTRACTOR TO ASSURE POSITIVE DRAINAGE N ALL PLANTING AREAS - 2`6 MINIMUM �;j ¢ 2� ALLOWED. J Exp. 9-30-01 o ° ° n• ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT u * �► SIXTH STREET MEDIAN Z PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL J` JBY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. l'4Tf OF CAI���`,t UTICA AVE TO CLEVELAND AVE. 18. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE EXCAVATIONS, SHOULD IMPORT SOL BE NECESSARY, INDICATE SOURCE LOCATION. PLANTING PLAN W SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBITHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED J d I AND APPROVED PRIOR TO SOL IMPLEMENTATION. APPROVED BY: DATE: CITY ENGINEER RCE No. 24953 19. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN DESIGNED BY: L RECOMME D ONE-HALF THE SPECIFIED ON-CENTER SPACING. RWS A 20. REMOVE ALL NURSERY STAKES IMMEDIATELY AFTER INSTALLATION, UPON PROVIDING DRAWN BY: RJM SHEET RWS DESIGN GROUP, INC. r5 OF 9 SUPPORT PER DETAIL. PLANNrNG AND LANDSCAPE ARMTEMME roue us u m....UfR 2e0.MEN"vw0.C&rul A CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CHECKED BY: DRAWING No. CITY. 0 10' 20' 30' 60' 90' LPR RJM FILE NAME: 600-04.DWG 123 -L I PROJECT SHEET NO.---------- OF -- ------- i CONTRACTOR SHALL MAKE A PARCEL 9 SMOOTH AND CLEAN TRANSITION WHEN ADJOINING EXISTING Z I PLANTER TO THE WEST. LLJ > 3 Q X W Z I :1 2:1Ld Y W 2:1 J_ ACB Z/ ACD GL 6th STREET 331' i 49+00 50+00 51+00 52+00 53+0 SEE GWG. NO. SECTION A INTERLOCKING PAVERS, 2-3/8' (60MM)ORION BRICK, INSTALLED IN HERRINGBONE PATTERN (COLOR BURST 2) 1/3 RED, 1531 FOR THIS AREA (SEE BELOW) ' 886 358 20 V3 BROWN, 1/3 CHARCOAL, AS SUPPLED BY DERMA-CONCRETE (MANUFACTURER), PHONE: (909) 653-187,OR APPROVED EQUAL. G-I S-I T-I BRICK MUST MATCH EXISTING MEDIAN CONDITIONS. _EXV SEE DETAIL D, SHEET 7. + EX,W EX.W + EX.W Al­ 517.68 N 88011'41'W O I PARCEL 8 Q V) NOTE: SOILS TESTS REQUIRED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PLANTING LEGEND THIS AREA MAY HAVE RESIDUAL HERBICIDES IN THE SOIL. IN ADDITION TO THE REQUIRED AGRONOMIC SYMBOL BOTAMCAL NAME COMMON NAME QTY. SIZE COMMENTS SUITABILITY TESTING, THE CONTRACTOR SHALL HAVE A SOILS LAB TAKE SAMPLES AND PERFORM TREES: GREENHOUSE GROWTH TRIALS. THE RECOMMENDATIONS OF ALL TESTS SHALL BE PROVIDED TO THE PUBLIC WORKS INSPECTOR, AND SHALL SUPERCEDE ANY RECOMMENDATIONS SHOWN ON THE PLANS. ■ T-I LAGERSTROEMIA INDICA 'RUBRA' CRAPE MYRTLE 20 24" BOX STANDARD, THE CONTRACTOR IS ADVISED THAT SOIL EXCAVATION AND DISPOSAL MAY BE REQUIRED AS A (NOTE: CITY ARBORIST TO APPROVE TREES BEFORE PLANTING) 20' O.C. RESULT OF THESE TESTS. ANY IMPORT SOILS MUST FIRST HAVE A SOURCE APPROVED BY THE PUBLIC WORKS INSPECTOR. SHRUBS! o S-1 NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 358 5 GAL. 2'-0" O.C. \ / CONSTRUCTION NOTES FOR STREET TREES: GROUNDCOVERS: \ 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO DETAILS AND SPECIFICATIONS HEREON AS PROXIMITY _ -` TO HARDSCAPE DICTATES. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER THAN ® G-1 TRACHELOSPERMUM JASMINOIDES STAR JASMINE 886 1 GAL. 2'-0" O.C. i I _ THREE FEET (3 ) TO THE FACE OF CURB, EDGE OF SIDEWALK OR FACE OF WALL, UNLESS OTHERWISE NOTED. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SYMBOL LEGEND I SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ! 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. TREES SHRUBS i 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I 16 EE QTY 13 SHRUB QTY T-1 TREE SYMBOL S-I SNUB SYMBOL SECTION A NOTE: V4" - r-O" ROADWAY HARD PLANTER HARD ROADWAY XERISCAPE ASSESSMENT SYSTEM SUMMARY FOP PLANTING SPECIFICATIONS, SEE SHEET 9. ISCAPEI ISCAPEII. LANDSCAPE [POINT VALUE] POINTS CLAIMED REFERENCE (SHT#/REF.#) SITE REFERENCE MAP: 1. WATER CONSERVING PLANTS.[20] 10 5-6 0 2. TURF LIMITED TO 25% (45% RESIDENTIAL). [20] 20 5-6LL 0 �,�►NDSC,� 3. PLANTS GROUPED BY WATERING NEED. [20] 10 5-6 � PAY P. it DESCRIPTION OF REVISION 7TH STREET 4. HARDSCAPE (NON-IRRIGATED) SURFACES. [10] 10 5-6 II ti 5. PERMEABLE PAVING. [5] 0 6. LOW-WATER TURF VARIETIES.[5] 0 cr_ . 250 CITY OF RANCHO CU CAM ON GA 7. MULCH PROVIDED IN NON-GROUND COVER AREAS. [5] 5 5-6 J Exp 9-30-oI 8. SOIL AMENDMENTS. [5] 5 5-6 � * * SIXTH STREET MEDIAN I I W TOTAL POINTS CLAIMED: 60 OF CA d STA. 44+65.00 TO MILLIKEN AVE. Q a PARCEL 11 PARCEL 10 PARCEL 9 [MINIMUM POINTS REQUIRED: 60] PLANTING PLAN � II. IRRIGATION [POINT VALUE] POINTS CLAIMED REFERENCE (SHT#/REF.#)> $ P" ' Uj APPROVED BY: DATE: " � N0' °S`` P' MAPN09204 1. LOW GALLONAGE IRRIGATION SYSSTEM.[20] 20 2-3 CITY ENGINEER RCE No. 24953 U ---- --- -- 6TH STREET 2. AUTOMATIC CONTROLLER.[20] 20 2-3 — —SHEET-5 — — — 3. DESIGNED TO WATER PLANTS BY WATERING NEEDS.[10] 102-3 DESIGNED BY: RECOMMENDED: _____________ 4. SOIL MOISTURE SENSORS.[10] p RWS �`' S. RAIN SENSORS.[5] 5 2-3 4/9 Q I PARCEL 12 I DRAWN BY: RJM SHEET 6. WIND SENSORS.[5] 5 2-3 PWS DESIGN GROUP, INC. 6 OF 9 W .■ 16 7. SENSITIVE TO SLOPE FACTORS.[5] 5 2-3 PIAN,M,G An U"SCAPE ARCMnCT E r7m "NVIA MM 0.19 MM 8110,C1 OHM � PARCEL 2 PARCEL 3 PARCEL 1 PARCEL 8 $. RECLAIMED OR RECYCLED WATER.[5] 0 CHECKED BY: DRAWING No. ... `� — O IO' 20' 30' 60' 90' SEE SHEET L3 FOR ?� TOTAL POINTS CLAIMED: 65 LPR IRRIGATION PLAN [MINIMUM POINTS REQUIRED: 60] RJM FILE NAME: 600-04.DWG PROJECT SHEET NO. OF NOTES: 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N 7 9 01 01 01 01 0& W E 5 ONE HALF OF SPACING v REQUIREMENT P g = 29' LIMIT OF PLANTER AREA S Q����,a ° 6 TIGHTLY COMPACTED 3' BERM TO FORM TOP TIE TO BE PLACED AS DEPRESSED WATERING BASIN. LOW AS POSSIBLE ON THE _C14A "° ' " •* . TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW ° �� 4 4 WOOD CHIP MULCH. FLEXING OF THE TREE. BUT HEAD OF TREE WHERE - a� TOP OF ROOTBALL TONOT SO LOW AS TO LOSE N SPECIES GROWTH HABIT PERMITS. .a �' „ f " _ _ _ i . ' .� :�'f � EXTEND 2 ABOVE �� SUPPORT OR ALLOW 4J =III • _ - -- _ FINISH GRADE THE HEAD TO DROP. MAIN TRUNK I-1 1= -III III=1 (2) SETS OF CINCH TIES SPACED 24" -I -i I i= � I I- x APART, ATTACH WITH GALVANIZED 8 SCREWS TO 8' LODGE POLES. 12" MAX 2" DIA. LODGE POLE PINE STAKES WITH 1 DRIVE WA MIIN MUMOD EOFATIVE 6" INTO�N, UNDISTURBED SOIL AND POSITION 2 4 <v� STAKES OUTSIDE ROOT BALL. =1 I III-I I=III= ARBOR GUARD IN TURF AREAS AND EQUA I I ROOT BALL I I=I I I-I I I- FRONT YARDS. TOP OF ROOTBALL TO EXTEND 2" LEGEND: I I __ __. ___ ___ ___ __ III I I_ PLANT PIT TO BE (2) TIMES THE ABOVE FINISH GRADE. -III-III-I I IEEI I 1-III-1 I :11 111-I I I WIDTH OF THE ROOT BALL. TIGHTLY COMPACTED 3" BERM TO FORM 1 . INTERLOCKING CONCRETE PAVERS PER SPECSWATERING BASIN FOR RESIDENTIAL AND IIIIII I II III II=II IIII-II III- GROUND COVER INSTALLATIONS. LOCATE 2. SAND BEDDING COURSE (1" MIN., 2" MAX.) -III-III-III-III-III-I I �I I I-I III OUTSIDE OF PLANT PIT. BERMS IN TURF -�I I=II�=III-III=III-I -III=I AREAS TO BE REMOVED PRIOR TO CITY 3. 4" CONCRETE BASE NOTE: -III-III-III-III-III-III- -III- ACCEPTANCE 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 4. COMPACTED SUBGRADE SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON NATIVE BACKFILL WITH NO PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ROCKS GREATER THAN 3" 11 i--1 I F7_1 I ���< - I 5. CURB DIAMETER. II1=1II /�//v�'i� >`/i�Ni _ 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS ORSIMI1 �� %/� '«� --III=III - 6. ASPHALT CONCRETE PAVING SHAILLRBEIMPLAN�ED TLONE-HALF THE DEAND SIGNCOVER ATED SPACING UNDISTURBED NATIVE SOIL. ril I I7. fi" CONCRETE HEADER PER DETAIL AT RIGHT FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. II NOTES: \ \ ROOT BALL / III- �� I - NATIVE BACKFILL WITH NO 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE II /�/� / / -III- ROCKS GREATER THAN 3" DIA. 8. #3 REBAR, CONTINUOUS, PER CONCRETE HEADER DETAIL AT RIGHT OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE OF ROOT BALL. DO NOT CRACK ROOT BALL. I - -_ - _- I I I=I LEGEND ARE ESTIMATES ONLY. III--III- I l i--III 1=111=111==1 I I=III- I L I I=1 I ul I l_ 9. MULCH PER DETAIL III=III=III-1 III-IILEI II=III=III 11=III-III �' III-III-III-III I-III-III-III-III- III-III-III- SOIL UNDISTURBED 10. FINISH GRADE N I II-III-l11=III=III-III-III=III=111=III=111=III-III=1 III=1�1-I�I_I�I_I�►-III-I�►=1�I=uI_I�I-I�hl�t:-1�I-ISL 10 TWICE ROOT BALL WIDTH 1 N to CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA j PAVERS APPROVED BY SHRUB AND GROUND COVER STANDARD PLAN ^ APPROVED BY STANDARD PLAN APPROVED BY. STANDARD PLAN W SPACING 0 CONTAINER PLANTING W DOUBLE STAKED TREE � 5 GAL 24 BOX W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 Cr R.C.E. 24953 SHEET 1 OF 1 R.C.E. 24953 SHEET 1 OF I W R,C.E, 249`53 SPECIFICATION INTERLOCKING PAVING STONES CONCRETE HEADER - 1/2" RADIUS EXPOSED EDGES AND FINISH PER PLAN 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE Part 1 - GENERAL 2'-8" EQUAL EQUAL 6" 2'-8" CROSSINGS) 1.1 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS 4" OF COMPACTED WOOD CHIP 6" OR 8" FINISH GRADE A. Preparation of sub-base MULCH. EE NOTE B. Installation of base materials. 2% MIN. 2% MIN. INTERLOCKING PAVERS C. Application of soil sterilant. 207. MAX. I 20% MAX. 2� (SEE DETAIL THIS SHEET) HARDSCAPING (CONCRETE HEADER, 1.2 SUBMITTALS - " " - - -- L CURB & GUTTER, SIDEWALK, ETC.) MEDIAN CURB FINISH GRADE lEdA. In accordance with section entitled "Shop Drawings, Product Data and Samples". y I �_� I ( I- Two samples of paving stones shall be submitted to the City of Rancho Cucamonga 12" �- to indicate colors to be supplied on this job. Colors to be selected from manu- facturers available paving stone colors. Paver color to be approved by the CONCRETE HEADER PER DETAIL THIS SHEET 3 RE-BAR CONTINUOUS City Engineer and City Planner. -I I 1 i II I II I I II I UNLESS OTHERWISE INSTRUCTED) FINISH GRADE 1.3 PRODUCT HANDLING A. Paving stones shall be delivered and unloaded at jobsite on pallets and bound in such a manner that no damage occurs to the product during hauling, handling NOTE: _ or unloading at the jobsite. � � ( � I I 1 d I Ed I Ed I Ed I I-I I I- LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH PER DETAIL -III-I�I I II I II II I II I I=1 11=1 11=1 11=1 I I III=1 11=1 11=1 NOTES: Part 2 - PRODUCT INFORMATION THIS SHEET. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION SHOVEL CUT EDGE COMPACTED JOINTS AT 20'-0" O.C. 2.1 All interlocking concrete paving stones shall be in accordance with the NATIVE SOIL 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND patterns as shown on these plans where designated. These products shall be GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND supplied by: Perma Concrete, 12490 Day Street, Moreno Valley, CA 92388, 0 PRIVATELY-MAINTAINED AREAS. Phone: (909)653-1187. TYPICAL SECTION AT MEDIAN N 3. CONCRETE TO BE 520-C-2500 MIN. 2.2 MATERIALS to A. All interlocking concrete paving stones shall conform to the following specifications. „ , „ o 1 . Pavers shall have a minimum compressive strength of 8,000 PSI in 3/8 = 1 -0 N CITY OF RANCHO CUCAMONGA, CALIFORNIA accordance with testing procedures ASTM C-140. NOTES: ""APPROVED BY 2. Materials used to manufacture interlocking concrete paving stones shall STANDARD PLAN 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL o CONCRETE HEADER conform to the following. SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. a. Cement - ASTM C-150 (Portland Cement) W CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION b. Aggregates - ASTM C-33 (washed, graded sand and rock, no expanded 2. MULCH UNDER ALL PLANTING AS DIRECTED ON THE PLANS. Cr R.C.E. 24953 SHEET I OF 1 shale or lightweight aggregates). 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 3. Size, ana pe, design and colors shall be in accordance with details as noted 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. Pl B. SAND LAYING COURSE - Should be a clean washed sand with 100% passing a No. 4 sieve size and a maximum of 3% passing a No. 200 sieve size; this is commonly known as concrete sand. 1. Thickness of sand laying course should be uniform to insure an even surface. DESCRIPTION OF REVISION j The designed thickness should be 1" min., 2" max. 2. The sand laying course should be the responsibility of the paving stone installer. CITY OF RANCHO CUCAMONGA Part 3 - INSTALLATION OF INTERLOCKING CONCRETE PAVING STONES N SIXTH STREET MEDIAN 3.1 Pavers shall be clean and free of foreign materials before installation. o j CITY OF RANCHO CUCAMONGA, CALIFORNIA PLANTING DETAILSCq j 3.2 Installation sould start from a corner or straight edge and proceed forward over the APPROVED BY, undisturbed sand laying course. STANDARD PLAN W MULCH INSTALLATION 3.3 Paving work shall be plumb, level and true to line and grade; shall be installed properly, s COII1CIde and align with adjacent work and elevations. All edges must be retained w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 1 f 9 J ( 9 � R.C.E. 24953 to secure the perimeter stones and the sand laying course). APPROVED BY: DATE: C� A. Paving stones should be installed hand tight and level on the undisturbed sand CITY ENGINEER RCE No. 24953 laying course. String lines should be used to hold pattern lines true. B. A Roller Vibrator or Plate Vibrator should be used to compact the stones and to DESIGNED BY: RECOMMEND : vibrate the sand up into the joints between the stones. Q���V P. R�. RWS C. Concrete sand should be spread over the installed paving stones so that it may be vibrated into the joints between the stones. DRAWN BY: RJM SHEET D. Excess sand should be swept into the joints or disposed of from the surface area. W . 250 RWS DESIGN GROUP, INC. 7 OF 9 E. The completed paving stone installation should be washed down and cleaned to cc PLANNING AND LANDSCAPE ARCF1 CrURF rAm W"•"aw■IRS 8",imam"Two.CL""I provide a clean finished workmanlike installation. Ev. 9-30-01 CHECKED BY: DRAWING No. 3.4 Cutting of paving stones can be done with either a double bladed breaker or a masonry *� * LPR saw. However, when cutting is required in roadways or precision designed areas a l4 RJM FILE NAME: masonry saw is recommended. 0i 60004DET.DWG 17.3 O p -L I PROJECT SHEET N0.________OF_________ IRRIGATION SPECIFICATIONS PART 1 - GENERAL i 1.01 DESCRIPTION i A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension from two (2) permanent and services necessary to furnish and install the Irrigation points of reference, such as building corners, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: 3. A 117 volt duplex box shall be provided with an On/Off 2. A fine granular material backfill will be initially System as shown on the Drawings and described herein. edges, rood intersections, etc., the location of the switch, and a 117 volt receptacle. Metal conduit shall placed on all lines. No foreign matter larger than one- following items: We hereby guarantee that the irrigation system we have furnished 1. Backflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. haff (1/2) inch in size will be permitted in the initial B. Standards: All work and materials shall comply with govennIng a. Connection to existing water lines. and installed is free from defects in materials and workmanship, All ower within the housing shall be properly hosed. backfill. indicated on the irrigation drawings. Install backflow P g p p y p codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work has been completed in accordance with the Drawings and prevention units in accordance with the Drawings. minimum requirements of the Standard Specifications For Public c. Gate valves. Specifications, ordinary wear and tear, unusual abuse, or neglect 4. A terminal stn shall be provided, clean indicating3. Flooding of trenches will be permitted only with approval Works Construction Green Book latest edition. d. Routing of sprinkler pressure tines dimension max. P y g P P y g P Y PP ( ) 9 P P excepted. We agree to repair or replace any defects in material or 2. Wye strainers at backflow prevention units shall have a the proper points of connection of all appropriate wiring of the City of Roncho Cucamonga. 100' along routing). workmanship which may develop during the period of one year from bronzed screwed boy with 60 mesh monel screen and shall (station valves, master valve, common, central control). 1.02 QUALITY ASSURANCE & REQUIREMENTS e. Sprinkler control valves. date of acceptance and also to repair or replace any damage be similar to Bailey #100B or approved equal. f. Routing of control wiring and locations of all splice resulting from the repoiring or replacing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. If settlement occurs and subsequent adjustments in pipe, A. Permits and Fees: The Contractor shall obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main tine piping between the point of varves, sprinkler heads, town, planting, or other and all permits and all observations as required. g. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the bockflow preventer shall be installed 1. Refer to the Irrigation Plans for sizes and types of construction are necessary, the Contractor shall make all h. Stub-outs for future connections. after receipt of written notice. In the event of our failure to as required by local code. The Contractor shall verify miscellaneous irrigation equipment. required adjustments without cost to the City. B. Manufacturer's Directions: Manufacturer's directions and I. Other related equipment as directed by the City of make such repairs or replacements within a reasonable time after with the local governing body as to material type and detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shall be as C. Trenching and Backfill Under Paving: manufacturers of articles used in this Contract furnish proceed to have said repairs or replacements made at our expense Submit shop drawing for approval. specified or approved equal. directions covering points not shown in the Drawings and 5. On or before the date of the final field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic Specifications. Contractor shall deliver the corrected and completed 1. Check Valves: concrete, or concrete will be installed, shall be sepias to the City of Rancho Cucamonga. Delivery of PROJECT: 6TH STREET MEDIAN IMPROVEMENTS PART 3 - EXECUTION backfilled with sand (a layer four (4) inches below the C. Ordinances and Regulations: All local, municipal and state the sepias will not relieve the Contractor of the 1. Swing check valves 2" and smaller shall be 200 pound pipe and six (6) inches above the pipe) and compacted in laws, and rules and regulations governing or relating to any responsibility of furnishing required information that CITY OF RANCHO CUCAMONGA W.O.G. bronze construction with replaceable composition, 3.01 OBSERVATION OF SITE CONDITIONS layers to 95% compaction, using manual or mechanical portion of this work are hereby incorporated into and mode a may be omitted from the prints. LOCATION: 6TH STREET BETWEEN UTICA AND MILLIKEN neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted part of these Specifications, and their provisions shall be Specification WW-V--51D, Class A, Type IV. A. All scaled dimensions are approximate. The Contractor shall to equal the compaction of the existing adjacent carried out by the Contractor. Anything contained in these C. Controller Charts: check and verify all size dimensions and receive approval from undisturbed soil and shall be left in a firm unyielding Specifications shall not be construed to conflict with any of SIGNED: 2. Anti-drain valves shaft be of heavy duty virgin PVC the City of Rancho Cucamonga prior to proceeding with work condition. All trenches shall be left flush with the the above rules, regulations, or requirements of the some. 1. As-builts drawings shalt be approved by the City of construction with F.I.P. thread inlet and outlet. under this Section. adjoining grade. The Contractor shall set in place, cap However, when these Specifications and Drawings coil for or Rancho Cucamonga before controller charts are prepared. Internal ports shall be stainless steel and neoprene. and pressure test all piping under paving prior to the describe materials, workmanship, or construction of a better ADDRESSED: Anti-drain valve shall be field adjustable against B. Exercise extreme care in excavating and working near existing paving work, quality, higher standard, or larger size than is required by 2. Provide one controller chart for each controller drawout from 5 to 40 feet of head. Anti-drain valve utilities. The Contractor shall be responsible for damages to the above rules and regulations, the provisions of these sequence, shall be similar to the Valcon "ADV" or approved equal. utilities which ore caused by his operations or neglect. 2. Generally, piping under existing walks is done by Specifications and Drawings shall take precedence.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, or hydraulic driving, but where any 3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete Is D. Explanation of Drawings: controller and shall be the maximum size which the necessary, it shall be done and replaced by the controller door will allow. PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the C. Coordinate Installation of sprinkler materials Including pipe, Contractor as a part of the Contract cost. Permission to automatic controllers and the electric control valves so there shall be no interference with utilities or other cut or break sidewalks and/or concrete shall be obtained 1. Due to the Scale of the Drawings, it is not possible to 4. The chart is to be a reduced Browing of the actual 2.01 MATERIALS shall be made with direct burial copper wire AWG-U.F. 600 construction or difficulty in planting trees, shrubs, and from the City of Rancho Cucamonga. No hydraulic driving j indicate all offsets, fitting, sleeves, etc., which may installed system. However, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving. be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reduced, it A. General: Use only new materials of brands and types noted on within structure shall be made with AWG-TW solid copper the structural and finished conditions affecting all of shall be enlarged to a size that will be readable when drawings, specified herein, or approved equals. wire. Pilot wires shall be a different color wire for D. The Contractor shall carefully check ail grades to satisfy 3. Refer to City Standard 120 "Trench Repair" when within his work and plan his work accordingly, furnished such reduced. each automatic controller. Common wires shall be white himself that he may safely proceed before starting work on the City streets susceptible to traffic loads. fittings, etc., as may be required to meet such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for each automatic irrigation system. conditions. Drawings are generally diagrammatic and 5. The chart shalt be a black line or btueline ozatid print controller. Install in accordance with valve D. Assemblies: Indicative of the work to be installed. The work shall and a different color shall be used to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case 3.02 PREPARATION be installed in such a manner as to avoid conflicts of coverage for each station. be PVC Class 315. shall wire size be less than #14. 1. Routing of sprinkler irrigation lines as indicated on the j between the irrigation system, planting and architectural A. Physical layout: Drawings is diagrammatic. Install lines (and various features. 6. When completed and approved, the chart shall be 2. Class 315 pipe shall be made from an NSF approved Type 1, 2. Wiring shaft occupy the some trench and shall be assemblies) in such a manner as to conform with the hermetically sealed between two pieces of plastic, each Gardel, PVC compound conforming to ASTM resin installed along the some route as pressure supply or 1. Prior to installation, the Contractor shall size stake details in the Drawings. 2. All work called for on the Drawings by notes or details piece being a minimum 20 mils. specification D1784. All pope must meet requirements as lateral lines wherever possible. out oil pressure supply lines, routing and location of such be furnished and installed whether or not set forth in Federal Specification PS-22-70, with on sprinkler heads. 2. Install NO multiple assemblies in plastic lines. Provide specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed in a trench, the each assembly with its own outlet. final field observation of the irrigation system. Pipe). wiring shall be taped together at intervals of fifteen 2. All layout shall be approved by the City of Rancho 3. The Contractor shall not willfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein in accordance system as shown on the Drawings when it is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller with respective detail. In absence of detail drawings or field that obstructions, grade differences, or shall be PVC Schedule 40 with solvent welded joints. 4. An expansion curl shall be provided within three (3) feet B. Water Supply. Specifications pertaining to specific items required to discrepancies in area dimensions exist that might not 1. Prepare and deliver to the City of Rancho Cucamonga of each wire connection. Expansion curl shall be of complete work, perform such work in occordance with best have been considered In engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pipe shall be made from NSF approved Type 1, sufficient length at each splice connection at each 1. The irrigation system shall be connected to water supply standard practice with prior approval of Cit of Rancho P•P PP YP 9 P P P PP Y or differences should be brought to the attention of the construction, two hard-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the point(s) of connection as indicated on the Drawings. Cucamonga. City of Rancho Cucamonga. In the event this notification containing the following information: specification D1785. All pipe must meet requirements as valve bonnet may be brought to the surface without is not performed, the Contractor shall assume full set forth in Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be 2. Connections shall be made at the approximate location(s) 4. PVC pipe and fittings shalt be thoroughly cleaned of responsibility for any revision necessary. a. Index sheet which states Contractors name, address, laid loosely in trench without stress or stretching wire shown on the Drawings. The Contractor is responsible for dirt, dust, and moisture before installation. and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Installation and solvent welding methods shall be as 1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure D2466. recommended by the pipe and fitting manufacturer. names and addresses of manufactures local 5. All splices shall be made with Scotch-Lok #3576 Connector C. Electrical Supply. A. Material list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe abd Sealing Packs, Rainbird Snap-Tile wire connectors., or b. Catalog and parts sheets on every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. Electrical connections for any and all outomatic 5. On PVC to metal connections, the Contractor shall work 1. The Contractor shall furnish the articles, equipment, equipment item installed under this Contract. prescribed b the manufacturer. sealing controllers shall be made to electrical point(s) of the metal connections first. Teflon tae or roved P Y 9 Pack. P PP materials, or processes specified by name in the Drawings connection as indicated on the Drawings. equal, shall be used on all threaded PVC to PVC, and on and Specifications. No substitution will be allowed C. Guarantee statement. 7. All PVC pipe must bear the following morkings: 6. Field splices between the automatic controller and all threaded PVC to metal joints. Light wrench pressure without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed without prior 2. Connections shall be mode at the approximate locations) is all that is required. Where threaded PVC connections Cucamonga. all major equipment. a. Manufacturer's name approval of the City of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for are required, use threaded PVC adopters into which the b. Nominal pipe size minor changes cause by actual site conditions. pipe may be solvent welded. 2. Complete material list shall be submitted prior to 2. In addition to the above mentioned maintenance manuals, C. Schedule or class K. Automatic Controller- performing ontrollerperforming any work. Material list shall include the provide the Citys maintenance personnel with d. Pressure rating in P.S.I. 3.03 INSTALLATION E. Line Clearance: manufacturer, model number, and description of all instructions for major equipment and show evidence in e. NSF (National Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion on the Drawings. A. Trenching: 1. All lines shall have a minimum clearance of six (6) manufacturer and other information may be different, the of the project that this service has been rendered. inches from each other and twelve (12) inches from lines following is a guide to proper submittal format: 8. All fittings shall bear the manufacturer's name or 2. Final location of automatic controller(s) shall be 1. Dig trenches straight and support pipe continuously on of other trades, with the exception of the control wire E. Equipment to be Furnished: trademark, material designation, size, applicable I.P.S. approved by the City of Rancho Cucamonga. bottom of trench. Lay pipe to an even grade. Trenching sleeve(s) which shall be installed adjacent to pressure Item No. Description Manufacturer Model No. schedule and NSF seal of approval. excovation shall follow layout indicated on the Drawings supply line. Parallel lines shall not be installed 1. Supply as a part of this contract the following tools: 3. Unless otherwise noted on the Drawings, the 120 volt and as noted. directly over one another. 1 Backflow Preventer Febco 825Y C. PVC Non-Pressure Lateral Line Piping: electrical power to each automatic controller location is o. Two (2) sets of special tools required for removing. P g' to be furnished' by others. The final electrical hook-up 2. Provide for a minimum of twenty-four (24) inches cover F. Automatic Controller Assembly. 2 Automatic Controller Calsense ETi-DR disassembling and adjusting each type of sprinkler shall be the responsibility of the Contractor. for all irrigation lines installed under paving or 1. Non-pressure buried lateral line piping shall be PVC hardsca and valve supplied on this project. Ping. Install as per manufacturer's instructions. Remote control 3 Master Valve Superior 3100 RCV b. Two (2) four-foot valve keys for operation of gate Schedule 40 with solvent-weld joints when installed in L. Electric Control Valves: valves shall be connected to controller in numerical sequence valves planting areas. 3. Provide for a minimum of twenty-four (24) inches cover as shown on the Drawings. 4 Etc. Etc. Etc. C. Two 2 keys for each automatic controller. All electric control valves shall be the some size and for all pressure supply lines of three (3) inches or d. One �1� 1.quick coupler key and matching hose swivel 2. Non-pressure lateral line piping installed under paved type shown on the Drawings. larger in diameter. G. High Voltage Wiring for Automatic Controller for every five (5) or froction thereof of each type areas shall be PVC Schedule 40 with solvent welded Irrigation submittal must be specific and complete. All of quick coupling valve installed. joints. 4. Provide for a minimum of eighteen 18 inches cover for 9 P P q P 9 2. All electric control valves shall have a manual flow �' ( ) 1. 120 volt power connection to the automatic controller items must by listed and should include solvent, primer, adjustment. all pressure supply lines of two and one half (21A") shall be provided by the Contractor. wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equipment shall be turned over to the inches or smaller manufacturer's literature (catalog cuts) are required as City at the conclusion of the project. Before final 3. Pipe shall be made from NSF approved, Type I, Grade 11 PVC compound conforming to ASTM resin specification 3. Provide and install one control valve box for each 5. Provide for a minimum of twelve 12 inches for ofl non- 2. All electrical work shall conform to local codes, submittal information. observation can occur, evidence that the City has D1784. All pipe must meet requirements set forth in electric control valve. ( ) ordinances, and union authorities having jurisdiction. ' received material must be shown to the City of Rancho P P q pressure lines. 3. The Contractor may submit substitutions for equipment and Cucamonga. Federal Specification PS-22-70 with on appropriate M. Control Valve Boxes: H. Remote Control Valves: materials listed on the Drawings by following procedures standard dimension ratio. 6. Provide for a minimum cover of eighteen (18) inches for as outlined in Section 1.05 of the Irrigation 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for all gate valves. Corson all control wiring. 1. Install where shown on the Drawin s. Where grouped Specifications. 4. Except as noted in paragraphs 1, 2, and 3 of this section P Industries #910-12B with green bolt-down cover or together, allow at least twelve (12 inches between A. Handling of PVC pipe and fittings: The Contractor is pipe an all requirements for non-pressure lateral line 7. Refer to City Standard 120 "Trench Repair" when within 9 P P g approved equal. Extension sleeve shall be PVC with adjacent valve boxes. Install each remote control valve 4. Equipment or materials installed or furnished without cautioned to exercise care in handling, loadin unloading, pipe and fittings shall be the some as for solvent-weld Cit streets susceptible to traffic loads. 9 9� 9� minimum size of six (6) inches. Y P in a separate valve box. prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be pressure main line pipe and fittings as set forth in rejected and the Contractor may be required to remove transported in a vehicle which allows the length of pipe to section 2.018 of the Specifications. 2. Use 9-1/2" x 16" x 11" rectangular box for all electric B. Backfiring: I. Flushing of System: such materials from the site at his own expense. lie flat so as not to subject it to under bending or a control valves. Carson Industries # 1419-12B with green concentrated external load at any point. Any section of pipe D. Bross Pipe and Fittings: bolt-down cover or approved equal. 1. The trenches shall not be backfilled until all required 1. After all new sprinkler pipe lines and risers are in that has been dented or damaged will be discarded, and if tests are performed. Trenches shalt be carefully place and connected, all necessary diversion work hos 5. Approval of an item, alternative or substitute indicates installed, shall be replaced with new piping. 1. Where indicated on the Drawings, use red brass screwed » bockfilled with the excavated materials approved for PP Y P P P 9• conformin to Federal Specification WW-P-351. 3. Use 6 diameter x 8-3/4 deep round plastic valve box for PP been completed, and prior to installation of sprinkler only that the product or products apparently meet the pipe g # all quick coupling valves. Corson Industries # 608-12 backfilling, consisting of earth, loom, sandy clay, sand, heads, the control valves shall be opened and full head requirements of the Drawings and Specifications on the 1.05 SUBSTITUTIONS with green flex-lock cover or approved equal. or other approved materials, free from large clods of of water used to flush out the system. basis of the information or samples submitted. 2. Fittings shall be red brass conforming to Federal earth or stones. Backfill shall be mechonically Specification WW-P-460. A. If the Contractor wishes to substitute any equipment or P compacted in landscaped areas to a dry density equal to 2. Sprinkler heads shall be installed only after flushing of 6. Manufacturer's warranties shall not relieve the materials for the equipment or materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for all electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete Contractor of his liability under the guarantee. Such Drawings and Specifications, he may do so by providing the E. Copper Pipe and Fittings: control valves installed within on-grade landscaped will conform to adjacent grades without dips, sunken satisfaction of the city of Rancho Cucamonga. warranties shall only supplement the guarantee. following information to the City of Rancho Cucamonga for areas. Corson Industries # 1419-12B with green bolt-down areas, humps or other surface irregularities. approval: 1. Pipe: Type K. hard tempered. PP cover or approved equal. B. RECORD DRAWINGS: t t i solder ht Fittings: wrought copper, soer jontype.1. Provide a statement indicating the reason for making the 2. 5. Use 10 x 10-1/4" round box for all quick coupling valves 1. The Contractor shalt provide and keep up-to-date a substitution. Use a separate sheet of paper for each 3. Joints shall be soldered with silver solder, 45% silver, installed within on-structure landscaped areas. Carson complete record set of blueffne ozatid prints which shall item to be submitted. Industries No. 910-12B with green bolt-down cover or be corrected doily, showingchangecopper, 161 zinc, 24X cadmium, solidus at 1125' F, every from the and anal liquidus at 1145' F. approved equal. original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performance installed locations, sizes, and kinds of equipment. charts and flow charts for each item to be substituted. N. Sprinkler Heads: N0SC F. Valves: P A Prints for this purpose may be obtained from the City of � �- Y P 'C ' DESCRIPTION OF REVISION Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted ( / » ) 1. All sprinkler heads shall be of the some size, type, and Q, Q1 f#k 9 1. Ball Valves 1-1 2 and smatter kept on the site and shall be used only as o record set. item is approved. deliver the some rote of precipitation with the Biometer ~� a. Boll valves shall be a 125 Ib SWP bronze varve with � ,�' �y CITY OF RANCHO C U C A M 0 N G A (or radius) of throw, pressure, and discharge as shown on t7 2. The Contractor shall make neat and legible notations on B. The City of Rancho Cucamonga shall have the sole the Drawings anal/or specified in these special � screw-in bonnet, nonrising stem, and solid wedge disc. � n the record drawing progress sheets daily as the work responsibility in accepting or rejecting any submittal item as provisions. W proceeds, showing the work as actually installed. For an approved equal to the equipment and materials listed on the Ball valves shall have threaded ends and shall be equipped cc 25 example, should a piece of equipment be installed in a Drawings and Specifications. with o stainless steel handle. 2. Spray heads shall have a screw adjustment. EXP' 9-30-01 SIXTH STREET MEDIA N location that does not match the plan, the Contractor b. Ball valves shall be similar to those manufactured MEDIAN- must indicate that equipment has been relocated in a 1.06 GUARANTEE by Nibco or approved equal. 3. Riser units shall be fabricated in accordance with the All Ball valves be installed detail. graphic manner so as to match the original symbols as C. sper details shown on the drawings. sl f. IRRIGATION I FI C A TI ON S indicated in the irrigation legend. The relocated A. The guarantee for the Irrigation system shaft be made in Valve (2» and longer) 4 equipment and dimensions will then be transferred to the accordance with the attached form. The General Conditions and 2• Resilient Wedge Gate a 4. Riser nipples for all sprinkler heads shall be the some OF CA0 original record drawing plan at the proper time. Supplementary Conditions of these Specifications shall be size as the riser opening in the sprinkler body. o. Resilient Wedge Gate valves shall be epoxy coated filed with the City prior to acceptance of the irrigation „ 3. Before the date of the final observation, the Contractor system. cast iron and equipped with a 2 operating nut. Ys 5. All sprinkler heads of the some type shall be the some shall transfer all information from the "record drawing" b. Resilient Wedge Gate valves shall a al. 403 RT-RW manufacturer. prints to a sepia mytar or similar mylor material. B. A copy of the Guarantee form shaft be included in the as supplied W Watts or approved equal. APPROVED BY. DATE: Arrangements shall be made through the cit for operations and maintenance manual. C. All Resilient Wedge Gate valves shall be installed g g y °P per detail. 0. Sleeving: CITY ENGINEER RCE No. 24953 obtaining said sepia mylor or similar mylor materiol. Q4W All work shall be in waterproof Indio ink and applied to C. The guarantee form shall be re-typed onto the Contractor's G. Quick Coupling Valves: 1. Steeving under hardscope or paved areas for mainline, DESIGNED BY: RECOMMEND the mylor by a technical pen mode expressly for use on letterhead and shall contain the following information: laterof lines or control wiring shall be Schedule 40 R mylor material. Such pen shall be similar to those 1. Quick coupling valves shall have a brass, two-piece body P.V.C. or approved equal. im manufactured by Ropidograph, Kueffel do Esser, or Faber designed for working pressure of 150 P.S.I. Castell. The dimensions shall be mode as to be easily P. Vandal Resistant Controller Enclosure: DRAWN BY: RJM SHEET readable even on the final controller chart (see Section 2. Quick coupling valve shall be operable with a quick {�, DESIGN GROUP, INC. 8 OF 9 C). The original mylor "record drawing" plan shall be coupler key. Key size and type shall be as shown on the 1. Controller enclosure shall be of size and type shown on PUNNING A" UrroscAPE ARcarrar IM . submitted to the City of Rancho Cucamonga for approval the Irrigation Drawings and Irrigation Detail sheet. "�°� XAVX. 'SUM MM. M T'°'u "°'1 prior to the completion of the controller chart. Drawings. g g g CHECKED BY: DRAWING No. 2. A backboard shall be secured to the controller enclosure LPQ housing to provide a base for mounting the automatic sprinkler controller and terminal strip. RJM FILE NAME: 60004.SPCS 1 733 -L PROJECT SHEET NO.________OF________ IRRIGATION SPECIFICATIONS (continued) J. Sprinkler Heads: C. No site observations will commence without "As-Built" record 1.06 Inspections: 4 cubic yards of nitrolized Redwood or Fir shaving or equal. PART 6 - WEED ABATEMENT 7.03 General: drawings. The contractor shall not call for a site visit 200 lbs. of Gro-Power or approved equal. 1. Install the sprinkler heads as designated on the without "As-Built" record drawings, without completing The Contractor shall arrange for inspections by notifying the 6.01 Scope of Work: Maintenance shall start immediately after landscape irrigation and Drawings. Sprinkler heads to be installed in this work previously noted corrections, or without preparing the system Landscape Architect, City and governing authorities, 24 -hours prior The above soil conditioning ore minimal qualities only and should planting. shall be equivalent in all respects to those itemized. for sold visit. to time of inspection, unless otherwise noted. Inspections shall be used only for bidding purpose, because soil conditions may Provide oil material, equipment, and labor necessary to perform oil be as listed below, but not necessarily in this order. Only the change drastically from the time these specifications were work as indicated on plans, as reasonably implied, and as Maintain all plants and planted areas on a continuous basis as they inspection pertaining to the project scope of work will apply developed to the time the actual soil conditioning take place. delineated in the specifications. are installed during the progress of the work, and continue to 2. Spacing of heads shall not exceed the maximum indicated Therefore, the Contractor shall obtain his own soils analysis at a maintain them until final acceptance of total project. Replace any on the Drawings. In no case shall the spacing exceed the Rough Grading. rote of one per ever 25,000 square feet of planted area. These 6.02 Quality Assurance: maximum recommended b the manufacturer. Y q P Y dead or dying plants as directed by the Landscape Architect and Y Drain Lines and Catch Basins. soil tests shall be conducted by on approved Agronomic soils City representative. Irrigations (main line pressure, coverage & system operations testing laboratory approved by the project Landscape Architect and 3.04 TEMPORARY REPAIRS test). City. Copies of the soil test to be provided during the Pre- A. The Applicator of all weed control materials shall be licensed A. Irrigation: Operate irrigation system on on established Soil Preparation and Finish Grading. construction job conference. by the State of California as a Pest Control Operator and a program to maintain all plants and planted areas in a healthy The City reserves the right to make temporary repairs as necessary Plant Material (delivery & placement). Pest Control Advisor in addition to any subcontractor licenses condition. Irrigation system run-off shall be kept to a to keep the sprinkici system equipment in operating condition. The Substantial Completion Inspection (at completion of landscape 3.05 Finish Grading: that are required. minimum. Damage to irrigation system resulting from exercise of this right by the City shall not relieve the Contractor CONCRETE SPECIFICATIONS improvements) - 7 Days. maintenance and equipment and/or maintenance personnel, shall of his responsibilities under the terms of the guarantee as herein Final Inspection (after maintenance period) - 7 days After rototilling operations are complete, grade areas to establish B. All materials and methods must conform to Federal, State, and be restored to its original condition at no cost to the City. specified. PART 1 GENERAL finish grades for planting. All flow lines shall be maintained and Local Regulations. Failure of any port of the irrigation system shall be brought The contractor shall arrange o Preconstruction job conference with proper tolerances shall be met after settlement at the end of the to the attention of the City. No repairs other than emergency 3.05 EXISTING TREES 1.01 Description the Landscape Architect and City a minimum of seven (7) days prior project maintenance period. 6.03 Submittal. repairs shall be accomplished without written permission from to the beginning work. the City. Where it is nece;sory to excavate adjacent to existing trees, the For concrete information refer to the Standard Specifications for Finish grading shall leave surface of the ground uniformly smooth Prior to the installation of any weed control materials, the Contractor shall use all possible care to ovoid injury to trees and 1.07 Guaranties: and free of abrupt rade change. Landscape Contractor shall submit to the Landscape Architect Cit tree roots. Excavation in areas where two 2 inch and larger Public Works Construction (Green Book: Edition per the City of P 9 9 P P Architect/City B. Weed Control: Keep all planted areas free of weeds and ( ) g Rancho Cucamonga). Refer to Sections 4201303, and 400, as well o list of the weed control materials and quantities per acre debris by cultivating areas of intervals not to exceed 10 , , roots occur shall be done by hand. All roots two (2) inches and A. Plant Materials: All trees, shrubs, round cover; bedding 3.06 Coordination: intended for use in controlling the weed types prevalent and calendar da larger in diameter, except directly in the path of pipe or conduit, os any other sections related to the installation, per and post g g Ys PP plants and town shall be guaranteed from dote of final expected on the site, as supplied by the Pest Control Advisor. shall be tunneled under and shall be heavilywrapped with burlap to installation of concrete work, materials, labor, and cleon-up. The PP P acceptance of landscape construction for periods as follows: Weed abatement work shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor and prevent scarringor excessive drying. Where a ditching machine is Standard Specifications for Public Works Construction is available y g g from: the irrigation system rototilling and soil amendment work, and Landscape Architect and City data to demonstrate the compatibility The Contractor may elect to remove such concentrations of run close to trees having roots smaller than two (2) inches in Trees 24" box & larger = 1 year planting. (See Weed Abatement section). of the weed control materials and methods with the intended weeds monuolly or by an approved herbicide program. diameter, the wall of the trench adjacent to the tree shall be hand BI Building News Trees 15 gol. & smaller = 1 year planting and seed varieties present. trimmed, making clean cuts through. Roots one (1) inch and larger 3055 Overland Avenue Shrubs All sizes = 120 days PART 4 - TREES AND SHRUBS C. Pest Control: Spray all plants and planted areas at beginning in diameter shall be pointed with two coots of Tree Seal, or equal. Ground Cover = 120 days 6.04 Responsibility and Coordination: of maintenance program and as may become necessary thereafter Trenches adjacent to tree should be closed within twenty-four 24 Los Angeles, CA 90034 9 Y Y � y ( ) (310) 202-7775 Bedding Plant = 120 days 4.01 Scope of Work: by on approved method of pest control, to keep all plants and hours; and where this is not possible, the side of the trench Lown (sod) = 120 days A. Landscape Contractor is responsible for the erection of all planted areas free of insects and disease. Method shall De adjacent to the tree shall be kept shaded with burlap or canvas. 1.02 Scope Lawn (seed) = 120 days from first mowing Provide all material, equipment, and labor necessary to install all signs and barriers required to prevent intrusion into the reviewed by the City prior to any applications. Pest Control 3.06 FIELD QUALITY CONTROL trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall include Gopher control. Furnish and install all concrete work complete as indicated on the Guarantees begin after the project acceptance by City and at delineated in the specifications. drawings or as specified, including, but not limited to the the end of the 180-doy maintenance period. Landscape B. No material or methods shall affect the landscape planting or D. Pruning: Prune oil plants as designated and directed by A. Adjustment of the System: Contractor shall replace and plant all materials which hove 4.02 Products hydroseed germination. No material or method shall render the Landscape Architect, at start of maintenance ro rom and following: p P P P 9 died within the time spon stated above, at no cost and within A. Nomenclature - Plant names indicated on the drawings conform job site unusable for more than 10 days from date of continue to prune plants as directed or as may become 1. The Contractor shall flush and adjust all sprinkler heads A. Furnish and set all reinforcing steel, bolts, and anchors 5 days from receiving written notice from the Landscape the "Standard Plant Nomes" established by the American Joint application. necessary until the end of the maintenance program. for optimum performance and to prevent oversproy onto Architect or City. If dead material is not replaced and Committee on Horticulture. Except for names covered therein, walks, roadways, and buildings as much as possible. B. Install all items required by other trades which ore to be planted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: Remove trash weekly. Edge ground cover to keep in bounds and cost into concrete material with new material and charge the Landscape Contractor trim top growth as necessary to achieve and overall even 2. If it is determined that adjustments in the irrigation for all expenses incurred B. Condition - Plants shall be symmetrical, typical for variety Non-selective contact herbicide and/or non-selective systemic appearance. Exterminate gophers and moles; repair damage. equipment will provide proper and more adequate coverage, C. Concrete mow strips, footings for walls, fencing, posts, and species, sound, healthy, vigorous, free from plant herbicides (as recommended by the Pest Control Advisor) the Contractor shall make such adjustments prior to benches, etc., where applicable. disease, insect pests, or their eggs, and shall hove healthy, PART 8 - ACCEPTANCE OF PROJECT planting. Adjustments may also include changes in nozzle B. Construction Materials: The contractor shall guarantee all normal root systems, well-filling their container, buy not to 6.06 Selective Herbicides: sizes and degrees of orc as required. 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at 8.01 General: period of one year from date of final acceptance of project. anytime, and in no case shall trees be topped. Selective pre-emergent herbicides compatible with seed mixtures (as 3. Lowering raised sprinkler heads by the Contractor shall All finished concrete work shall be barricaded to pedestrian recommended by the Pest Control Advisor) Upon completion of installation, a maintenance period of a minimum of be accomplished within ten (10) days after notification traffic for three (3) days. Barricade shall be placed imediately 1.08 Material and Labor Releases: C. Trees and shrubs shall be growing at a recognized nursery in 180 days for all landscaped areas is required prior to final acceptance by the City after concrete finishing Contractor shall furnish, place and accordance with good horticulture practices and shall be of 6.07 Weed Eradication: of the work by the City. The Commencement date for the maintenance remove all of his own barricades. Contractor shall be responsible Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container period sholl commence upon written approval for all phases of planting 4. All sprinkler heads shall be set perpendicular to for any damage to new construction and replacement or repair of the City, signed copies of all labor and materials releases for all size specified on plans. Removal of all tags, labels, nursery If in the opinion of the Pest Control Advisor, perennial grosses installation by the City Public Works Inspector. Maintenance period finished grades unless otherwise designated on the work shall be made without added cost to the City. work performed under Site Development. stakes and ties from all plant material prohibited until the and weeds existing in the planting areas will require control prior shall be adequate to verify plant characteristics and establishment. Drawings approval of the Landscape Architect or City. to removal, spray these areas per Pest Control Advisor's 1.04 Clean-up 1.09 Disposal and Cleon-up: recommendations A. Two inspections shall be made that affect the establishment 5. Roin Bird EFB-CP valves will be set per manufacturers period: The first after all plantings have been completely specification so that each lateral operates at design Upon completion of oil concrete work,and before final acceptance, Remove all waste materials (including excavated material classified D. All plant material delivered to the site showing signs of A. Prior to the installation of the irrigation system remove and installed in order to approve the beginning of the pressure as unacceptable soil material), trash and debris generated or domage or disease or is insufficient in size to carry out the clear olI weeds and deleterious materials from planting areas. establishment period, and the second at the end of the the Contractor shall remove all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in encountered during the course of landscape construction, and intent of the planting plan will not accepted and will be establishment period. If plantings ore not acceptable at the B. Testing of Irrigation System: legally dispose of it. During the course of the work, remove replaced at Contractor's expense. Allow herbicide to kill all weeds. Rake or hoe off all dead end of the 180 da period, due to defective maintenance, then o clean, neat condition acceptable to the City. g y p g p P Y surplus materials from the site and leave premises in a neat and weeds to a depth of 1' - 2" below the surface of the soil. continue establishment until all work meets with the 1. The Contractor shall request the presence of the City of clean condition. Clean up and remove all remaining debris and E. Sizes of Plants - Shall be as stated on the Plan. Container Physically remove all weeds from the site. Specifications and can be approved. Roncho Cucamonga in writing of least 48 hours in advance surplus materials upon completion of work, leaving the premises stock (1-gallon, 5-gallon, and 15-gollon) shall have been of testing. neat and clean. The site shall be cleaned upon the request of the grown in containers for at least one (1) year, but not over PART 7 - LANDSCAPE MAINTENANCE B. At termination of establishment period all plant material inspector. two (2) years. shall be live, healthy, undamaged, and free of infestation. 2. Test all pressure lines under hydrostatic pressure of 150 7.01 Scope of Work: Inferior plantings shall be replaced and brought to a pounds per square inch and prove watertight. PART 2 - EXECUTION F. Substitutions - Substitutions for indicated plant material satisfactory condition before final acceptance of work will be will be permitted provided the substitute materials are Provide oil materials, labor and equipment necessary for, or made. All areas shall be neatly raked and free of weeds. Note: Testing of pressure main lines shall occur 2.01 Pr6tection: approved in advance by the City, and are made at no additional incidental to, performing all maintenance requirements as prior to installation of the electric control Keep all plant material delivered to site in a healthy condition cost to the City. Except for authorized variations, all reasonably implied or as delineated in the specifications valves. for planting. Plants shall not be allowed to dry out. Bore root substitute plant materials shall conform to the requirements including, but not limited to the following: stock shall be separated and heeled-in, in most earth or other of these specifications. 3. All piping under paved areas shall be tested under PLANTING SPECIFICATIONS suitable material until planting. Balled and burlopped plants Maintain all plants and planted areas. hydrostatic pressure of 150 pounds per square inch and shall have root ball covered with moist sawdust, wood chips or G. Plants Not Approved - Plants not approved are to be removed Keep planted areas free of weeds and debris. proven watertight prior to paving. other suitable material until planting. from site immediately and replaced with suitable plants. The Prune trees and shrubs. PART 1 - GENERAL City reserves the right to reject entire lots of plants Fertilized all plants and planted areas. 4. Sustain pressure in lines for not less than six (6) 2.02 Installation: represented by defected samples. Irrigation. hours. If leaks develop, replace joints and repeat test 1.01 Scope of Work: Insecticide sproying. until entire system is proven watertight. Detailed layout of plants within the planting areas shall be H. Stoke oil trees, as per details immediately after planting to Contractor shall provide all materials, labor and equipment performed by Contractor and approved by the Landscape Architect and prevent wind damage. 7.02 Fertilizers: 5. All hydrostatic tests shall be made only in the presence incidental to and necessary for completing all work, as indicated City prior to planting. of the General Contractor and the City of Rancho on the drawings, as reasonably implied, or as delineated in the I. Plant trees that ore to be located in lawn or ground cover A. Commercial fertilizers with on analysis of 5-3-1-Gro-Power Cucamonga. No pipe shall be backfilled until it has been Specifications as follows. Soil excavated from planting holes shall be amended to backfill areas after finish grades are first established and allow at Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as observed, tested, and approved in writing. around trees and shrubs using the following mixture: least 7 calendar days prior to installation of said lowns or designated herein, or approved substitute os required by the ground cover to provide for thorough watering of trees. All Agronomic soils report. Available from Gro Power (909) 393- 6. Furnish necessary force pump and all other test 1.02 Standards: Native, On-Site Soil with rock no greater than 3" in diameter planting holes shall be excavated as defined on appropriate 3744. equipment. Gro Power Plus, 5-3-1 ® 15 lbs/cy details. All work and materials shall comply with governing codes, safety Iron Sulfate ® 2 lbs/cy B. Ammonium Sulfate: Granular form containing not less than 21% 7. When the irrigation system is completed, perform a orders, standards, and regulations, and meet the minimum 4.03 Soil Amendments: nitrogen and 24% sulfur and shall be registered as on coverage test in the presence of the City of Rancho requirements of the Standard Specifications For Public Works (To be used for bidding purposes only, verify with Agronomic agricultural miner, with the State Deportment of Agriculture Cucamonga to determine if the water coverage for planting Construction (Green Book) latest edition. Soils Test.) Soil amendments shall be as recommended in the Agronomic soils in compliance with Article 2 - "Fertilizer Materials, Section areas is complete and adequate. Furnish all materials report 1030 of the Agricultural Code. and perform all work required to correct any inadequacies 1.03 Quality Assurance: After backfilling, construct a 3" earthen berm to form watering of coverage due to deviations from the Drawings, or where basin around each plant, to allow thorough woter-in and 4.04 Trees Stokes: the system hos been willfully installed as indicated on A. All Contractors performing Site Development work, must be establishment. the Drawings when it is obviously inadequate, without licensed in accordance with the laws of the State of Tree stakes shall be lodge pole pine tree stakes. See tree staking bringing this to the attention of the City of Rancho California. Prior to installation of turf and ground cover, remove water basins detail on plans for further information. Cucamonga. This test sholl be accomplished before any from around trees and shrubs. Berms in turf areas to be removed ground cover is planted. B. Contractor shall provide the Landscape Architect and the City prior to City acceptance. PART 5 - GROUND COVER AND BEDDING PLANTS with a list of Subcontractors and Material Suppliers expected 8. Upon completion of each phase of work, the entire system to be employed during the course of construction. PART 3 - SOIL PREPARATION AND FINISH GRADING 5.01 Scope of Work: shall be tested and adjusted to meet site requirements. C Contractor shall obtain and keep in force Public Liability and 3.01 Scope of Work: Provide all materials and equipment and perform all work necessary 3.07 MAINTENANCE Property Damage Insurance, during entire course of the for and incidental to installing all ground cover and bedding Construction Contract. The amount of insurance shall be A. Provide all materials and equipment, and perform all work plants, as shown on plans, as reasonably implied, or delineated in A. The entire irrigation system shall be under full automatic determined by City. necessary for and incidental to the soil preparation and the specifications. operation for a period of seven (7) days prior to any finish grading of all planting and lawn areas as shown on planting. D. Prior to start of site development work, the Contractor shall plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: notify the Landscape Architect and City to give starting and specifications. B. The City of Rancho Cucamonga reserves the right to waive or completion dotes. Contractor shalt also supply the Landscape Perennials and Annuals: Provide healthy container grown plants shorten the operation period. Architect and City with the name and telephone number of the B. Furnishing, placement and grading, of topsoil for backfilling from o recognized nursery, and of the species and variety shown on person in charge of the work. of planters if required. plans. 3.08 CLEAN-UP 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting Clean-up shall be mode as each portion of work progresses. Refuse areas. 5.03 Ground Cover: and excess dirt shall be removed from the site, all walks and A. Permits: The Contractor shall obtain and pay for oil permits paving shall be bloomed or washed down, and any damage sustained on and inspections required by governing authorities for the work 3.02 Topsoil: Ground Cover: Provide ground cover of the species shown on plans. the work of others shall be repaired to its original condition. to be performed. Ground cover shall be established and well rooted in flats or A. Existing on-site soils listed as 'acceptable' under 'Site similar containers. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Existing Conditions: The Contractor shall verify all Grading' specification. conditions and dimensions shown on the plans at the site prior 5.04 Mulch: A. The Contractor shall operate each system in its entirety for to commencement of any work under this contract. The B. Topsoil imported to site for use as fill, backfill in planters the City of Rancho Cucamonga at time of final observation. Contractor shall verify the location and depth of all and mounding, shall be sandy textured. Silt plus clay content Mulch: Shall be of compacted wood chip fiber. �p,NUS(iA Any items deemed not acceptable by the City of Rancho underground utilities prior to start of work. of this soil shall be no greater than 15% by weight. The Q Cucamonga shall be reworked to the complete satisfaction of boron content of this soil shall be no greater than 1 part per 5.05 Coordination: Q� �p1Y P. Rr '9, DESCRIPTION OF REVISION the City of Rancho Cucamonga. C. Temporary Utilities: The Contractor shall apply for and pay million as measured on the saturation extract. The sodium all cost incurred for all temporary utilities such as water, absorption ratio (SAR) shall not exceed 3.0 millimohos per A. Do not have plants delivered to the job site until site y CITY B. The Contractor shall show evidence to the City of Rancho electrical power and gas as required by him for the centimeter at 25 C. In order to ensure conformance, samples conditions ore ready for planting. If planting is delayed, 0F RANCHO CUCAMONGA Cucamonga that the City has received oil accessories, charts, construction of the project. Temporary services shall be of the imported soil shall be submitted to an agronomic soils keep plant roots moist and place in o sheltered location cc 50 4 record drawings, and equipment as required before final site coordinated with the City and other contractors on the job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. observation can occur. site. Architect for analysis prior to use. Result of testing to be Exp. 9-30-01 delivered to City for approval Soil test to include analysis B. Soil preparation and fine grading shall be completed and trees * SIXTH STREET MEDIAN 3.10 SITE OBSERVATION SCHEDULE D. Survey, Reference Points, and Elevations: The Contractor is and recommendations. and shrubs installed prior to bedding plants and ground cover responsible for establishing all surveys, reference points and planting. A. The Contractor shall be responsible for notifying the City of elevations required by him, and shown on plans for proper 3.03 Soil Amendments: cu►+� Roncnc Cucamonga in advance for the following observation execution of s!te constructior 5.06 Installotion: a IRRIGATION /PLANTING PLA N meetings, according to the time indicated: All soil amendments shall be as specified in the Agronomic E. Traffic: The Contractor is responsible for all temporary Suitobility/Fertility soils report furnished by the Contractor Plant ground cover and bedding plants in moist soil and space as 1. Pre-Job Conference - 7 days traffic barriers and detours required by him for the indicated on plans. construction of the project. All temporary traffic barriers 3.04 Soil Preparation: 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required by the Each plant shall be planted with its proportionate amount of soil APPROVED BY: ' DATE: City or governing authorities. All work on irrigation system shall be complete and inspected for so as to minimize root disturbance. Soil moisture shall be such 3. Lateral line and sprinkler installation - 24 hours recommended approval and, fine grading completed, prior to that soil does not crumble when removing plants from container. CITY ENGINES RCE 24953 1.05 Defective and Unauthorized Work: rototilling and prior to soil amendment work. 4. Automatic controller installation - 24 hours Regrade planter areas after planting, to restore smooth finish DESIGNED BY: RECOMMENDED: All work which is determined by inspection to be defective in its After rough grades hove been established, prepare all lawn and grade and to insure proper surface drainage. A 4" layer of mulch RJM 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans planting areas by tilling or cross ripping to o depth of 12". All material shall be spread over the entire planter area after grade and specifications, shall be remedied or removed, and replaced by is established. Watering shall begin immediately after mulching. rock and debris more than 2" in diameter shall be removed from the DRAWN BY: RJM SHEET 6. Pressure supply line and lateral line testing - 48 hours the Contractor at his own expense in o manner acceptable to the site, except for areas that ore to be sodded, in which all rock (Grading shall accommodate the mulch) Landscape Architect and City DESIGN GROUP, INC. CJ OF 9 and debris more than 1" in diameter shall be removed. RJM 7. Coverage test - 48 hours PLANNING AND LANDSCAPE ARCHMCTIM 5.07 Protection: rme w Rusus,wms no.rmoh•uo.C�ran Apply , spread, and rototil in all soil amendments as recommended CHECKED BY: DRAWING No. 8. Final observation - 7 days to o depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas from complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. LPR B. When observations have been conducted other than the City of for each 1,000 square feet of planting area: Rancho Cucamonga, show evidence in writing of when and by whom these observations were mode. RJM FILE NAME: 60006SPC.DWG 173Y-L, P20.1ECT SHEET NO. OF