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Home My WebLink About2135-L DEVELOPER OWNER AM D A /T 19 LANDSCAPE ARCHITECTURA =L PLANS -- -- -- U _V__ JL_j FOR 3400 CENTRAL AVENUE , SUITE # 145 BRIDLOEWOOD TRACT # 1A' 611, CA 92506 RIVERSIDE , IN PHONE : EAST AVENUE NO . . LANDSCAPE MAINTENANCE DISTRICT NO . 7 FAX CONTACT : JENNIFER WASHBURN VICINITY MAP GENERAL NOTES SHEET INDEX SITE GENERAL NOTES. 1. THESE NOT S'SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. SHEET NO. SHEET DESCRIPTION 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. WILSON AVE 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD SPECIFICATIONS L=1 TITLE SHEET FOR PUBLIC WORKS CONSTRUCTION. 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. L=2 CONSTRUCTION PLAN . 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. Lww3 CONSTRUCTION DETAILS 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE SUMMIT AVE cc PLANS. Lmm4 IRRIGATION PLAN Uj 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W.UNLESS DETAILED CONSTRUCTION AND Lm5 IRRIGATION DETAILS STRUCTURAL 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 A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. L=6 IRRIGATION DETAILS . UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL L=7 TREE & VINE PLA NTING PLA N COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR,FLOWER COLOR, mm11210 OVERALL PLANT HEALTH,AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE OWING,WEEDING,IRRIGATION,PRUNING,RAISING TREE ROOT BALLS WHICH SETTLE BELOW G D ,FERTILIZING AND L=8 SHRUB PLANTING PLAN APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT,CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH L=9 PLAa NTI ING DETAILS PROPER COVERAGE,REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 0 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. Lon CONSTRUCTION SPECIFICATIONS RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE,PHONE NUMBS 760- A "WIOIL M 438-0525. L=11 IRRIGAI N SPECIFICATIONS 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA. Ift EMIL BETWEEN CITY- AINYAIN TURF AND CITY-MAINTAINED SHRUB AREAS-8"WIDE X 6"DEEP L=12 IRRIGATION SPECIFICATIONS CONCRETE HEADERS O BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE-8"WIDE X 6"DEEP CONCRETE HEADERS Lm13 PLANTING SPECIFICATIONS BASE LINE RD " BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE-MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS ® BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE-6"WIDE X 6"DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT,WHERE SHOWN,IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD,AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER,PRIOR TO FINAL CONSTRUCTION. 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: SIMON " PLANT IN ACCORDANCE WITH CITY STANDARD PIANS. " PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN AGRONOMIC SOILS REPORT SHALL LOCATIONMAINTENANCE RESPONSIBILITY MAPFURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY k.AiNaULTANTS REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED.BY THE CITY INSPECTOR. ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE ARCHITECT CIVIL ENGINEER I LANDSCAPE QUANTITIES SUMMERS MURPH"*r 4 LMD A MA" IN" AINEOD PARTNERS, I I I 341111 COAST HI&HNAY, SUITE1 1 AREA DANA POINT, I- I _. PHONE: I : I552-1200 . CONTACT: ED DOLL CONTACT-COBBLE 1186I 51564 50FT°. 7,7717 1 • , t ' � .,ty tS JIFTCITY MAINTAINED NALL 551 LN.FT. I o TOTAL 50.FT. q u l _. .< 21 . _ - , - �. ACRE5 0.25 ACRE ,G 00 C1JCA EA5T AVENUE EUCALYPTUS N Ic ► T► FREVISIONCITY PPROVED I I a I s' :1 ► I .. t, -JUCAMONGA tMul CITY OF RANCHO G" 20 ( �.;� iR aa+ a u',n. rR LLH. 4[ 7.75 SIA: H2 TITLE SHEET i :Ofi:Vtl,a , MUM"& tiQ'Li/NFMeri 5 LCFt1.A >.aq}�t'c.wyn ;d) -w BRIDLEWOOD TRACT //I 1 14 eY EAST I s A VENUE LMD Underground Service Alert APPROVED BY A g � pF DATE ��_ Murp ,�� Cf 7"1'ENGINEER R.C.E. NO. 24953 � � D IG A LNERT � o y RECC)MM DED SMP N." � �♦��. "" � ��' ��''� DESIGN These drawings and/`or the .- Call• TOLL FREE decifications An gn re are the exclusivexep property of . 7-311-08 Summers/Murphy & Partners, Inc. and their use and publ;- 1-800 ® .0 DRAWNcation shall be restricted to the SHEET SMP 227 -PLAN %SET "C �� e ® werorie preps ed.nal sitef Re or use, reprowhich ty411 � OF GAL,FQ¢ S / P duction or publication bycny F�-2600 " CHECKED34 CD AY, 200 LANDSCAPE ARCHMECTS method, in whole or part, is DAM POW,CAUFMNIA DATED: 31=28-=0792629 prohibited except by written (NfVf7q TWO WORKING DAYS BEFORE YOU DIG SMP PLAN CONTROLI 9} 3• FAX(949)443-1631 permission from Summers/ Murphy & Partners, Inc. —Z2199 PROJECT SHT. OF' MATOHLIN= 5E:L0V`ii4 LEFT (0.0.0p 0"'N5TRUC.'".10T I C`.,,;'N' LF.0" F.N01.00'/"4' t 5-4 """LU DRIVE 5)OOME30L PE50RI PTI ON DETAIL HUNIr C TO O I l DETAIL 5, SHEET L 7i STANDARD DETAIL ^ IL 542 5-4 � d 4 L DETAIL T 4 r 4': 4 DETAIL CONCRETE HEADER TO CREATE AN 45' q 4 *¢ 4 4 4. / REFER TO CI q � DETAILSTANDARD 5-4 a F it, 'd ,d .. a a . . 4 CONCRETE r I t DETAIL ................... .................. .......... ... .............................................................®....................................... ....................... ..... ... ... .d d44.q"4,4d• IffI►�([{CfI��p,pi'�,t,!�x:�i46 �g ,...✓.,,_.f'. ,tttt p f I STANDARD DETAIL 554 REFER TO NALL 4 �It-F ........,...,._......._._........... 44�44 d4 4 d fp}r�fi�iKJ t 1 .tZ t� # � I i �1 \ ------- ._...� A — I I ! I I I I IREFER TO NALL 4 ILFENCE PLANS 4 CIVIL I4` 1 —7 1 IMPROVEMENTDETAIL PLANS 5-4 -4 ............ ........... FMM 0 H, NONE= 4 / . A! 4. 5-0 5-7 LJ FN= 5-4 4 5-4 - 201 Qd 4 d 4Yfw, .t }'2 F 4d `tI N s pp 1 5-4 NORTH 0 20 40 60 80 SCALE: [{ 4 ;100, CITY DESCRIPTION OF REVISION DATE APPROVED 5-4 CITY OF RANCHO CUCAMONGA ONSTRUCTION PLAN BRIDLEWOOD TRACT #16114 cll� d d 4 EAST A VENUE LMD 44 ` ' Underground Service Alert APPROVED BY DATE_1**14r7_ DS ORE 24953 DIG` ALERT .Ap/o QG• � pmUN C L lul B r These drawings and/or the RECOMMENDED CallTOLL FREE wED are the exclusive accompanying specifications property 41 TIRM Summers/Murphy artes 1-800 A150VE 7"31' Inc. and their use and publi-I R16HT ene cation shall be restricted to the SHEET 227-2600 0-4 EC original site for which they SU r were prepared. Re—use, repro— aFC5 duction or publication by any C H AY 2 phb ' nxebpis WORKING DAYS BEFORE YOU DIG K a F method, whole y witte DRAWING . 9) 3- FAX( 9) 3.16 permission from Summers/ Murphy & Partners, Inc.»PROJECT T. FA ED MORTAR EVEN WITH FLAT SIDE U CASE 1 CURB CURB AND WALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2% COBBLESTONE SIDEWALK 3 MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A (LOCATE PER PLAN) "MIN.SOIL DEPTH AT EDGE OF COBBLE COBBLESTONE CONCRETE H - 1/2"RADIUS FINISHEXPOSED EDGES AND .o. 1 tt I (INSTALL T LVL T L ®' ' BOULDER SIZE AND o .... .:. Q,... °' LOCATION PER PLAN R [ PLANT BED CROSSINGS) IN 3-1f2 MINIMUM tt tt CONCRETE BED OR 112"POLY-FOAM FINISH EXPANSION JOINT SEE NOTE 2 FOR DG OR COBBLESTONE CASE 3 6" 24" 6" v F.S. ALL FLU IT 2 MAXMORTARED STONE SWALE - 112°'RADIUS a.. " DEPTH Cl) TOP GA . ' • ,ili lil iii Iii iii . ' ` `" " .�...�':•' ° Iii ii iii I1I _� � ► -: : :=° wIII-=- 4"CONCRETE BED CONCRETE CUR • �. COBBLESTONE BENEATH COBBLE W/ 3 BAR m , 3 TI ° (UNLESS I INSTRUCTED) C3 IN./4' D. V I I I III I 6"PCC MOW CURBCURB&GUTTERSEED TAIL FOR JELPER CI T .534 END CONDITION 1z 4 ENT HADSCAP REFER TO PLAN CC MOW CURB UNDISTURBED NATIVE SOIL PER CI STD 534 It NT COBBLESTONE AREA "� HARDSCAPE q q Z �1 SIDEWALK HARDSCAPE a- JOIN AT RIGHT ANGLES( .) °v T M I .14'MAX.RAD. EXISTING CURB 2 OR WALK NOTES: NOTES: END CONDITION NOTES: C) 1. PROVIDE SCORE J 10'-0" O.C. AND 3/8" EXPANSION JOINTS " O.C. 1.CONCRETE CsS 520-D-2500. 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 1/3 OF BOULDER'S DEPTH INTO SUB-GRADE AS c� " I "fCITY-MAINTAINED2.RACK SIZES,UNLESS OTHERWISE SPECIFIED,SHALL E: SHOWN.PLACE BEFORE FORMING CONCRETE PAVING.LANDSCAPE ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. TURFBOULDERS:MAX,3'0"-MIN.1t6" ® COBBLESTONES:MAX.1 "-MIN.6"WITH ONE FLAT SIDE (0 3. CONCRETE TO BE 520-C-2500 MIN. 3.BOULDERS SHALL HAVE 1/3 EMBEDMENT,COBBLES SHALL HAVE 2/3 EMBEDMENTCD 2.1/2°'POLY-FOAM EXPANSION JOINT T EDGE OF PAVING ABUTTING BOULDERS. "�' ALL (� : 4.ALL SPACES BETWEEN STONES SHALL FILLED WITH C S ' 'MORTAR.1 PART CEMENT TO 2-2/1 PARTS SAND,2000 PSI 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. T_ 4. HEADERS TO BE USED AS EDGE TREATMENC� TREATMENT TO ALL NON-HARDSCAPE LIMITS L PORTLAND CEMENT CONCRETE.(NO"DRY-PACK"IS ALLOWED) 4.90%COMPACTED SUB-GRADE. GROUNDCOVER AREAS. 5.A SAMPLE AREA,MIN.40 Std.FT.,SHALL BE APPROVED BY THE CITY INSPECTOR,PRIOR TO PROCEEDING WITH REMAINING ROCK WORK. LO CID 6.FINAL RESTING POSITION OF ALL ROCKS TO APPROVED BY THE THE CI INSPECTOR. t C%j T11 " 7,ROCKSSHALL E SMOOTH,ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. N 8.ALL COBBLE STONE AREAS SHALL HAVE 6"4"CONCRETE HEADER AS AN EDGE AT PLANTING. 9.ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2%MIN.AT ALL TIMES WITHIN THE R.Q.W. C4 1-N T T T T 1-% C-I'T A CID 41 _%F "AN"w " "UCAMONG-4A, CALIFORNIA -nry 1 0% I , lt(��ALIFut�NIA CD OF RANC-4 U U (,/ " CIrl"'Y 0`17-41 1K__tANUnU UCAMO%NUf4A, CALIFORNIA C I`Y Ue 1� UHU u Co APPROVED BY: STANDARD PLAN APPROVED BY: cy APPROVED BY n S T T""V WA "'ANI'lE "r'rT--'AD* R "PTETn STANDARD PLAN STANDARD PLAN C N Hh h 0 " EY-1 INSTALLAmilu" N cry 'fu buuLv 1� > CUMILES"'NES 542 542-A CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER R.C.E. SHEET 1 OF 1 R.C.E, 24953 SHEET 2 ❑F 1 R.C.E. 24953 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC-WORKS CONSTRUCTION SHEET 1 OF 1 C./C..) NC./t'<ETE HEADER" RI -VER �NASHED 0"R-NANITE NOT TO 50ALr-- NOT TO 50ALE NOT TO 50ALE L E 5' E N'1w.0oowo4,% �. RIVER ROCK COBBLE C 11 11 . &ROUTED AND MOTARED INTO THE AALLr NATURAL COLOR. ROCKSSHALL BE SMOOTH, ROUNDED AND2 FREE OF 05,JECTIONABLE 1?15FIC7URATION5 AND EXCESSIVEIRON CONTENT C CIT)"). INSTALLCONTRACTOR SHALL MA50NRY' ANCHOR5 AT 1611 O.C. I NE. 5. PERIMETERI PER INALL $ FENCE PLANS. 4. FIN15H SURFACE OF ADJACENT 51DEINALK. POLYFOAM ® 11E-XFAN51ON JOINT 1=I I I=1 I I=1 =1 11=I I CC I .� 11 !f 1.-1 I I I I ISI I C-1 I C�-1 II I I DESCRIPTION F yr ► T r CMU AALL PER IAC I 11111--111111 APPROVED "UCAMONGACIT OF RANCHO-11 1.-1 I I_ d I IEI I I_-1 I I==1 CONCRETE FOOTIN& - REFER TO STRUCTURAL I 1 _ C II IIl'illli 51ZE AND STEEL REINFORCEMENTS. CONSTRUCTION DETAILS COMPACTED 11 I...III„ U . BRIDLEWOOD TRA(S7 (9 4 `4 10 it PVC DRAINIFE NITH I CU. FT. EAx5lIT AVENUE LMD DRAIN . I DRAINIDAYLI65HT AT CURB Underground Service Alert SECTION VIEA FACE. ORE oil" SCALE 1/2F AP^ APPROVED BY DATE 11 U p� 6 ENGINEERTY d A., I COATS OF RECOMME ED ASPHALTI CallTOLL FREE These drawings and/or the. 0 CITY/SMP accompanying specifications 1 na u �� are the exclusive property of 1-800 11>`� 7431- Summers/Murphy & Partners, cn DRAWN Inc. and their use and publi- SHEET cation shall be restricted to the 227-2600 tp ® ®,C,, / original site for which they (,.X.04:�5LE t*4012:�'LANTE"Ro'L:001a�' SU ! p were prepared. Re-use, repro- 0�CLtF S duction or publication by any TWO WORKING DAYS BEFORE YOU DIG method, in whale or part, is D Cd 'N RN 6 2 prohibited except by written DRAWING ED (%9) .1 FAX( 9)443-ifin permission from Summers/ Murphy & Partners, Inc. A PROJECT SHT. F ��ATC.,,HL I NE 5ELOV� LEFT ' a ( t qDRIVE H T! C u IRRIGATION MATER _._..,..._.,..._..__ MIT J A 6. .. a.,y,. .,y... F=;aasew-»mi'v-`rxx.i,*.k.r S, a.:Z":•i:? f d.__._.._-__..._....__.-..._._, ._,_...,. _....,.... _._..... .._..,® ... , _ Q T H F V MANUFACT. L NO. / DESCRIPTION I RADIUS DETAIL s ` INBIRD 1812—SAM—PRS POP-- / T/ L a , , .1.05* . 37 30 8 FT 539 Avm__ ._. __. RAINBIRD 1812—SAM—PRS POP—UP SHRUB HEAD W/ 10Q/10T/10H/10F NOZZLES .39, , .799 1.57 30 10 FT 539 J0 f I (41 I I 1812-SAM-PRS POP-UP SHRUB HEAD / 1 1 T/1 /1 F/1 L , , 1® , . 12 FT 539 =r0 0 0 + RAINBIRD 1812—SAM—PRS 15Q/15T/15H/15F NOZZLES .93, 1® 1 DOMESTIC WITH1 SERVICE LINE, VERIFYSIZE, LOCATION, TTIC WATER PRESSURE IN FIELD C. , . jF �Y- 1 FL TC I IT TC ®21 IL Al NO SYMBOL COAST GUARDSHACK CGS-1 BACKFLOW DEVICE ENCLOSURE -A 517 SUPERIOR MODEL 3100, 1 NORMALLY OPEN MASTERCONTROL VALVE 6 r 3/40 1 t 4 TT-1 , 1" FLOW INSTALL TU ' TI I T 1 IBCO T-585-70-66 ISOLATION T ISIZE PER MAINLINE518 4 1 R# RAIN BIRDUI L , INSTALL WITHIN 1VALVE P 3 " _. I I -- 1 IES PRESSURE REGULATEDTI T CONTROL VALVE, SIZE �. ,I L T-2000-12—L 1 11/ " / / --1,T —11 L / CONTROLLER IT INTERNET COMMUNICATIONS.__ 3` / E T IV I , ISHOWN, INSTALLED WITHIN T L O FOR TYPE) ' NO SYMBOL V.I.T. SB-16SS STRONGBOX ! TEEL TOP—ENTRY CONTROLLERL ITH CALSENSE OPTION ¢ '" Fj N/A120 VOLT L TI LI II I U LOCATION IFIELD a a .111t / SYMBOLNO V.I.T. MPE SERIEST I L SPECIFICATIONS TO BE DETEREMINED [ / I 11/2I _ w #. I :a _ , . i / —, , P I / — 1/ L LI 1BELOW ._. I ..._ AS APPROVED PVC PIPE 11/2" SCH. 40 AS MAINLINE 18" BELOW GRADE 532 I3; T 11/ I . / ! SLEEVING, I T I I I BUNDLE CARRIED i ____,_ r _____ _,__ 1 v . ,_: co -, e 4 p1PLACE BELOWALL PAVING, H DIRECTED Y CITYS AUTHORIZEDTTI 11/4 4 / /4 r IL I 500-HL 11/2" PRESSURE REGULATOR, CALCULATION 17 It ij LVE NUMBER 00 _. 00 —VALVE SIZE J ' a ; : 11ITr i 11 f - 1 ` M°Xk:wA'hlfiad�+ifs"S.rv..c..'✓w. (.aY..Gzul::i_:.J <, s� 'y' i ° NO i s l POINT OF CONNECTION SHALL BE A 1 DOMESTIC WATER METER WITH A 1 II 1 _ SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN co 4 THE FIELDI TO STARTING . IF ANY OF THE POC INFORMATION t1 L_..__M__ _-__ __ . •4 !, SHOWN ON THESE DRAWINGIS FOUND TO BE DIFFERENTTHAN THE ACTUAL POC I l ! FIELD, IMMEDIATELY TI ARCHITECT, I ' I I IRRIGATION W11 FY THE CONSULTANT. SHOULD THE CONTRACTOR- FAIL TO VERIFY THE POC ' / / r 1 INFORMATION I Y t SHALL THEL RESPONSIBILITY F T CONTRACTOR. / STATIC WATER PRESSURE 104 PSI DESIGNI 11 MAXIMUM SYSTEM T rL LL LCONTROLLER LOCATION, REFER TO NOTE tB' j!! �,,� F LL LL INSTALLED I ISTEEL POC TI T I �' ' �p ENCLOSUREL ! T! CONTROLLER a ,` i I'µ _ # ELECTRICAL L I I I AUTHORIZED ° A k [ : p IVE PRIOR TO STARTING . IRRIGATION 1. NEW WATER (SI N),AS PROVIDED BY CVWD, IS REQUIRED AT ALL POINTS OF 9. INSTALL FOU ( )SPARE ORANGEWIRES ALONG THE ENTIRELENGTH OF THE MAINLINE I I .,.___1 I1 CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE FARTHEST REMOTE NT OL VALVE V EACH NCH. PIGTAIL EACH ORANGE E ------- ------ 'L NE IATTNCLSU . INSTALL TERMINAL INCLOSUOI IRRIGATION INSTALLATION FAN W WATERMETER, INCLUDING HOT TAP AN S VI r 1' 201 EN CONTACT THE CUCAMONGA VALLEY WATER DISTRICT FOR COSTS AND INSTALLATION WIRING. r` 1 PROCEDURES. 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK(TURF) OWN NEE 24, 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED BY A AND 2 INCHES OF WATER PER WEEK( ROUDCOVER/SHUBS)APPLIED FOR 8 HOURS A I iit_ 3 PRESSURE T (IF REQUIRED),FOLLOWED BY BACKFLOW PREVENTIONDEVICE, NIGHT/5 DAYSNIGHT/5D A WEEK BETWEEN THE HOURS OF 9:00 P.M.TO 5:00 A.M. ONLY ONE V ALVE PER , FOLLOWED A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED CONTROLLER SHALL OPERATE AT A Tiin Is 11/ • PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDSAND SPECIFICATIONS, 0 20 40 NORTrl60 80 , MANUFACTURERS'RECOMMENDATIONS ANDLOCAL CODES. ACTUAL LOCATION THE 11.THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATINGSSU AS SHOWN AT EACH EQUIPMENT TO BE AS DIRECTEDSITE Y A REPRESENTATIVE OF THE CITY. POINT OF CONNECTION. THE MAXIMUMAN OF GALLONS PER MINUTE IS AS SPECIFIED. 1 I f _ T IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER S uAT THE SITE 3. BACKFLOW PREVENTION DEVIC SHALL BE INSTALLED WITHIN A COAST GUARDSHACK CGS- 1 PRIOR TO THE START OF INSTALLATION. A CHANGES HALL BE BROUGHT TO THE (SIZE 1 THROUGH )STAINLESS STEEL ENCLOSURE WITH LOCK,ANDS ALL BE INSTALLED ATTENTION OF THE CITY. p ! PARALLEL TO THE STREET AND SCREENEDWITH SHRUBS WHENEVER POSSIBLE. 12.AUTOMATIC CONTROLLER TO BE A CALSENSE ET2000-1 (STATIONS)- 1,T 11 C%'t I # 4. THIS DESIGN IS DIAGRAMMATIC,ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS AINSTALLED WITHIN A STRONGBOX CONTROLLER ENCLOSURE, -1 b FOR SIGN IFICATI ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER W1 L TI (ONE CONTROLLER)QR SB-22SS WITH CALSENSEt (TWO DESCRIPTIONREVISION T POSSIBLE. AVOIDA CONFLICTS T SPRINKLERSYSTEM,WALLS,STET CONTROLLERS)A SEPARATE METEENCLOSURE, - 1 -1 .ANTENNA POT A VED 1' I LIGHTS,SIDEWALK,UTILILINES AN EQUIPMENT AND ARCHITECTURAL FEATURES. INSTALLATION TO BE PROVIDED Y THE CITY. THE CONTRACTOR SHALL PROVIDE A . I TRANSIENT PROTECTION A D WITHIN CL SU E. SYSTEM SHALL BE OPERATIONAL U N A Ab 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS CITY OF RA NCHO 7- SITE PRIOR TO COMMENCEMENT OF ANY WORK, ALL DISCREPANCIES SHALL BE REPORTED DIRECTED BY A REPRESENTATIVE OF THE CITY. i i FOR DIRECTION IMMEDIATELY TO THE CITY, _ p 1 .TCONTCTOSHALLUPLY THE CONDUIT NEEDED FOTCNTS AND SHALL It I IRRIGA TION PLAN j ., PIPES AND STRUCTURES,AND SHALL TAKE L EOSI ILI THE ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE,COORDINATED AND PAID PAI T,AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND O Y THE DEVELOPER. FACILITIES ----- -_..._._.a.___.._.__,_ __ ,.._______ _ 1 .ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO 7. CONTRACTOR SHALL FLUSH ADA JUST ALL SPRINKLER HEADS AND VALVES O OPTIMUM BE IRRIGATED UNLESS OTHERWISE IGA ON THE PLANS. EAST AVENUE LMD in a CLUB DRIVE COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS,STREETS,WALLS,ETC. THIS SHALL 1 CLTHSLCIAITALTI ASSUC COMPENSATING L 15.ALL POP-UP SPRINKLER HEADS ISTALLHALL BE INSTALLSSTHATH TMderground Service Alert , .. _._ CREEN(PGS)IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. THE SPRINKLERA IS 1/4n ABOVE FINISHED GRADE. APPROVED BY OPP MATC.,,HLINE . WHEN VERTICAL OBSTRUCTIONS(FIREHYDRANTS,STREET LIGHTS,TREES, C.)INTERFERE E }' ru"lu"N ALENwRTAP � G AR ' DATE ;,07 WITH T SP A SPRINKLERHAS OAS O V POP 24953 � CITY , Sweeney Associates, Inc. COVERAGE,THE IRRIGATION CONTRACTOR SHALL FIELDA JUST THE SPRINKLERSYSTEM Y ®rr' to ttt® Q' ® y. DESIGN RECOMMENDED INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE . rCall: TOLL FREE �� These drawings and/or the OBSTRUCTION AST VI COVERAGE. ALL ADJUSTMENTS ALL A ay accompanying specifications dn C2011 are ve ® .41-800 Signature Summers/Murpthy property Partners, ATN ADDITIONAL T TO T CI 7 — t`4! 7-31— Inc. and their use and publi— Muffle* CA 92563 a n al Date WN ® cation shall be restricted to the SHEET Ift 951-MI-ON Fox 951-461-6850 0 227-2600 SA original site for which they C &i)F -to �,q e �\ were prepared, Re--use, repro L-4 13 — l'� F C L%V SU / P duction or publication by any F TWO WaRKING DAYS BEFORE YOU DIS CHECKED method, in whole or part, is D HKMAY, 92629 prohibited except by written IN . C 9) 3• , FAX( 9) 3.1 permission from Summers/ Murphy & Partners, Inc. PROJECT SHT. OF _.. SPRINKLER ANGLE IP T SPECIFIED ETH WITH 45° ELLS ENCLOSUREMODEL PER BACFLO PREVENTER IRRIGATION LEGEND ASSEMBLY H 40 PVC MALE ADAPTOR NA -TIT WATERPROOF NIPPLE -TYPICAL O CH 80PVCU I CONNECTORS OR EQUAL )PLACES Cn PVC NIPPLEELECTRIC CONTROL VALVE WITH r- - -- - -- - — -— — -- - IP SUPPORT C SU REGULATOR I ST . 305. HIT ROUND PLASTIC VALVE a A LOCKING ~ C V ETCHED"IRRIGATIONGATE" - BLUE I STRAINER WITH GAVE (CARSON UAL), (CARSON ) "IRRIGATION 6 I INIPPLE CO z MA IT CVz MONELSCREENAND ETCHED WITH CONTROLLER:5 0 FINISH SU pHRED WIDE CREGULT CONCRETE TA ( (LENGTH BLACK T ALL I0- 1 PE co VI SIZE/ CONNECTIONS z 6"MIN. IIS L IPE SUPPORT MANUFACTURER) OT I I TICONTROLLER Cf) sE ® It FOAKAN T . Gsos. DRAIN T MINIMUM2/ I TAIL EXPANSION EL NO. ALL VALVE-1 1/2"ORSMALLER WITH FINISH TIC VALVE X( N L ( I "LONG)) rV STAINLESS STEEL HANDLE UAL)WITH PLASTIC INTEGRATED SIDEWALK = _IIII I I aR—:III®•II-•I:I III @• ._._ °�=�I°iiI°1QIII�IIII I . ula '- LOCKING L! T IN RESILIENT WEDGE Q LARGER WITH V SLEEVE TU N "ABOVE I4 1I11 2"OPERATING NUT REQUIRED FOR NT ED. "'ATE VALVE I THROUGH ! TAILEXPANSIONEPS COATED � C TPA 1V LV I 1 s aLOOP( IN. LONG) PIGTAILEXPANSION I I _ NIPPLE-TYPICAL3F O WATERSOURCE 7 LP((MIN. ( }PLACESC TcL P rLL _ CONNECTORSALL FLOW LII. WHITE� : I 0% COMPACTION s H 4 V AL N IR CONNECTIONS. ( co )A L FL A APT INSTALL SCOTCH L KVLV /uI 3REQUIRED3IMMEDIATELY AFT " 1 I I I I INSTALLING LO M T , LU 3W' A 1_F1 IFAWWIRES AGGREGATE I -j - TQ ME R I 1111 i 1= �I I I • .. . 5i . .. ® �®Q• ®®�aa�°®� 140-0 a SCH 8 VC IPL ' I LI T SYSTEMS D °. ==1 I —II-I , •® • �pQb` 4 : t I.II III I II CK l- .;@ AT CONTROLT SCH8 Lo v LIN! ISoIRIGID PI AND T FITTINGS HALL L VALVE Cu A ON A VALLEY WATER I T IGT STANDARDS. TYPICAL(4�PLACES CONTROL N WIRES 314"WASHED CRUSHED CONTRACTOR SHALL VERIFY ITH CVWD PRIORTO AGGREGATE TO BE NOTES: CONSTRUCTION. MAINLINE®ITE PLACED TOA PTH OFAME AS T "IN FLOW ERI I I I I{I I II ° •° ° `a ° ANvo' METER SIZE LOCALAST VALVE . •�• 2. EQUIPMENT TO BE INSTALLED ATA MINI MUM OF 24" FROM ANY STRUCTURES OR HAR SAPIN . MAINLINE DIAMETER 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE.WALL, BUILDING, C.) SAME ASMINIMUMI T T F ERI BRASS UNINTERRUPTED PI ( X DIAMETER NIPPLE MOUNT TEST COCA ON OPEN OR NON-STRUCTURESIDE. F FL T SIZE) SCH 80 V T T 3/ "° CRUSHED . ORIENT UNIT PARALLEL T TET. PRESSURE SUPPLY LI AGGREGATE 5. SCREEN UNIT WITH SHRUBS N VER POSSIBLE. MINIMUM I TANGUPSTREAM OF NOTES: . UNINTERRUPTED PIPE(10X OF fi. IAL TIC FITTINGS ARE REQUIRED CONNECTIONS OF INSTALL MINIMUM F 1 " F TUTEHACAIN . 1. ITINTALTINVALVX. DIAMETER F L SIZE) N ISI ILA. INSTALL V L I T S V POSSIBLE NEXT TSIDEWALKS. . INSTALL L VALVES A l . 1 " STRUCTURES A SGA I . N METALS. 3. PLACE VALVE, T RIGHT ANGLES TO STRUCTURESHARDSCAPING. . INSTALL V LV IN PLANT BEDS WHERE EVERPOSSIBLE NEXT TO SIDEWALKS. 7. VALVE STD.518 REQUIRED BEFORE BACKFLOWVENT 4. VALVE X T RIGHT GLSTRUCTURES G ING. W MAINLINEI 3" RR NOTES: C) . C AT I INSTALLATION VALVEX. 1. IMI ITA L T A VALVE. N `� 5. TI VALVE IDENTIFICATION T IT APPROPRIATE CONTROLLER IT 5. CH PLASTIC IDENTIFICATION TAG WITHAPPROPRIATE CONTROLLER VALVE INSIDE BOX. o . IFA PRESSURE REGULATOR IS REQUIRED, IT SHALL TO BE INSTALLED N THE INLET SIDE OF BACKFLOW LOOP, 2. IN MULTIPLE L TE .V.INSTALLATIONS MAXIMIZE T DISTANCE VALVE U T I INSIDE L X. Q THE"TEE"TO EACH FLOW METER TO MINIMIZETURBULENCE, . INSTALL PIPE SUPPORTS ON BACKFLOW LARGER THAN 2". 0 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA cv T CALIFORNIA PPR VD BYtREMOTE CONTROL VALVE WITH STANDARD PLAN ° ti APPROVED BY, C)` CITY OF RANCHO , CITY OF RANCHO CUCAMONGA, CALIFORNIA 10 APPROVED Y, STANDARD PLANREDUCED PRESSURE BACKFLOW STANDARD PLAN APPROVED BY, SHUT—OFF VALVE & UNION 520 � 0 - STANDARD PLAN CITY ..NGINEE DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION s FLOW METER INSTALLATIONM2 517-Aa 516 R,C,E. 24953 SHEET 1 F 1 CITYRCE.ENGINEERS _ATE USE ITH SPECIFICATIONS FOR PUBLIC WORKS CON RUCTION 518 CITY GINE DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER SHEET 1 OF 1 R.G.E. 24953 SHEET 1 OF 1 DTE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTIONS R.C.E. 24953 SHEET l OF 1 18 METERED ENCLOSURE STAND ALONE CONTROLLER WITH ANTENNA STRONG BOX MODEL NO. MPS-SERIES FRONT VIEW TOP ENTRY ENCLOSURE r NOTE: STRONG BOX MODEL NO. I I r I TE T LR/RR SB-SS-SERIES PORTL UTI I I BOX.INSTALLATION&OCATION CALSENSE CONTROLLER i I Y CITY REPRESENTATIVE. MODEL NO.PER PLANS NOTE: VERIFY I CTION PRIOR COAXIAL CABLE ENCLOSURETO BE GROUNDED TQMOUNTING ANTENNA LOCAL CODE. I CALSNE TP110 ALSENE HARNESS I to I 1� 120 VOLT DUPLEX OUTLET(GFCI), ° CLS S T -1-40 I II NON-SWITCHED,TO BE PLACED BOARD REGARDLESS ' eQ WITHIN IRRIGATION CONTROLLER OF CONTROLLER SIZE. FINISH 'o ENCLOSURE GRADE all N. II I �� T TX "CONCRETE N OPEN ELECTRICAL WIRING I FOOTING INSTALL AMINIMUM II UM SHALL IN CONTROLLERafa I OF 3"ABOVE GRADE AND CoMMON/CONTROL WIRES MOUNT AREA. a° e II SLOPEOTO DRAIN AT I MINIMUMOF 21.FINISH 6° THICK CONCRETE GRADE V12 FOOTING INSTALL A MIN. O "ABOVE GRADE AND SLOPE TOP TO DRAIN AT 120 VOLT I I RIGID STEEL MINIMUM OF 2%. CONDUIT(PER LOCAL CODE) ENDI I I E (( (( I{{ (( I I I I -- TO IRRIGATION CONTROLLER ENCLOSURE 3" CH 40 CONDUIT FOR III III I I I I I I I l ! I I 1 1" COMMON/CONTROL WIRES 120 VOLT WI I RIGIDSTEEL P LL " CONDUIT(PER LOCAL CODE) ( .) T OWE SIDE OF ENCLOSURE 120 VOLT WI I RIGID STEEL 90 P LL 6" CONDUIT(PER LOCAL CODE) (TYP.) 0" TQM TE ENCLOSURE DE VIEW ALLCONNECTIONS SHALL A TIGHT I "OUTDOOR TYPE"CONNECTIONS. r —°I ENCLOSURE MOUNT I I --- ELECTRIC METER PER SCE NOTES: 1.INSTALL CONTROLLER PER MFG.PRINTED INSTRUCTIONS AND PER LOCAL CODES,LOCATION I I TO BE APPROVED IN FIELD BY THE CITY INSPECTOR IO TO CONSTRUCTION. I I CID� .CONTROL I SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE w ►PTI F I ► DATEITY CONTROL VALVES. I IAPPROVED 3.RUN FOUR EXTRA WIRES(COLOR:ORANGE)TO FARTHEST RCV ON EACH BRANCH OF THE p r MAINLINE FOR FUTURE USE.PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. I I .COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACKIN COLOR. CITY OF RANCHO G"UCAMONGA C? .NO SPLICES SHALL BE MADEEN CONTROLLER AND REMOTE CONTROL VALVES. FINISH " 8GROUND ROD ; 6.LR/RR DOME ANTENNA PORT TO BE LOCATED AND INSTALLED BY CITY REPRESENTATIVE TO GRADE MIN, % LOCAL RADIO(LR).SYSTEM TO BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. - uy 7.ALL ELECTRICAL DEVICES SHALL BE GROUNDEDP R LOCAL CODE. 2" CH 40 CONDUIT IRRIGA TION DETAID), .CONTROLLER SHALL T E CONTROLLED Y GFI OUTLET,IT I TO WIREDHOTFOR LIGHTWIRING C,C BRIDLEWOOD TRAC' #1 "'114 cr) EAST AVENUE LMD6 CITY OF RANCHO sCITY OF RANCHO CUCAMONGA, CALIFORNIA CALIFORNIA I'- APPROVED : STANDARD C- APPIROVED BY, A CONTROLLER ASSEMBLYQ STANDARD PLAN Underground Service Alert floo INSTALLATION - TYPE A 524 METER ENCLOSURE FOI A oil APPROVEDY7 W> CITY E INEE DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION co 522 �O(r Do" IG M• i�ur�h AALOE00ORTPkIT, 1 1 R.C.E. SHEET 4 OF 1 III CITY ENGINE TE USE WITH D SPECIFICATIONS FOR PUBLIC WORKS CONS UCT1ON ti G ,y C? cc R.C.E. 24953 SHEET i OF 1 Sweeney & Ass O C I CI t O S, I n G. CJS ® �` o, IRECOMMENDED 1rr1 t1 1 /t1 Call: TOLL FREE > These drawings and/or the SA accompanying specifications s -- are the exclusive property of 7 800 7_31_ Summers/Murphy & Partners, 30 Sky Canym • Sufte — en o DRAWN Inc, and their use and publi- 11111111mbts, CA 92563 it cation shall be restricted to the SHEET 9514161-6850 PtL 9514611-M30 Fox crJ, ® ®Q. original site for which they 4 '9 f. e1 were prepared. Re--use, repro- E-ma ® C I ® CF CALIF® LANDCAPE AR01IFFECTS S 5! P duction or publication by any F TWO WORKING DAYS BEFORE YQ U DIG CH C® H AY• 2 method, in whale or part, is WCAUFORMA 92629 prohibited except by written DRAWING ( 9) 3• FAX( 9} 3.16 permission from Summers/ . Murphy & Partners, Inc. PROJECT SHT. OF Y HEAD BODY "- 1 DIAMETER CLEAR HARDSCAPING (SEE NOTE ) SET T 1/ "ABOVE FINISH F IL. MULCH P CITY STANDARD,TAPER 4.74 FINISH SI AWAY FROM HEAD °` :a. ®,.. °• f f ♦\ff\/\Pa 0!\ b\\\\ \ \\ ROUND PLASTIC VALVE O COVER: STRUCTURE OR •P♦f/B P P B P/I I I!P I P P P //P f/P l I f/P f //P P I//B//I B d B I I I B I 0 I I P///I \f f f\b f b f NN\\\O\a\\f \f\\\\O f f\O\ ♦f\\\\♦b\f\a 0\f f\\\\\a f 0♦\\ ETCH "QC (C ON UAL) HARDSCAPING f !P t P I/I// /P f f/I P B P B f f f P//P/P I/I I/d B O!P P/f I/I f/P// ............O\\\\\4\\ \f a a f 4\\\\0 a\O a 0 0 0 b\\\ f 4 4 f a♦a a\a f a 0 0 a f a 4 a 0\a 0 0 a\0 a+ •/P/P f/f/f/P I P E P P f//!f f!!i!P I f I I f I B/P P P/P P O/I f f//I B f/ 0 f\\\f\\f\0 a 0 0\0 9\ \\\0 4 0\0\\\\\ \4\\\b\\\a\\4\\O\\\\\0 f b f f• 4 � � I I f O O f f\f f\\\\\f f\\!\f a 0 b a 4 f 0♦O\\\4 0 a a a f 4\\\\+ IN,f I P P f P f I P I l//B f/f P/I f P f/P f/O P P /////P//f I I/P \\b o a\f a O f\a b 0\b\\\f f f a\\f a a a f f\\ \b\a a a b\\\\\0 0 0 a\\a a%\ FINISH E IN P I P P P f//!I d/P I P B/ Ile I/P/f/f f f♦/ I/P P f B 0/!f f f P i l!l l P l P f l \\O\f 0 f a a\0 4 6 4\\\f \\f\O a\a\\\0 0 0 4 \f\\\\\\0\\O!\9 0 0 a a 0 0 4\ /P f/I I f B P f d!f I P/P/ /f I/P I P I T//P T P f P f i P P/f♦I/I f/P/!P!B l • �' f\\\f 0\f♦4♦O f\0 f 0 f a a f b b f a 0 a e\\\\\ \O f f\\\\\\\\\4 0 0♦\O af0• \a f f\b f a f\f\♦\f 0 f a 0\f\\\\a 4 a 0\\ 'P P I i P P\/aP\f fff/\/\♦♦I 0f 0I 4f 0 fb/\f\I.! /P\P\I\/\/\P\f \ \\♦000 0\\0 a 0 f 4f looll c�AT D IN TURF S I I ) ® " IN NON-TURF AREAS 18" I I I .� I I III III III I I I I 1- 111; I I III III III III III I I IE�l a ,Ili ;p_ GLEAN BACKFILL SEE- rSPECS. F MATERIAL. I, III II III f If1 If lf1 If - I I ®r r r -'-- ` 90/a COMPACTION UI III III I III III I { { III s t I I a (y ® N ISI II I � I � _fff I I IIt- , III I ►- ,e off ! fl fI_ 3 DN QUICK I , I PROVIDE6 IN. F AN - �-� COUPLING VALVE BEDDING HA IN w f I I WITH PURPLE I I I Ell LIQ - i L BACKFILL SEE RUBBERCAP - . . . . . . . . . . . . . . . --� l . .°. .'. . . . .'. . . . . . . . . . . . . . . . . . f I `� ( SPECS. F TIL. l N 80 C NIPPLE STAINLESS STEEL 11 r N % ATIREQUIRED SCH III II �� "LN SCREW G P �I IIEEI . . . . . . . ° , . . . . . . . . , , . . EllI- (MINIMUMff ) MINIMUM ( ) C I ~ ® ( _IIf I I Iz 1L I !� CONTROL t SLEEVE I I L LINE: 3/4 AHD 1 III ( I �0 0o CRUSHED �:l� �': ::° I E PLAN INSTALL r =1 1 Ip I I C 0 I L SH a VC r ° ; ,a ..p..p�, �,..v: ' I . . . . . . . , . . AGGREGATE A ®..0 :: d° ,c f---- ADJACENT T U r` I TRENCH a co : v..c c.. SUPPLY LINEI I --TXT LL :��® . o :� 4. Q.�� d I III -�-MAL 0® STREET ELL ®: P ffI=_1 f U SUPPLY LINE: C 40 NIPPLE ®-I FE1 F]ElSU UPLY LIN ii 40/ L. 15SNAKE � I ( f � � L VE- I ICE lf11-11I I T H H 0 I L f tf 1 1 1 f- DIAMETER O SU r, I I "ISUPPLY LIN I f f l I f I f 4 LONG I 6" MARLEX 90° L ®IIf f s CONTROL t -BUNDLE AND TAPE AT NON-PRESSURE T L I I I 1 I I 11 INSTALLADJACENT1 � TO NON-PRESSURE LIN SLEEVE-SIZEIC LATERAL FITTI DIAMETERO NON-PRESSURE _III I fPRESSURE SUPPLYLIN NON-PRESSURELATERAL LI CH 0 900 L LATERAL LIN NOTES: I � � I � " P I I F N C 80 VC 900 CH 0 S 900 1. ALLSLEEVES TO CH 40 PVC. BEDDINGSHADING STREET ELL STREET LL 2. EXTEND ALL SLEEVES12"BEYOND F HARDSCAPING T BOTH . NOTE: PRESSURE SUPPLY R A TAKE 3. UT SLEEVING AROUND HANDICAP RAMPS. 1. LOCATE EA "T "F WALKS, CURBS, HARDSCAPING, 4 LIN FITTING ( 4"LONG) 4. PIPING UN PAVEMENT SUSCEPTIBLETOTRAFFIC LOADS F O l T N 120 T I F 9 (24"MIN.TO 36" PTH TO TOP OF PIP LOW STRUCTURAL SECTION). MOW r 2. TEFLON TA ALL AL THREADS. N PRESSURE SUPPLY LINE 5.MINIMIZE U F GLUE JOINTS UNDERSTREET. 1. PIGTAIL AND LOOP CONTROL f T 900 CHANGES IDIRECTION. . INSTALL IT INTERNALC K VALVE N U 6. MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZEJOINT CA . t° U SUPPLY LINE:2 1/2"AN ALL 18" I DEPTH o COMPENSATING F ATU E THE IRRIGATION N. � NOTE: � 3" N I T 4. A CTI T TT I L T NLY. 6 1. C AT P IO TO INSTALLATION OF VALVE O . � N LO to 9 9 Q CITY OF RANCHO CALIFORNIACITY OF RANCHO CALIFORNIA 91CITY OF RANCHO CUCAMONGA, CALIFORNIA 0 CITY OF RANCHO a N N N APPROVED BY, STANDARD PLAN APPROVED BY, t° APPROVED $YI APPROVED BYI STANDARD PLAN STANDARD PLAN STANDARD PLAN QUICK COUPLING VALVE TYPICAL SLEEVING TYPICAL TRENCHINGPOP-UP SHRUB SPRAY HEADI1 jw/ 7-4 536 533 1/1 532 CITY ENGINEER DATE USE WITH STAND D SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION Cit CITY ENGINEER D T USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER D E USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF i u1 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 SHEET I OF I a R.C.E. 24953 SHEET I OF 1 R.C.E. 24953 R.C.E. 24953 R.C.E. 24953 to MATER PRESSURE CALCULATIONS WATER METER NUMBER 1 WATER METER SI 1" z BACKFLOW ELEVATION(FT) 1557 WATER METER ELEVATION ( T) 1556 SCH 80 PVC UNION ® ELEVATION DIFFERENCE (FT) N/A STATIC PRESSURE (PSI) 104 NA -TIT "WAT P O F z ROUND PLASTIC VALVE BOX& REMOTECONTROL VALVE 2 REMOTECONTROL VALVE SI 1" CONNECTOR O QUAL w COVER ETCHED"PRESSURE REGULATOR" R.G.V. DEMAND(GPM) 22 TOTAL DEMAND(GPM) 22 2 15 WI SERVICE LOOP(LOOP a (CARSON OR EQUAL} HIGHEST HEAD SERVED(FT) 1565 STATIC PRESSURE AT HIGHEST HAD /A ENOUGH ,WIRE TO EXTEND I zN0 Z FINISH GRADE SIZEDESCRIPTION FLOW PSI LOSS BUNDLE 6' OV ) 1" SERVICE LIN (50 FT OF PE K COPPER) 22 1 7.6 PSI 1" WATER M (DISC TYPE) 22 2 2.8 PSI PLIC X COVERWITH I1 I I {--I I � 1" BACKFLOW PREVENTER (R/P TYPE) 22 3 12.0 PSI LOCKING ETCHED II{ I I--{ I- 1" FILTRATION(WYE FILTER) 22 0.5 PSI { { I I 1 11/2" PRESSURE REGULATOR( ILKINS 50OHL ) 22 5 3.0 PSI i 1" FD ASSEMBLY PIPING (BRASS W/4 ELLS) 22 6 .1 PSI T 1 A I=1 III I� 1" MASTER CONTROL VALVE 22 7 3.2 PSI IN NT EDS _{I I y--t�I 1" FLOW SENSOR 22 8 2.8 PSI 3I PRESSUREREGULATOR 11/2" ISOLATION VALVES (BALL TYPE) 22 2.0 PSI -I `-"- 11/2" 200 FEET OF MAINLINE: SCH 40 PVC 22 10 2.6 PSI N/A FEET OF MAINLINE: CL. 315 PV N/A 11 0.0 PSI I I I�I I II I I �l I II I I I { 111= PIPE TO BACKFLOW 11/2" 2-90 DEGREE ELBOWS 22 12 0.1 PSI PIPE FROM 'I I�� 3" 3°' I I PREVENTOR 1" REMOTE CONTROL VALVE 22 13 2.7 PSI METER , { 1 I I --�0 10% LATERAL LINE LOSS N/A 14 3.0 PSI c T I I Irl► 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.5 PSI 12°'X 18" N PLASTIC FLOW 10 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 22 16 4.3 PSI X.CARSON O UAL ,s TOTAL SYSTEM PRESSURE LOSS (SUM OF 1 THRU 16) 17 56,2 PSI 3f I ISI I r PRESSURE REQUIRED AT HEAD 18 30.0 PSI 00 LAC I I--I I VIII- -II _ _ {I� TOTAL PRESSURE REQUIRED(SUM OF#17 AND 18) 1 86.2 PSI _ STATIC WATER PRESSURE (FROM ABOVE) 20 104.0 PSI ==1 11 { { Q`a 111 { RESIDUAL PRESSURE (SUBTRACT 19 FROM 0) 21 17.8 PSI I{=1 I1 ,.... . ®•®: :®a �„�,® 1=1 I I-II f I= SET PRv OR MCV AT(#19 PLUS 15 PSI) 22 101.2 PSI .00® o.p® I I- I 1 PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 23 N/A PSI I i{ql I{ 1 I{= I I ISI I II{I I I--I i l--I i t-i II 3/4"WASHED CRUSHED AGGREGATE BASE DESCRIPTION OFREVISION AT CITY 24 VOLT WIRES.TAPE AND APPROVED BUNDLEDT 15 FT. INTERVALS OTTY OF RANCHO "UCAMONGA U. FT. GRAVEL NOTES: 1.INSTALL CONTROL VALVES A MIN. F 1 "FROM STRUCTURES OR HARDSCAPING. 2.INSTALL VALVES INP T EDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. c5 3.PLACE VALVE BOX T RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CW 4.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. IRRICA TION DETA .ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND U) VALVE NUMBER INSIDE VALVE BOX. //I 114BRIDLEWOOD TRACT o a .ONLY TO USE IN CONJUNCTION WITH CI STANDARD 517- ,REDUCED car PRESSURE BACKFLOW PREVENTER-TYPEB. EAST AVENUE LMD CITY OF RANCHO CALIFORNIA i Q CITY OF RANCHO CALIFORNIA 9 Service Cb APPROVED BYI STANDARD PLAN r. APPROVED BYI STANDARD PLAN APPROVED BY DATE_`� c';PVO / in 24 VOLT SPLICE BOX c ��2 ��, 67 PRESSURE REGULATOR VALVEFORE y0GAL Em"To eq p� 1 W CITY ENGINEER Sv W CITY ENGINEER D T USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION v G• 'fin SSB DATE USE WITH STAND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I �j� O r '.t DESIGN RECOMMEND SHEET I OF I o% R.C.E. 24953 Sweeney 8c Associates, Inc. � � � � These drawings and/or the W R.C.E. 24953 rrl �tt i rr u1t1nCall: TOLL FREE �W qa g / SA accompanying specifications are the exclusive property of !��! 1-800 Signature Summers/Murphy & Partners, 7-31-08 9 Inc. and their use and ukali- 73 yon rive, Suite C z Renewal Date DRAWN cation shall be restricted pto the SHEET C taw 925133 a o �, ® SA original site for which they . 961-461-6830 Fax. 951-461-6850 ' e \Q' were prepared. Re-use, repro- - all: emall@sweeneYassoc.com `�tr o ATF OF CAUFO�� SU LANDSCAPE ARCHITECTS&PARTN INC duction or publication byany OF -- E-Mail: ' TWO WORKING DAYS BEFORE YOU DIG CHECKED 19'G° HIGHWAY,CALIFORNIA prohibited n whole bypart,ten DRAWING NO. D PCrINT, 17 M�T (949)443.1446 FAX(949)443+1631 permission from Summers/ Murphy & Partners, Inc. PROJECT SHT. OF FLAN'TINe"m MATC..eHL I NE LEFT 5YMBOL BOTANICAL1 l5PAC I N& GUANTIT'( TRE 5'NT UA EN! CL Do"u" EUCALYPTU5 NICHOLI I PEPPERMINT L . i _,._._ _ _ I I U I I I x Y 1 a ° ' T THENI U I I T I L.« I ' I p Q d $ 4 4d a 4 p °:e ¢ SIZE A d►�4d.d4�'d.4 d• IIII tI _ , ff2 9 ;r t ,= o e a4#1; I(iI 1 , Il fi P� � f III JF,/ I_ SII=1IIIS1S—YTM 15 L AL EUCALYPTUS NICHOLII .041 EUCALYPTUS NICHOLII / 100 L Y�1i► ..-- - EN I I ;, , —�c o—I I I I-I 1=—1=1�I�I'�1,Ic�I-I"1-1--I�{►1=1� 1e-1---1��'1�1=i►I' 010 IS--1 QI II II F-1 6 4 , i W CIO ell 00 F 5 GAL PT U11J, M 3 ✓0 Al Ld _ I 1I1I1I I-I I,S1IQIIII�—;I e— ►1 — TI —I=��1-1 11�I�I��—=►I I =I �s a► ►�� !I -�----PRIVATE -F A C E B LO CK WALL4. SPLIT-FACE BLOCK WALL SPLIT SHRUBS $ aBOUNDCOVE RSHRUBS & CROUNUCOVEB PLANTING PLANTING B BCITY OF RANCHO CUCAMONGA PLANTING NOTES' STREET IS =►i MSTREET I I ® 11=1 I ISI I I 1 I ISI I Iii 1I—I1 1I = II I F I I I1:111- 1 I F I I IEI I IEI I I®i I I- SI I I IEI I I®1 I I =1 I F1. CTAT LL NOTIFY THECI L ARCHITECT F IT CONDITIONSI � I 1 1 11 1 11=111'4 ICH PREVENT rTALLATIPPLADIFI SPECIFICATIONS. CONTRACTOR LL 1-1 I ISI I SI IS I —I l I�—I I II I I— 111= - - 11=1I I®II = S —111-111=1I1=111=1 I ISI I=11= I IS®I —1 I I -1 ,IRESPONSIBLEF REMOVINGN REINSTALLING IRRIGATION EQUIPMENT, REPLANTING HI A T INSTALL P PLASPECIFICATIONSECTION — SECTION - BB 2.CONTRACTOR SHALL FOLLOWTAIL AN SPECIFICATIONS F ILPREPARATION,PLA T SIDEWALK SIDEWALK SCALE: 1/4, —OPIT REQUIREMENTS,STAKING AND BACKFILL REQUIREMENTS. T SHALL FAMILIARIZE IT ALL UNDERGROUND UTILII ,PIPES, STRUCTURES,ETC, HALL TAKEL RESPONSIBILITY T N COST T THECITY, Y DAMAGE F Al FACILITIES. 4.N PLANTING SHALL E DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE - 111 - 201 A INSTALLATION F THE'SPRINKLER SYSTEM HCOMPLETED, FINAL D 'HAV ESTABLISHED,T PLANTING V . PROPERLY PREPARED A SPECIFIED,AND THEK APPROVED Y TCITY. 5.ALL PLANT MATERIALS HALL E APPROVED F I Y T 1 LANDSCAPE ARCHITECT PI INSTALLATION. FI L LOCATION F ALL T MATERIAL HALL BE T VL Y REPRESENTATIVEF I PRIOR 7EXCAVATION. 44110 -20 40 60 0 NORT 6,CONTRACTOR IRESPONSIBLE F ALL I / T Y DAMAGED LANDSCAPE T LIMIT ,THAT f DIRECT ULT F THE' LANDSCAPETAT 1 HIS U REPLACEMENT IT LL BE 1-4 4 EXACTDUPLICATES1 IAL K PLANTS, L OTHERWISE THE CITY. /g 1 L 7«QUANTITIEST L TI U LY, FINAL QUANTITIESDESCRIPTION FREVISION TCITY PLAT MATERIALS INSTALLED ALL V INDICATED I 15 UIAPPROVED REQ 5 GAL T / U a A J T TURF PUBLIC' CUCAMONGA ADJACENT T PRIVATE LANDSCAPE T IS CiTr OF RANCHO 1 REQUIRED, PURSUANT CITYSTANDARDSTIL . LE ALL T L I i L OTHERWISE V Y THETREE VINE PLANTING PLAN 4\ 1 1 .THEFOLLOWING IL L F 1 L l LIL BRIDLEWOOD TRACT 1116114 ° T N QUANTITIES LL IL TEST RECOMMENDATIONS(SEE SPECIFICATIONS). T TIL THEREQUIRED IL T "INTO T IL T THE EAST A VENUE LMD UI T P 1,00 . Y. NIT STABILIZEDSAWDUST Underground Service Alert 1201 GYPSUMU N 1I -P PL ) PD6 I CApEAPPROVED BY DATEe;�E9&14f7 A« Mu ' ENGINEERC'L' UB Dw"&1V0ff` FQ 11.LANDSCAPE E ALL RECEIVE 4" IP L LLT SHRUBS, L I T D , I NDA W All � I These drawings and/or the REOMMENDED MATCoHLINE ABOVE RI &HT AND DETAIL HE IN PATI LL ACCOMMODATE T MULCH. CONTRACTOR ll: TOLL FREE — accompanying specifications SHALL I L FOR T I APPROVAL I T PLACEMENT. egnare the exclusive property of 1-800 7-31– Summers/Murphy & Partners, WOOD CHIP MULCH .3,AVAILABLE FROM: inc. and their use and ubli– SHEET R ae� cation shall be restricted to the 227-2600 ' EC original site for which they A f T S / P were prepared. Re–use, repro– MONECTS ' � • � F S duction or publication by any ONTARIO AVE 3F CA.,FCy AY, Zia method, in whale or part, is ONTARIO, 1761 TWO WORKING DAYS BEFORE YOU DIG C prohibited except by written DRAWING NO. MM (PH,909-947-5983 ; FAX( 9) 3.16 permission from Summers!Murphy Partners, inc. FAX:909-923-7208 111111 Jill, I,I PROJECT HT« BELON LErT t,, 1ATr...,.HLI _ I NE CLU DRIVE HU _., .._....,._:,__ .� _.., . w INL55END- f !x FLANTINC 5 GAL BOTANICAL NAME COMMON NAME 51ZE FA I NU NT I T ` 2 .».1 T f f U 4 d and , ' d d 4 + T I I I I U 5 GAL PT L• I 8 d PT ° I I I I 'PINK 'AL ' INDIA HANTHORN 5 &AL. AT 4' O.C. 4 C G] d d .'. , U V � �}v .w. TRACHEL05PERMUM JA5MINOIDE5T I I L. AT 241, NAND I DOME5TIOA 'NANA' HEAVENLY BAMBOO 5 !mow T 1I + I 1 ' 101I d . ,3 LOCATION L RI I �} _d + c - a + . j I ". SIZE SYM + r 4 + }tt4 d i d °4I ' J d I I t • is = 6i j.4tt A A i it i .., .. a •� IIP I I i � • i I '4 i 14 d.,5 GA 4 ! ® f PT 4 li `i CITY OF RANCHO CUCAMONGA PLANTING NOTE 1.CONTRACTOR SHALL NOTIFY THE CI AND LANDSCAPE I 3 GAL C TE I IT! I_ WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE i 12 ;;1 RESPONSIBLE FOR REMOVING AND REINSTALLING IRRIGATION t NT,AND REPLANTING AREAS WHICH ARE NOT INSTALLED E ' ` • � ,., ,. �� LAN AND SPECIFICATION ' .• E, ,r: __...._ ....•,._ CONTRACTOR SHALL FOLLOW DETAIL AND SPECIFICATIONSILPREPARATION, PLANT + PIT RER ,STAKINGAND BACKFILL REQUIREMENTS. d cor .CONTRACTOR SHALL FAMILIARIZE HI SELF/HE SELF WITH ALL UNDERGROUND UTILITIES,PIPES, + t yti d + STRUCTURES, ETC.,AND SHALL TAKE SOLERESPONSIBILITY FOR THE REPAIR/REPLACEMENT,AT _ NO COST TO THE CITY, NY DAMAGE OF SAID UNDERGROUND FACILITIES. + .-C- f d .'.' 4, PLATT SHALL E E UNTIL ALL OPERATIONS INCONJUNCTION IT T • d -} :. + INSTALLATION OF THE,SPRINKLER SYSTEM HAVE BEEN COMPLETED, Ff AL GRADES,HAVE ESTABLISHED,THE PLANTING EAS HAVE BEENPROPERLY GRADQ AND PREPARED+ SPECIFIED,AND THE WORK APPROVED THE CI + _ .... 5 GAL PT 5«ALL PLANT MATERIALS SHALL BEAP APPROVED FOR QUALITY BY THE CITY ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL Y EPR Fos S TTIVE OF THE CITY PRIOR X VTI w GAL RI i f 5 AL C { ' 6e CONTRACTORIRESPONSIBLEF ALL REPAIRS AND/ REPLACEMENT F ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT F K THAT I A Roman 5 DIRECT ULT F THE' \ LANDSCAPE CONTRACT AND/OR I SUBCONTRACTOR. REPLACEMENT CT LL BE 12 :- lea, ., -.., ,� _ EXACT t DUPLICATES OF ORIGINAL WORK OR PLANTS,UNLESS OTHERWISE APPROVED Y THE .w.......... l I 7«QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES NLY. FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED L SPACING mammonail x REQUIRED. ' �. .._._ __..._ ...... w_ .w_.» ... ... �.. __ . , o I r —co 1 «WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC °a LANDSCAPE AREAS ARE ADJACENT TO PRIVATECAPE AREAS,A CONCRETE HEADERI a, , REQUIRED,PURSUANT TO CITY STANDARDSAND DETAILS HEREON. .j + I CLEANUP SHALL TAKE PLACE N A DAILY BASIS UNLESS1 P V Y THE CITY i d _ i F *{ 5 GAL T 10•THE FOLLOWING SOIL AM15D ENT HALL FOR ID PUP ONLY. I L{ IL + AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ONS IL TET RECOMMENDATIONS a t ' . SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AME14DMENTS 6"INTO H IL THE REQUIRED TES PER 1,000 + 4 CY. NITROGEN STABILIZED SAWDUST GYPSUM120 IBS 1251 S GRO-P ER PLUS . + �___.�..»._..._. ..�»_., _......._.� .w__... 11 w LANDSCAPE AREA SHALL RECEIVE F WOOD CHIP MULCH UNDER LLT •. a + HUS,AND BLEND INTO E AT GROUND VE AEA PURSUANT T IND STANDARD AND DETAILS HEREON. GRADING OPERATIONSHALL ACCOMMODATE THE MULCH. CONTRACTOR ; HALL IT A SLFTHE CI PVL P1TPUCH PLACEMENT. t201 WOOD CHIP MULCH No.3,AVAILABLE FROM: 5 GAL RI A TESIA SANDT 12 13 ONTARIO AVE ;f ONTARIO,CA 91761 ' I � ` ( PH: 09-947-59 • ��_,., 0 20 40 FAX.909-923-720 ' A I _._ 4 I i p 5DES , f c ► Tr OF REVISION CITY LrPT + I APPROVED 2 CITY OF RANCHO C`UCAMONGA ;� 4, d 4d I SHR r�-UB PLA NT TNG PLAN a d a4 RRIDLE WO OD TRA #1 14 A VENUE LMD EA HUN Under i round Service Alert CLUB DR`IVE ® RSAPPROVED BY J i �Q eAp � �P=64GON ALERTQ�C ,« u by Fq� 1ENGINEER ts-4 AT r. H L I "INE A50\, /I RI &HTr C1Q G� Call: Cat N RECOMMENDED w These drawings and/or the txED accompanying specifications Signature are the exclusive property of !1t` 7-31-08 Summers/Murphy & Partners, Inc, and their use and ubli—low. H �• newel Dae DRAWN P 227-2600cation shall be restricted to the ci'1, e ��• 1W original site for which they ATE` � SU / p were prepared. Re—use, repro— TWO WORKING DAYS BEFORE YOU DIG FCA��F thod,oinpublication or part, is F CHECKED C H AY,SUITE 200 DRAWING D R 92629 prohibited except by written IL 0 4ff ( 9} 3• 6 ED FAX( 9) 3.1631 permission from Summers/ Murphy & Partners, Inc. PROJECT HT« OF NOTES: 1. REMOVE NURSERY STAKES AND R. FILL CAVITY WITHIN ROOTBALL. 2. STAKES TO BE PLUMB AND PARALLEL. STORM IN/ CATCH BASIN BCR 3. STAKE TREE PERPENDICULAR UNDERGROUND UTILITIES � } TO PREVAILING WIND. �/ N 5' a MIN. `�...,r o E t ) W Wz SIDEIN K _ •` :a zM S.L. �' TILT � ) P � LIMIT F NT REQUIREMENT -D i �<._/ J STIGIiTLY GOA, 3°13� TO FORM ;:R4 1 t3 5 •� DEPRESSED. WATERING BASIN. MIN MIN w TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TOP OF ROOT LL TO 4"WOOD CHIP MULCH. 61 CURB AND GUTTER TRUNK TO ALLOW FOR WIND EXTEND 2"ABOVE NO WOOD CHIP MULCH SHOULD BE MIN+ FLEXING OF THE TREE.BUT TOP OF STAKES BELOW FINISH GRADE PLACED O ALLOWED TO REMAIN NOT SO LOW AS TO LOSE HEAD OF TREE WHERE OVER THE RCOO ALL. SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. FINISH GRADE THE HEAD TO DROP. a MAIN TRUNK > 40 (2)SETS OF CINCH TIES SPACED 24" APART,CONVEX SIDE AGAINST TREE SIDEWALK C°► z TRUNK.ATTACH WITH GALVANIZED _ ® �a DGE POLES.® SCREWS TO 3'LO 72p 2"DIA.LODGE POLE PINE STAKES f DISTANCE E u THEFH DRIVE ON CEN PIN DISTANCE T THE ROACH N CENTER SPACING WITH WOOD PRESERVATIVE STAIN, ROOT BALL DRIVE A MINIMUM OF B'"INTO f( If I �- OF S CIFIED U IFI 5' S` CUR D � , UNDISTURBED SOIL AND POSITION i STAKES OUTSIDE ROOT BALL. " f I I DISTANCE L T T N NT IN. MIN. GCI MIN. MIN. � .�. ��j f f=. .�.�,. � I { P err TO c )SIM THE UNE GROUND = f � �`( � ��-� -- !: WIDTH OF THE ROOT BALL. SPACINGF If , {1 `` E i f i UNLESSSPECIAL AS A DESCRIBED ap TiRU E . . TOP OF ROOTBALL TO EXTEND 2" f f 1 I I.-�I I f�f I 1 t[f fifi i1 t tEEf!f f 1 - t .BELOW. TRANSFORMER VAULT•. TIGHTLY COMPACTED 3"BERM ABOVE FINISH GRADE. t i i f E TO FORM WATERING BASIN FOR PLANT PIT T4 BE(2)TIMES THE RESIDENTIAL AND GROUND COVER • WIDTH OF THE ROOT BALL.N O 1 I ffff ff NOTE: NOTES: INSTALLATIONS.LOCATE OUTSIDE WOOD CHIP MULCH SHOULD NA BACKFILL NO 1. L N LN T T T AL 1. T SPACINGSHALL CONFORM T PLANS APPROVED Y THE GIENGINEER. OF PLANT PIT.BERMS IN TURF PLACED OR ALLOWED TO REMAIN ROCKS GREATER THAN 3" SPACING(TRIANGULAR)UNLESS IS INDICATED N AREAS REMOVED PRIOR 2. ALL TREES IN ER.O.W.ARE SUBJECT TO LINE OF SIGHT TO CITY ACCEPTANCE. OVER THE ROOT BALL. bI ETER. PLANS: E L FOR SPACING OR CRITERIA AAPPROVED TRAFFIC ENGINEER. E tSNt RBS ISTD ED NATI SOIL. 2. WHE NTE JAC NTT L LK U . MAINTAIN a T FROM G F TRE TO EDGE F L UNDERGROUND ` IMI LI ITATI N L.SH UCOVER SHALL PLANTED F CILITI S.IN ITION I TAIN& OM CENTS TREE TO L UTIL -- —_ AT ONE-HALF T DESIGNATED SPACING O A E T LINES. ' = \�,`�}r\\jr\\}r\ �\ lj\\\— — F UM LI t .S L N F ACI I TS. r\\\ /\\ =1 f ISI I I NOTES: {I I I1 tir,�\\\\jr%\\\jrtej/fi� /rr/r/rjr�rr/r o1.UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACINGREQUIREMENTS LGOVERN T FIQUANTITIES 4. TREES SHALL N E LOCATED ON PROPERTY LINES. INTI APPOxIM TELY 'BOR GUARD IN TURFKRo?TBALL T MATERIALS. QUANTITIES INDICATED THEXOF ROOT BALL.p0 NOT C C fFROM CENTER TO I SIDE F OE LINE, AREAS AND FRONT YARDS. LEGEND ARE ESTIMATESONLY. S. STREET T EE$ARE SUBJECT-TO INSPECTION AND ACCEPTANCE Y THE STREETI1II II1=\\I\ ® 4. WHEN WIDTH F Y E NOT L SPACING ROOTBA TENGIN IN DIVISION. NATIVE BACKFILL WITH SPECIFIED OV ' :EN THEN THESPACINGPARALLEL NO ROCKS GREATER SIDEWALK,AFTERAPPROVAL OF CI INSPECTOR. T E SH L P D ACCORDING TO THE 6. STANDARD PLANS. THAN s"®IA. III=111=1I1=1 III—III—III—III=III I1=1II—III— 1=1 CITY OF RANCHO 1=1 11-1 I ISI I I { I f 1=1 I ISI 11-1 11=1 _I I 1=i 11=I I I ' CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA NATIVE SOIL UNDISTURBED TANDARDN x PRO }BY: STMD PLAN CITY OF RANCHO CUCAMONGAs CALIFORNIASHRUB AND GROUND COVER 9 ------ CONTAINERPLANTING W SPACING 508 I~ APPROVED B3Y: ST ARD PLAN 6013 WTREE q CRI ENGINEER BATE USE WITH STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 ENGINE DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC NSTAUOTION SHEET I OF.i t LO ' R.C.Q. CCTY ENGBI3EER DATE USE WITH STAND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I a CITY OF RANCHO R,C.E WAPPROVED BY, DOUBLE STAKED TREE 5 GAL 24 BOX 502 CALIFORNIA STANDARD PLAN W U} I j CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I X R.C.E. 24953 OCR &WINIC11% I N "0' N T A INE Fo<mN Afft�-* L/""a- N'T I N o SHRUE:3 A"N' 'ED E E U 5 L E 5 T A E 10-�) T`2' TREE NOTES: 1. SLOPE IN TURF AREAS: t H C LAPIN (CONCRETE E , a. BETWEEN CURB AND SIDEWALK/TRAIL -.27. CU GUTTER,SIDEWALK,ETC.) b. BEHIND SIDEWALK/TRAIL -- 2% TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL.. 4"OF COMPACTED WOOD CHIP MULCH. 2. SLOPES IN SHRUB/GROUND COVER AREAS: a. BETWEEN CURB AND SIDEWALK/TRAIL. - 2% FINISH SOIL GRADE b. BEHIND SIDEWALK/TRAIL -- 2% MIN, TO 3:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED 12" IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL, PROVIDED THAT SUCH SLOPES OVER 3.1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED 'QN A CASE Y CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. cv SHOVEL.CUT EDGE COMPACTED NATIVE SOIL 2-20-07 V C 'rURF .1 q OUTSIDE PUBLIC R.O.W. NOTES: AX. ----. � 1 1. T , DESCRIPTION F REVISION T I °A SAMPLETHE INSPECTOR FOR APPROVAL. APPROVED 2.MULCH AROUND TREES,AND SHRUBS AS PER t STANDARD PLANS AND BLEND �°``�` '' INTO E T UN CO AREAS. TU1 , SH U1 ASND G OUND COVER` 2% Nf i 3,MOISTEN MULCH 1 T TIT ASSIST INCOMPACTION. TT'T 7* OF RANCHO 4.NO MULCH SHALL BE PLACED V THE ROOTBALL OF A WOODY PLANT OR WITHIN PUBLIC RIGHT--OF--WAY ALLOWED TO REMAIN THERE. (SEE NOTES HEREON) PLANTING DETAIL,!)' Q N '"T BRIM, , WOOD TRACDEAk"'N AVENUE LMD6 ),T CITY OF RANCHO CUCAMONGA, CALIFORNIA --mround Z'Service Alert �! I ` « oCITY OF RANCHO CUCAMONGA, CALIFORNIAg AFPROVED BY: STANDARD PLAN APPROVED 0- STANDARD PLAN APPROVED BY DATE0ENG ALEFFIT ALLOWABLE GRADES. MULCHINSTA 509QyFQ Yp� Msp�CA p�,� , E. NO. 24953 1 LLATION. ENGINEER A'TE WITH ST D S CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C� © ,G � �Q � RECOMMEND D CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUGTBON ,HEFT 1 QE" i D USE SME 9 QF 1 �� a` , �'' These drawings and/or the UQ" k.;all-- TOLL FREE SMP accompanying specifications tY are the exclusive property of E7C R.C,E. 24953 I' ure Summers/Murphy & Partners, zo� 1_8UV 7-31- Inc. and their use and publi-- SHEET tnewa a e cation shall be restricted to the .014 1 original site for which they ZZ7-zouuJ2,Qe \P SMP were prepared. Re--use, repro- ' l` S0/ P duction or publication by any F OF"CAE-,�Q LANDSCAK ARCHITECTS CO H Y, 200 method, in whole or part, is TWO WORKING DAYS BEFORE YOU DIG C D 6 prohibited except by written DRAWING NO. 9) 3• FAX( 9) 3.1631 permission from Summers/ EDMurphy & Partners, Inc. U L H I I F_ NEI CONCRETE SPECIFICATIONS PART I GENERAL 1.01 Description For concrete information refer to the Standard Specifications for Public Works Construction(Green Book: Edition per the City of Rancho Cucamonga). efe t Sections 4, 201, 303, and 400,as well as any other sections related to the installation,per and post installation of concrete work,materials, labor, and clean-up. n ar Specifications for Public Works Construction is available from: I Building News 3055 Overland.Avenue Los Angeles, CA 90034 (310) 202-7775 1.02 Scope Furnish and install all concrete work complete as indicated on the drawings or as specified, including,but not limited to the following: A. Furnish and set all reinforcing steel,bolts, and anchors. B. Install all items required by other trades which are to be cast into concrete. C. Concrete mow strips, footings for walls, fencing,posts,benches, etc.,where applicable. 1.03 Protection All finished concrete work shall be barricaded to pedestrian traffic for three(3)days. Barricade shall be placed irnediately after concrete finishing. Contractors all furnish, place and remove all of his own barricades. Contractor shall be responsible for any damage to new construction and replacement or repair of the work shall be made without added cost to the City. 1.04 Clean-up Upon completion of all concrete work and before final acceptance, the Contractor shall remove all tools, surplus materials, apparatus,debris, etc. from the site and the sites all be left in a clean,neat condition acceptable to the City. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO G"JUCAMONGA CONSTRUCTION SPECIFICA TIONS BRIDLEWOOD TRA "T #16 -114 E 'T A A!') A VEN UE L MD Underground Service `— APPROVED Y ��FQ ra �`�D pF 1 1 DATE NEER R.C.E. U A L E FIT G Murp �q,A� Vq° � � o�� DESIGN Call: TOLL FREE W 0 These drawings and/or the RECOMMENDED �'" accompanying specifications 1 _800 119n are the exclusive property of 111` 7-31-08 Summers/Murphy & Partners, newal ate DRAWN Inc. and their use and publi— c227-2600ation shall be restricted to the SHEET crj, e original site for which they -9p�, a�� SU f were prepared. Re- use, reproL-10 13 — OF CAL`F S CH duction or publication by any OF - TWO WORKING-- DAYS BEFORE YOU D I O CHECKED 34 C y AY, 200 method , in whole or part, is N' 5"0 w`E Co I F I C..1 A T D FR 92629 prohibited except by written 9} 3• F ( O 3.1631 permission from Summers/ 1 Murphy & Partners, Inc. 2195—Z. PROJECT SHT. OF CITY OF RANCHO CUCAMONGA 4. The chart is to be a reduced drawing of the actual installed system. However,in the event the controller sequence is not legible when the T 2 -PRO UCTS PLANTING AND IRRIGATION SPECIFICATIONS drawing is reduced,it shall be enlarged to a size that will be readable when reduced. 2.01 MATERIALS 5. The chart shall be a black line or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. A. General: Use only new materials of brands and types noted on drawings, specified herein,or approved equals. SPRINKLER IRRIGATION SPECIFICATIONS 6. When completed and approved,the chart shall be hermetically sealed between two pieces of plastic,each piece being a minimum 20 mils. B. PVC Pressure Main Line Pipe and Fittings: PARTI -GENERAL These charts shall be completed and approved prior to the final field observation of the irrigation system. 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 315. 1.01 DESCRIPTION 2. Class 315 pipe shall be made from an NSF approved Type 1, Garde !,PVC compound conforming to ASTM resin specification D 1784. . Operation and Maintenance Manuals: All pope must meet requirements as set forth in Federal Specification PS-22-70,with an appropriate standard dimension A. Scope of Work: Provide all labor,materials,transportation, and services necessary to famish and install the Irrigation System as shown on.the ( .D. .)(Solvent-weld Pipe). Drawings and described herein. 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar days prior to completion of construction,two hard-cover,three B. ring binders containing the following information: 3. Pressure main Line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 ° solvent welded joints. Standards: All work and aterials shall co ly with gove ` g codes, safety orders, standards,and regulations,and meet the °mum requirements of the Standard Specifications For Public Works Construction(Green Book)latest edition. a. Index sheet which states Contractor's name,address, and telephone number,and which lists each installed equipment and 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 PVC compound conforming to ASTM resin specification D 1785. material item including names and addresses of manufactures local representatives. All pipe must meet requirements as set forth in Federal Specification PS-21-70. 1.02 QUALITYASSURANCE&REQUIREMENTS b. Catalog and parts sheets on every material and equipment item installed under this Contract. C. Guarantee statement. 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to AST test procedure 2466. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. d. Complete operating and maintenance instructions on all major equipment. 6. Solvent cement and primer for PVC solvent-weld pipe abd fittings shall be of type and installation methods prescribed by the B. Manufacturer'sDirections: Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of articles used in 2. In addition to the above mentioned maintenance manuals,provide the City's maintenance personnel with instructions for major manufacturer. this Contract famish directions covering points not shown in the Drawings and Specifications. equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has been rendered. 7. A11 PVC pipe must bear the following r s: C. Ordinances and Regulations: 1 local,municipal and state laws,and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications,and their provisions shall be carried out by the Contractor. Anything E. Equipment to be Furnished: a. Manufacturer's name contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the same. b. Nominal pipe size However,when these Specifications and Drawings call for or describe materials,workmanship,or construction of a better quality, 1. Supply as a part of this contract the following tools: C. Schedule or class higher standard, or larger size than is required by the above rules and regulations,the provisions of these Specifications and Drawings d. Pressure rating in P.S.I. shall take precedence.. a. Two (2)sets of special tools required for removing,disassembling and adjusting each type of sprinkler and valve supplied on e. NSF(National Sanitation Foundation)approval this project. f. Date of extrusion D. Explanation of Drawings: b. Two(2)four-foot valve keys for operation of gate valves. C. Two (2)keys for each automatic controller. 8. All fittings shall bear the manufacturer's name or trademark,material designation, size, applicable I.P.S. schedule and NSF seal of 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets,fitting, sleeves,etc.,which may be required. The Contractor d. One(1)quick coupler key and matching hose swivel for every five(5)or fraction thereof of each type of quick coupling approval. shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, valve installed. furnished such fittings,etc.,as may be required to meet such conditions. Drawings are generally diagrammatic and C. PVC Non-Pressure Lateral Line Piping: indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between the 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation can occur, irrigation system,planting and architectural features. evidence that the City has received material must be shown to the City of Rancho Cucamonga. 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with solvent-weld joints when installed ` planting areas. . All work called for on the Drawings by notes or details such be; °shed and installed whether or not specifically mentioned in the 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING 2. Non-pressure lateral line piping installed under paved areas shall be PVC Schedule 40 with solvent welded joints. specifications. A. Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading,unloading,and storing PVC pipe and fittings. 3. Pipe shall be made from NSF approved,Type I, Grade II PVC compound conforming to ASTM resinspecification 1784. All pipe 3. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a must meet requirements set forth in Federal Specification PS- 2-70 with an appropriate standard dimension ratio. ode differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be obstructions or differences should be brought to the attention of the City of Rancho Cucamonga. In the event this replaced with new piping. 4. Except as noted in paragraphs 1,2,and 3 of this section(2.01 ), all requirements for non-pressure lateral line pipe and fittings shall be notification is not performed,the Contractor shall assume full responsibility for any revision necessary. the same as for solvent-weld pressure main line pipe and fittings as set forth ' section 2.01 of the Specifications. 1.05 STITUTIOS 1.03 SUBMITTALS D. Brass Pipe and Fittings: A. If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications,he may do A. Material list: so by providing the following information to the City of Rancho Cucamonga for approval: 1 Where indicated on the Drawings,use red brass screwed pipe conforming to Federal Specification# - -351. 1. The Contractor shall fumish the articles, equipment,materials, or processes specified by name in the Drawings and Specifications. No 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be submitted. 2. Fittings shall be red brass conforming to Federal Specification -P-460. substitution will be allowed without prior written approval by the City of Rancho Cucamonga. 2. Provide descriptive catalog literature,performance charts and flow charts for each item to be substituted. E. Copper Pipe and Fittings: 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer,model number,and description of all materials and equipment to be used. Although manufacturer and other information may be different,the 3. Provide the amount of cost savings if the substituted item is approved. l. Pipe: Type K,hard tempered. following is a guide to proper submittal format: B. The City of Rancho Cucamonga shall have the sole responsibility in accepting or rejecting any submittal item as an approved equal to the equipment 2. Fittings: wrought copper,solder joint type. Item o. Description Manufacturer Model No. and materials listed on the Drawings and Specifications. 1 Backflow Preveter Febco 825-Y-13V 1.06 GUARANTEE 3 Joints shall be soldered with silver solder,45 % silver, 15%copper, 16%zinc,24%cadmium, solidus at 1125°F, and liquidus at 1145°F. 2 Automatic Controller Calsense ET2000-24-LR-RR F. GateValves: 3 Master Valve Superior 3100 RCV A. The guarantee for the irrigation system shall be made in accordance with the attached form. The General Conditions and Supplementary Conditions Etc. Etc. Etc. of these Specifications shall be filed with the City prior to acceptance of the irrigation system. 1. all Valves(11/2" and smaller) Irrigation submittal must be specific and complete. All items must by listed and should include solvent,primer,wire,connectors,valve, B. A copy of the Guarantee form shall be included in the operations and maintenance manual. a. Ball valves shall be a 125 lb SWP bronze valve with threaded ends and shall be equipped with a stainless steel handle. boxes,etc. No copies of manufacturer's literature(catalog cuts)are required as submittal information. b. Ball valves shall be Nibco T-585-70-66 or approved equal. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: C. All Ball valves shall be installed per detail. 3. Equipment or materials installed or furnished without prior approval of the City of Rancho Cucamonga may be rejected and the Contractor may be required to remove such materials from the site at his own expense. GUARANTEEE ATI 2. Resilient Wedge Gate Valve(2" and larger) 4. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the We hereby guarantee that the irrigation system we have flimished and installed is free from defects in materials and workmanship,and the work has a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. Drawings and Specifications on the basis of the information or samples submitted. been completed in accordance with the Drawings and Specifications,ordinary wear and tear,unusual abuse, or neglect excepted. We agree to repair b. Resilient Wedge Crate valves shall be No. 403 RT-RW as supplied by Watts or approved equal. or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or C. All Resilient Wedge Gate valves shall be installed per detail. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the replace any damage resulting from the repairing or replacing of such defects at no additional costs to the City. We shall make such repairs or guarantee. replacements within a reasonable time,as determined by the City,after receipt of written notice. In the event of our failure to make such repairs or G. Quick Coupling Valves: replacements within a reasonable time after receipt of written notice from the City,we authorize the City to proceed to have said repairs or B. CO GS: replacements made at our expense and we will pay the costs and charges therefore upon demand. 1: Quick coupling valves shall have a brass,two-piece body designed for working pressure of 150 P.S.I. 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily,showing PROJECT: 2. Quick coupling valve shall be operable with a quick coupler key. Key size and type shall be as shown on the Drawings. every change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on LOCATION: H. Backflow Prevention Units: the site and shall be used only as a record set. l. Backflow prevention unit shall be of size and type indicated on the irrigation drawings. Install backflow prevention accordance SIGNED: with the Drawings. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds,showing the work as actually installed. For example,should a piece of equipment,be installed in a location that does not match the plan, ADDRESSED: 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesh monel screen and shall be similar to Bailey the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as #10013 or approved equal. indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record PHO DATE OF ACCEPTANCE: awing plan at the proper time. 3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. 3. Before the date of the final observation,the Contractor shall transfer all information from the"record drawing"prints to a sepia mylar or The Contractor shall verify with the local governing body as to material type and installation procedures prior to start o s" `larY lar material. Arrangements shall be made through the city for obtaining said sepia mylar or similar mylar construction. Submit shop drawing for approval. material. l work shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Raidograph, Kueffel&Esser,or Faber Castell. The dimensions shall be made as to be easily readable even on the final controller chart(see Section C). The original mylar "record awing"plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the controller chart. E CITY . The Contractor shall dimension o two (2)permanent points of reference,such as building comers, sidewalk edges,road intersections, DESCRIPTION F VII T APPROVED etc.,the location of the following items: /'y TrP'r 7, `UCAmONGA . Connection to existing water lines. b. Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines(dimension max. 100'along muting). IRRIGATION SPECIFICATIONS e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. /7 # g. Quick coupling valves. BRIDLE WOOD TRA L11 -1 (9 14 . Stub-outs for future connections. i. Other related equipment as directed by the City of Rancho Cucamonga. EAST A" VENUE LMD 5. On or before the date of the final field observation,the Contractor shall deliver the corrected and completed sepias to the City of Rancho, Cucamonga. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information Undergroun Service Alert ...................................... ...... that may be omitted from the prints. A% H d "14",(RE T T% D CAP CITY ENGINEER hIZIJ, Y/1 DATE C. Controller Charts: d0` I-AXLEmm" M U�G• bu,,yp'A�� . . NO. 24953 U .`e, .; FREEcoll 1 � DESIGN RECOMMENDED I,��i III � '' I ' These drawings and/or the 1. s-bunts drawings shall be approved by the City of Rancho Cucamonga before controller charts are prepared. accompanying specifications 1 natury are the exclusive property of 4 - 7-31-08 Summers/Murphy & Partners, 4P J2. Provide one controller chart for each controller sequence. newal a e DRAWN Inc. and their use and pubo- ® cation shall be restricted to the �P), Date ®QSMP original site for which they SHEE 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. ATF su , P were prepared. Re-use, repro- 13 OF CALt� g duction or publication by any TWO WORKING DAYS BEFORE YOU DIG CHECKED method, in whole or part, is 34 G® ^Y. DAM MNT,CAMMA 92629 prohibited except by written DRAWING ED (949) 3 FAX(949) 31631 permission from Summers/ ° Murphy & Partners, Inc. Z. I Ro"R" I A T 10`N PROJECT HT------ O I. Check Valves: 1. Swing check valves 2" and smaller shall be 200 poundW.O.G.bronze construction with replaceable composition,neoprene, or rubber 2. All layout shall be approved by the City of Rancho Cucamonga prior to installation. disc and shall meet or exceed Federal Specification -V--51D,Class A,Type IV. B. Water Supply: 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be 1. The irrigation system shall be connected to water supply point(s)of connection as indicated on the Drawings. similar to the Valcon"ADV" or approved equal. 2. Connections shall be made at the approximate location(s)shown on the Drawings. The Contractor is responsible for minor changes J. Control Wiring: caused by actual site conditions. l. Except as noted otherwise,connections between the automatic controllers and the electric control valves shall be made with direct burial C. Electrical Supply: copper wire AWG-U. . 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG-TW solid capper wire. Pilot wires shall be a different calor wire for each automatic controller. Common wires shall 1. Electrical connections for any and all automatic controllers shall be made to electrical point(s)of connection as indicated on the e white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's Drawings. specifications and wire chart. In no case shall wire size be less than#14. 2. Connections shall be made at the approximate location(s)shown on the Drawings. The Contractor is responsible for minor changes 2, Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. cause by actual site conditions. 3, Where more than one(1)wire is placed in a trench,the wiring shall be taped together at intervals of fifteen(15)feet. 3.03 INSTALLATION expansion curl shall be provided within three( )feet of each wire connection. Expansion curl shall be of sufficient length at each A. Trenching: splice connection at each electric control valve, so that in case of repair ,the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow conductors. layout indicated on the Drawings and as noted. . All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs,Rainbird Snap-Tile wire connectors., or approved equal. 2. Provide for a minimum of twenty-four(24)inches cover for all irrigation lines installed under paving or hardscaping. Make only one splice with each connector sealing pack. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure supply lines of three (3)inches or larger in diameter. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of 4. Provide for u of eighteen(18)inches cover for all pressure supply lines of two and one half(V?)inches or smaller Rancho Cucamonga.K. Automatic Controller: 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. 1. Automatic controller(s)shall be of size and type shown on the Drawings. 6. Provide for a minimum cover of eighteen(18)inches for all control wiring. . Final location of automatic controller(s)shall be approved by the City of Rancho Cucamonga. 7. Refer to City Standard 120 "Trench Repair"when within City streets susceptible to traffic loads. . Unless otherwise noted on the Drawings,the 120 volt electrical power to each automatic controller location is to be famished by others. B. Backfilling: The final electrical hook-up shall be the responsibility of the Contractor. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated L. Electric Control Valves: materials approved for backfilling,consisting of earth,loam, sandy clay,sand,or other approved materials,free from large clads of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent 1. All electric control valves shall be the same size and type shown on the Drawings. undisturbed sail in planting areas. Backfill will conform to adjacent grades without dips, sunken areas,humps or other surface irregularities. . All electric control valves shall have a manual flaw adjustment. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than ane-half(1/2)inch in size will be 3, Provide and install one control valve box for each electric control valve. permitted in the initial backfill. M. Control ValveBoxes: 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga. I. Use 10" x 10- / "round box for all gate valves. Carson Industries#910-12B with green bolt-down cover or approved equal. Extension 4. If settlement occurs and subsequent adjustments in pipe,valves, sprinkler heads,lawn,planting, or other construction are sleeve shall be PVC with minimum size of six(6)inches. necessary,the Contractor shall make all required adjustments without cost to the City. . Use 9-1/2"x 16"x 11"rectangular box for all electric control valves. Carson Industries# 1419-12B with green bolt-down cover or C. Trenching and Backfill Under Paving: approved equal. 1. Trenches located under areas where paving,asphaltic concrete,or concrete will be installed, shall be backfilled with sand(a layer four 3. Use 6" diameter x 8-3/ " deep round plastic valve box for all quick coupling valves. Carson Industries#608-12 with green flex-lock (4)inches below the pipe and six (6)inches above the pipe)and compacted in layers to 95 %compaction,using manual or cover or approved equal. mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. 4 Use -1/2"x 16" x 11" rectangular box for all electric control valves installed within on-grade landscaped areas. Carson Industries# The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 1419-12B with green bolt-down cover or approved equal. 2. Generally,piping under existing walks is done by jacking,boring, or hydraulic driving,but where any cutting or breaking of sidewalks . Use 10" x 10-1/ "round box for all quick coupling valves installed within on-structure landscaped areas. Carson Industries No. 910-12 and/or concrete is necessary,it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut with green bolt-down cover or approved equal. or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. N. Sprinkler aids: . Refer to City Standard 120 "Trench Repair"when within City streets susceptible to traffic loads. 1. All sprinkler heads shall be of the same size,type,and deliver the same rate of precipitation with the diameter(or radius)of throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions. D. Assemblies: 2. Spray heads shall have a screw adjustment. l. Routing of sprinkler irrigation lines as indicated on the Drawings is diagra tic. Install lines(and various assemblies)in such a manner as to conform with the details in the Drawings. 3. 'ser units shall be fabricated in accordance with the details shown on the drawings. 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. 4. "ser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to 5. All sprinkler heads of the same type shall be the same manufacturer. specific items required to complete work,per 0. Sleeving: 1. Sleeving under hardscape or paved areas for mainline,lateral lines or control wiring shall be Schedule 40 P.V.C. or approved equal. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting the automatic sprinkler controller and terminal strip. 3. A 117 volt duplex box shall be provided with an On/Off switch,and a 117 volt receptacle. Metal conduit shall run from the 117 volt Jill 11 supply to the controller housing. All power within the housing shall be properly phased. . A terminal strip shall be provided,clearly indicating the proper points of connection of all appropriate wiring(station valves,master valve, common,central control). Q. Miscellaneous Irrigation Equipment: DESCRIPTION OF REVISION DATE CITY APPROVED 1 Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment. a equal.2. All miscellaneous irrigation equipment shall be as specified or approved q T3 -EXECUTION IRRIGA TION SPECIFICA TIONS 3.01 OBSERVATION SITE CONDITIONS r A. 11 scaled ensigns are approximate. e Contractor shall check and verify all size dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with work under this Section. EAST AVENUE LMD B. Exercise extreme care in excavating and working near existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. Underground S11jervice Alert APPROVED BY DATE 40(_;r/07 a r C. Coordinate installation of sprinkler materials including pipe, so there shall be o interference with utilities or other construction or difficulty in SFORE �, DScgp o covers. ' trees s bs,a `� O ALEF 4IF ��`�► ,�rpby r TY ENGINEER . . . 24953 D. planting s The Contractor shall carefullycheck all odes to satisfy himself that he may safely proceed before starting work on the irrigation system. " DESIGN These drawings and/or the RECOMMENDED gr a n accompanying specifications Signature are the exclusive property of ® ?-31-08 Summers/Murphy & Partners, 3.02 PREPARATION enewa a DRAWN Inc. and their use and publi- cation shall be restricted to the SHEET ^� original site for which they A. Physical layout: �� ate �P were prepared. Re-use, repro- gT�GF'CAl-�FOSU ILAMS ! P duction or publication by any F 1 pressure supply lines routing and location of sprinkler heads. TWO WORKING DAYS BEFORE YOU DIG CHECKED method,ohibit in whale or part` is 1. Prior to installation e Contractor shall size stake out all pp y p ° permission except t b written ® CU ,H R, 926 P P Y WING NO. (g4g} - (g49}443.1631 permission from Summers ED Murphy & Partners, Inc. PROJECT T. OF PLANTING SPECMCATIONS 2.02 Installation: G. Plants Not Approved -Plants not approved are to be removed from site immediately and replaced with suitable plants. The City reserves the right to reject entire lots of plants represented by 6.07 Weed Eradication: PART 1 -GENERAL Detailed layout of plants within the planting areas shall be performed by Contractor and approved defected samples. by the Landscape Architect and City prior to planting. If in the opinion of the Pest Control Advisor,perennial grasses and weeds existing in the planting 1.01 Scope ofWork: H. Stake all trees, as per details immediately after planting to prevent wind damage. areas will require control prior to removal, spray these areas per Pest Control Advisor's Soil excavated from planting holes shall be amended to backfill around trees and shrubs using the recommendations. Contractor shall provide all materials,labor and equipment incidental to and necessary for following mixture: I. Plant trees that are to be located in lawn or ground cover areas after finish grades are first completing all work,as indicated on the drawings,as reasonably implied, or as delineated in the established and allow at least 7 calendar days prior to installation of said lawns or ground A. Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials Specifications as follows. Native, On-Site Soil with rock no greater than 3" in diameter cover to provide for thorough watering of trees. All planting holes shall be excavated as from planting areas. Gro Power Pius, 5-3-1 15 lbs/cy defined on appropriate details. 1.02Standards: Iron Sulfate 2 lbs/cy Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of 12"bbelow 4.43 Soil en ants: the s ace of the soil. Physically remove all weeds fro the site. All work and materials shall comply with governing codes, safety orders, standards,and (To be used for bidding purposes only,verify with Agronomic Soils Test.) regulations,and meet the minimum requirements of the Standard Specifications For Public Works Soil amendments shall be as recommended in the Agronomic soils report PART 7 -LANDSCAPE TEN C Construction(Green Book)latest edition. After backfilling, construct a 3" earthen berm to form watering basin around each plant,to allow thorough water-in and establishment. 4.04 Trees Stakes: 7.01 Scope of Work: 1.03 Quality Assurance: Prior to installation of turf and ground cover,remove water basins from around trees and shrubs. Tree stakes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Provide all materials,labor and equipment necessary for, or incidental to,performing all A. All Contractors performing Site Development work,must be licensed in accordance with the laws Berms in turf areas to be removed prior to City acceptance. information. maintenance requirements as reasonably implied or as delineated in the specifications including,but of the State of California. not limited to the following: PART 3 -SOIL PREPARATION AND FINISH GRADING PART 5 -GROUND COVER AND BEDDING PLANTS B. Contractor shall provide the Landscape Architect and the City with a list of Subcontractors and Maintain all plants and planted areas. Material Suppliers expected to beemployed during the course of construction. 3.01 Scope of Work: 5.01 Scope of Work: Keep planted areas free of weeds and debris. Prune trees and shrubs. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance,during A. Provide all materials and.equipment, and perform all work necessary for and incidental to the soil Provide all materials and equipment and perform all work necessary for and incidental to installing Fertilized all plants and planted areas. entire course of the Construction Contract. The amount of insurance shall be determined by preparation and finish grading of all planting and lawn areas as shown on plans,as reasonably all ground cover and bedding plants, as shown on plans, as reasonably implied,or delineated in the Irrigation. City. implied, or as delineated in the specifications. specifications. Insecticide spraying. D. Prior to start of site development work,the Contractor shall notify the Landscape Architect and City B. Fu ishing;placement and grading, of topsoil for backfilling of planters if required. 5.02 Bedding Plants: 7.02 Fertilizers: to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. C. Cleaning and finish grading of planters areas and planting areas. Perennials andAnnuals: Provide healthy container grown plants from a recognized nursery,and of A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled the species and variety shownon plans. Release Nitrogen, as designated herein, or approved substitute as required by t Agronomic 1.04 Responsibilities n Coordination: 3.02 Topsoil: soils report. Available from Gro Power(909) 393-3744. 5.03 Ground Cover: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing A. Existing on-site soils listed as'acceptable'under'Site Grading'specification. B Ammonium Sulfate: Granular form containing not less than 21 %nitrogen and 24% sulfur and shall authorities for the work to be performed. Ground Cover: Provide ground cover of the species shown on plans. Ground cover shall be be registered as an agricultural miner,with the State Department of Agriculture in compliance B. Topsoil imported to site for use as fill,backfill in planters and mounding, shall be sandy textured. established and well rooted in flats or similar containers. with Article 2 - "Fertilizer Materials," Section 1030 of the 'cul a1 Cade. B. Existing Conditions: e Contractor shall verify all conditions and dimensions so o the plans Silt plus clay content of this soil shall be no greater than 15 %by weight. The boron content t the site prior to commencement of any work under this contract. The Contractor shall of this soil shall be no greater than 1 part per million as measured on the saturation extract. 5.04 Mulch: 7.03 General: verify the location and depth of all underground utilities prior to start of work. The sodium absorption ratio(SAR)shall not exceed 3.0 millimohos per centimeter at 25 C. In order to ensure conformance, samples of the imported soil shall be submitted to an Mulch: Shall be of compacted wood chip fiber. Maintenance shall start immediately after landscape irrigation and planting. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary agronomic soils testing laboratory,approved by the project Landscape Architect for analysis utilities such as water, electrical power and gas as required by him for the construction of the prior to use. Result of testing to be delivered to City for approval. Sail test to include 5.05 Coordination: Maintain all plants and planted areas on a continuous basis as they are installed du ° g the progress project. Temporary services shall be coordinated with the City and other contractors on the analysis and recommendations. of the work, and continue to maintain them until final acceptance of total project. Replace any dead jab site. A. Do not have plants delivered to the jab site until site conditions are ready for planting. If planting is or dying plants as directed by the Landscape Architect and City representative. 3.03 Soil Amendments: delayed,keep plant roots moist and place in a sheltered location protected from the sun,wind D. Survey,Reference Points, and Elevations: The Contractor is responsible for establishing all and other damaging elements. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted surveys,reference points and elevations required by him, and shown on plans for proper All soil amendments shall be as specified in the Agronomic Suitability/Fertility soils report areas in a healthy condition. Irrigation system -off shall be kept to a minimum. Damage execution of site construction. furnished by the Contractor B. Soil preparation and fine grading shall be completed and trees and shrubs installed prior to bedding to irrigation system resulting from aintenance and equipment and/or maintenance plants and ground cover planting. personnel, shall be restored to its original condition at a cast to the City. Failure of any art . Traffic: e Contractor is responsible for all to orary traffic barriers and data s required by 3.04 Soil Preparation: of the ' 'gatio system.shall e brought to the attention o the City. o repairs other than ° for e construction of the project. All temporary traffic barriers and detours shall 5.06 Installation: emergency repairs shall be accomplished without written permission o the Ci conformto all conditions required by the City or governing authorities. All work o irrigation systemshall be complete and inspected for recommended approval and, e grading completed,prior to rototilling and prior to sail amendment work. Plant ground cover and bedding plants in moist soil and space as indicated on plans. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not 1. 5 Defective and Unauthorized Wark: to exceed 1Q calendar days. After rough grades have been established,prepare all lawn and planting areas by tilling or cross Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. All work which is determined by inspection to be defective in its construction or deficient in any of ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the Soil moisture shall be such that soil does not crumble when removing plants from container. The Contractor may elect to remove such concentrations of weeds manually or by an the requirements of the plans and specifications, shall be remedied or removed, and replaced by the site,except for areas that are to be sodded, in which all rock and debris more than 1 in diameter approved herbicide program. Contractor at his own expense in a manner acceptable to the Landscape Architect and City. shall be removed. Regrade planter areas after planting,to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall be spread over the entire planter area after grade is C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may 1.06 Inspections: Apply, spread,and rototil in all soil amendments as recommended to a depth of 6". Water area established. Watering shall begin immediately after mulching. (Grading shall accommodate the become necessary thereafter by an approved method of pest control,to keep all plants and thoroughly after rototilling is complete. Incorporate evenly into the top 4 to 6 the following for mulch) planted areas free of insects and disease. Method shall be reviewed by the City prior to any The Contractor shall arrange for inspections by notifying the Landscape Architect,City and each 1,000 square feet of planting area: applications. Pest Control shall include Gopher control. governing authorities,24 hours prior to time of inspection,unless otherwise noted. Inspections 5.07 Protection: shall be as listed below,but not necessarily in °s order, Only the inspection pertaining to the 4 cubic yards of nitrolized Redwood or Fir shaving or equal. D. Pruning: Prune all plants as designated and directed by Landscape Architect,at start o project scope of work will apply: 200 lbs. of Gro-Power or approved equal. Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Rough Grading. The above soil conditioning are minimal qualities only and should be used only for bidding PART 6 -WEED ABATEMENT Drain Lines and CatchBasins. purpose,because soil conditions may change drastically from the time these specifications were Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to Irrigations( ° line pressure, coverage&system operations test). developed to the time the actual soil conditioning take place. Therefore,the Contractor shall obtain 6.01 Scope of Work: achieve and overall even appearance. Exterminate gophers and ales;repair damage. Soil Preparation and Finish Grading. his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests Plant Material(delivery lace a t). shall be conducted by an approved Agronomic soils testing laboratory approved by the project Provide all material, equipment,and labor necessary to perform all work as indicated on plans,as PART 8 -ACCEPTANCE OF PROJECT Substantial Completion Inspection(at completion of landscape improvements)-7 Days. Landscape Architect and City. Copies of the soil test to be provided during the Pre-construction reasonably implied,and as delineated in the specifications. Final Inspection(after maintenanceperiod)-7 days, job conference. 8.01 General: 6.02 Quality Assurance: The contractor shall arrange a Preconstruction job conference with the Landscape Architect and 3.05 Finish Grading: Upon completion of installation,a maintenance period of a minimum of 180 days for all landscaped areas City a minimum of seven(7)days prior to the beginning work. A. The Applicator of all weed control materials shall be licensed by the State of California as a Pest is required prior to final acceptance of the work by the City. The Commencement date for the After rototilling operations are complete,grade areas to establish finish grades for planting. All Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are maintenance period shall commence upon written approval for all phases of planting installation by the 1.07Guaranties: flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the required. City Public Works Inspector. Maintenance period shall be adequate to verify plant characteristics and project maintenance period. B. All materials and methods must conform to Federal, State,and Local Regulations. establishment. A. Plant Materials: All trees, shrubs,ground cover;bedding plants and lawn shall be guaranteed from ate of final acceptance of landscape construction for periods as follows: Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 6.03 Submittal: A. Two inspections shall be made that affect the establishment period: The first after all plantings Trees 2 "box have been completely installed in order to approve the beginning of a establishment period larger 1 year 3.06 Coordination: Prior to the installation of any weed control materials,the Landscape Contractor shall submit to the and the second t the end of the establis ant period. I plantings are not acceptable at the Trees 1 gal. smaller 1 year Landscape Architect/City a list of the weed control materials and quantities per acre intended for end of the 180 day period,due to defective maintenance,then continue establishment until all Shrubs All sizes 120 days Weed abatement work shall be coordinated with the installation of the irrigation system rototilling use in controlling the weed types prevalent and expected on the site,as supplied by the Pest Control work meets with the Specifications and can be approved. Ground Cover 120 days and soil amendment work, and planting. (See Weed Abatement section). Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and Bedding Plant 120 days City data to demonstrate the compatibility of the weed control materials and methods with the B. At termination of establishment period all plant material shall be live,healthy,undamaged,and L (sod) 120 days PART 4-TREES AND SHRUBS intended planting and seed varieties present. free of infestation. Inferior plantings shall be replaced and brought to a satisfactory condition Lawn(seed) 120 days from first mowing before final acceptance of work will be made. All areas shall be neatly raked and free of 4.01 Scope ofWork: 6.04 responsibility and Coordination: weeds. Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have Provide all material, equipment,and labor necessary to install all trees and shrubs as shown on A. Landscape Contractor is responsible for the erection of all signs and barriers required to prevent died within the time span stated above, at no cost and within 5 days from receiving written plans,as reasonably implied and as delineated in the specifications. intrusion into the treated areas and to notify the public. notice from the Landscape Architect or City. If dead material is not replaced and planted within the 5 day period,City may replace dead material with new material.and charge the 4.02 Products B. No material or methods shall affect the landscape planting or hydroseed germination. No Landscape Contractor for all expenses incurred. A. Nomenclature -Plant names indicated on the drawings conform the "Standard Plant Names" material or method shall render the job site unusable for more than 10 days from date of established by the American Joint Committee on Horticulture. Except for names covered application. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site therein,the established custom of the nursery is followed. development, for a period of one year from date of final acceptance of project. 6.05 Non-Selective Herbicides: DESCRIPTION OF REVISIONT CITY B. Condition -Plants shall be symmetrical,typical for variety and species, sound,healthy,vigorous, APPROVED 1.08 Material and LaborReleases: free from plant disease,insect pests,or their eggs, and shall have healthy,normal root Nan-selective contact herbicide and/or non-selective systemic herbicides(as recommended by the systems,well-filling their container,buy not to the point of being root bound. Plants shall not Pest Control Advisor) CITY OF RANCHO G`UCAMONGA Upon completion of the work,the Contractor shall present to the City, signed copies of all labor and be pruned at anytime, and in no case shall trees be topped. materials releases for all work performed under Site Development. 6.06 Selective Herbicides: C. Trees and shrubs shall be growing at a recognized nursery in accordance with good horticulture PLANTING SPECIFICA TIONS 1.09 Disposal and Clean-up: practices and shall be of the size and caliper normally associated with the container size Selective pre-emergent herbicides compatible with seed mixtures(as recommended by the Pest specified on plans. Removal of all tags, labels,nursery stakes and ties from all plant material Control Advisor) Remove all waste materials(including excavated material classified as unacceptable soil material), prohibited until the approval of the Landscape Architect or City. BRIDLEWOOD TRAG"T #16-1141-44 trash and debris.generated or encountered during the course of.landscape construction,and legally e`m AVENUE LMD dispose of it. During the course of the work,remove surplus materials from the site and leave D. All plant material delivered to the site showing signs of damage or disease or is insufficient in size EAoi premises in a neat and clean condition. Clean up and remove all remaining debris and surplus to carry out the intent of the planting plan will not accepted and will be replaced at materials upon completion of work, leaving the premises neat and clean: The site shall be cleaned Contractor's expense. Underground S*jervice Alert upon the request of the inspector. APPROVED gi E. Sizes of Plants -Shall be as stated on the Plan. Container stock(1-gallon, 5-gallon,and 15-gallon) FO c YDATE J T 2-EXECUTION shall have been o in containers for at least one(1}year,but not over two(2}years. �, , ®CeLE FIF �a ` Mu ,q pFq 1 t . 24953 U G3 �`� °t Si 2.01 Protection: F. Substitutions- Substitutions for indicated plant material will be permitted provided the substitute w These drawings and/or the Keepall plant material delivers to site i a health condition for planting. Plants shall not be materials are approved in advance b the Ci and are de at no additional cost to the i a accompanying specifications a1 793 -QS Summers/Murphy property Partners, p Y p g• PP Y ty, tY• allowed to out. are root stack shall be separated and heeled-in,in most earth or other suitable Except for authorized variations, all substitute plant materials shall conformto the �` sme�Date' WNSMP Inc. and their use and publi- aterial til planting. Balled and burlaped plants shall have root ball covered with moist requirements of these specifications. cation shall be restricted to the T '� Date `PSMP original site for which they 01 jr,11 sawdust,wood chips or other suitable material until planting. qT �• were prepared. Re-use, repro--Q'„CAL,fQQ` SV UVOSCAPEMailITECTS lti4u P TM duction or publication by any TWO WORKING DAYS BEFORE YOU D 1 O CHECK COAST 'SUITE 200 method, in whale or part, is IL Q FOR92629 prohibited except by written DRAWING MR ED (949)443. FAX(944) 3-1631 permission from Summers/fvlw�%L A N'T I N%5= INI C0000)T Enow Z05 ' Murphy & Partners, Inc. 1g.5.Z P OJ T SHT. OF