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HomeMy WebLinkAbout2307-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL RANCHO VICTORIA MEADOVI/S, LP 510 w. C/TRUSEDGESTREET TRAC T NOO 19096 GLENDORA, CA 91740 Southwest Corner ofEastAvelwo and V18 Veneto Drive PH#(626) 9f4-1943 PH#(626) 335-6067 LANDSCAPE MAINTENANCE DISTRICT NO , 9 VICINITY MAP GENERAL NOTES SHEET INDEX CVWD RECYCLED WATER GENERAL NOTES 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD 1. ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE & MARKED RECYCLED WATER. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. ALL VALVES MUST BE PURPLE & MARKED RECYCLED WATER, THE COMPLETE BOX TOP & BOTTOM SHALL 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'5 COMPENSATION, PUBLIC LIABILITY AND PROPERTY L f TITLESHEET BE PURPLE. DAMAGE INSURANCE AS REQUIRED BY LAW. 3. ALL SHUT OFF, CONTROL VALVES, REGULATOR VALVES, SPRINKLER HEAD CAPS, SPRINKLER'S RISERS, 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L2 CONSTRUCT/ONPLAN STRAINERS & ALL RELATED RECYCLED WATER MATERIALS MUST BE MARKED OR TAGGED RECYCLED WATER DONOT DRINK ON ONE SIDE & IN SPANISH ON THE OTHER SIDE. y 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. L3 CONSTRUCT/ONPL9N 4. CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. 8. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHAD. SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 5, IRRIGATION CONTRACTOR SHALL SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L"iA IRR/GA TIONPLAN 6. CVWD WILL SUPPLY RECYCLED WATER 00 NOT DRINK SIGNS. HAVE BEEN APPROVED BY THE CITY ENGINEER. 7, QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED RECYCLED WATER. 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 L5 /RR/GATIONPLAN WIDE FLAT AREA AT THE TOE OF SLOPE. 8, QUICK COUPLERS MUST BE USED ON RECYCLED WATER ONLY. 8- UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT �+ 9. ABSOLUTELY NO HOSE BIBS OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING. M/LLERAVF ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL LU PLANT/NGPLAN 10. PRIOR TO TURN ON and APPROVAL OF RECYCLED WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE DEVICE ON LANDSCAPE PER CVWD STD. DRAWING /111 WITH A STRAINER UPSTREAM OF BACKFLOW and AN OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL L7 PLANT/NGPLAN ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2 FEET DOWN STREAM OF LAST ELBOW, IN A PURPLEVALVE 80% MARKED RECYCLED WATER. REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER p THE VERTICAL DISTANCE SHALL BE 1 FOOT. COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY, Lp LANOSCAPENOTES 11. THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES BE 10 FEET and 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL, ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. L9 /RR/GAT/OND ETA/LS 12, IF A RECYCLED WATER LINE CROSSES OVER A DOMESTIC WATER PIPE, RECYCLED LINE MUST BE SLEEVED 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. WITH SCH. 40 PVC PURPLE PIPE TWICE DIA. OF PIPE & EXTEND 5 FEET ON BOTH SIDES OF DOMESTIC PIPE. SITE 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 13, SUBMIT i-HARD COPY & 1-POF COPY OF IRRIGATION PLANS TO CVWD WITH STO. DRAWING #402 & BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" MOE X 6" DEEP CONCRETE HEADERS L /.JJ 0 PLANTING and CONSTRUCT/ON THESE GENERAL NOTES ON THE TITLE PAGE, & ALSO SHOWING A MINIMUM OF 10 FOOT SEPARATION FROM « BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS IRRIGATION TO POTABLE SERVICES. « BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS DETAILS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS REGULATOR (IF REQUIRED) & ACME THREAD QUICK COUPLER INSTALLED. 14. TYPE K COPPER OR BRASS PIPE FROM METER TO 3 FEET PASSED PROPERTY LINE WITH PRESSURE ,/,/ 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE L J / /RR/GAT/ONSPEC/F/CAT/ON 15• NO LOOPED IRRIGATION SYSTEMS SHALL BE PERMITTED, ON SERVICE PER SYSTEM, FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, THOMAS BROTHERS MAP PRIOR TO FINAL CONSTRUCTION. 16. PRESSURE TESTED REQUIRED ON ALL IRRIGATION MAIN LINES. CITY OF RANCHO CUCAMONGA 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: L f2 PLANTING/CONSTRUCTION w PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 17. DRINKING FOUNTAINS, PICNIC TABUS & BENCHES SHALL NOT BE CONSTRUCTED IN AREAS WHERE OVER PAGE 602 H5 « PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. SPARY FROM RECYCLED WATER COULD COME IN CONTACT WITH THEM. • ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. SPECIFICATIONS SECTION 15, TOWNSHIP 1 S, RANGE 7 W, S,B.M. « ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 18. DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER, SUBMIT DRAWINGS SHOWING POTABLE LINES « PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. TO ALL FOUNTAINS, ALSO PLANS SHALL SHOW ALL DRINKING & DECORATIVE FOUNTAINS, EATING AREAS and N. T.S, STATING AREAS. 19. PRE-CONSTRUCTION MEETING NEEDED PRIOR TO STARTING ANY INSTALLATION OF RECYCLED WATER IRRIGATION. MAINTENANCE RESPONSIBILITY MAP LANDSCAPE QUANTITIES VIA VENETO DRIVE EASTA VENUE- QUANT/TIESBYSTREET VIAWSAIETODRIVE- QUANTITIESBYSTREET CONSULTANTS -------=-T - ---- - - r� - - rOrAL S.F. IVOV-n/ROt LANDSCAPE AREA 1583 SA rOTAL 6-9 AtW-7Z,/AF LANDSCAPE AREA 78605A 1 r07AL 5A EXCAVA7/0V FOR COBBLE AREA 695 $A TOTAL SA, EXCAYAr/ON FOR COSt3LE,AREA 3,4�5.F. -- - -----�-- -� II CIVIL ENGINEER LANDSCAPEARCHITECT TOTAL SF. HARDSCAFS ACAS KINCI IlO/NG 840 SA. ro1AL 5A. NAROSCAPE AREA5 KINCLU01A6 3,603 5.F t,- WALKS and CCNC. R4MP5J [BALK and COYC, RAk1=5J 1 _r ENCOMPASS ASSOCIA TES, INC. CRESTWOOD COMMUNITIES rol'AL CF ALL AREAS 3110 $A r07AL CF ALL AREAS 14,343 5F 5699 COUSINS PLACE 510 W CITRUS EDGE STREET rc i RANCHO CUCAMONGA, CA 9>737 GLENDORA, CA 91740 0 TOTAL ACRES 0071 rotAL ACRES 0343 CONTACT R. AARON T. SKEERS, P.E. CONTACT:MR. PATR/CKJ. D/AZ ASLA TELEPHONE NO.:(909J 684-0093 TELEPHONENO.:(626)914--1943 1 DOLCETTO PLACE- QUANTITIES BYSTREET QUANTITIES FAX NO. (909)483-3263 FAX NO.:(626)335-9320 W rO1AL 5A. NON-7Z/AF LANDSCAPE AREA 6,867 S.F. COVC14-E7E•MCXU 5rR/P 650 LA. I ° I TOTAL SF. EXCAYAT/O1N FOR COBBLE AREA 1,750 SA. LOW ROCK U/.4LL 1l0 LF PRELIMINARY - NOT FOR CONSTRUCTION TOTAL 5A. HAROSCAPE AREAS K/NCLUD/A6 2043 5A. W U/ALKS and CC)VC RAMPS,)/ cjj�{VC 4O L O rorAL CF ALL AREAS 11660 6A IMOSCAPEMA/NTE�iIANCEO/5!T, AREA - TYPICAL rorALACRES DESCRIPTION OF REVISION , DATE APPROVED TOTAL STREET TREES PER STREET / I'QrYJ SIZE a/ � CITY of RANCHO CUCAMC] NGA EAST AYEAVH - EUCAL 77=77/5 S/DEROXYLON KV 15 GALLOV / QED /RONBARr' w _ Tract 18096 EASTAYEN1JE - LAGER5TiE0EM/A /ND/cA CATAaa4, (5J24'Box 0 7 O LANDSCAPE MAINTENANCE CRAPEMYRrLE >_4 EAST AVE. and VIA VENETO DRIVE / [...� �NDSCAP� D/STRICTNO. 9 Y/A YENEr0 DR1kF - PY'RUS BEnJLA cM1A PARADISE' 8V 15 GALLON \C K d £p DANC/AYs PEAR U I� l'� o �y TITLE SHEET Underground Service Alert Cl) ~ - li/A YENETO DR/YE - PLAT.4NU5 ACER/FOL/A ('3J/5 GALLGS'V � a � � APPROVED BY: � � DATE, { LONDGW PLANE TREE No. LA 3880 CITY ENGINEER - = RCEI 57? l07 L CALL TOLL FREE DOLCErrO PLACE - 5oPHOR4 ✓APOV/CA (4J 15 GALLON �7 Exp. 3�3� �4 W DESIGN repared Under The Supervision IE : REDO AIDED 1 _800 ✓APANESE PAGODA S ITF CP�� � DRAWN 510 CITRUS EDGE STREET CRESTWOQOD COMMUNITIES 227-2600 (916)914-1943 L..'I OF 12 GLEN ORA, CA 91740SHEET 1. Ad�111111111ii_ DOLCEtr4 PLACE - c/A9VAM0�'24'1 CAMPHOR (3J 14 GALLON j CAMPHOR TREE i / P /% TWO WORKING GAYS BEFORE YOU DIG CHECKED -RLA No 3880 DRAWING NO. N. T.S. EXP. 3-31-14 2307-L DATE /� FILE No PROJECT SHEET NO. Ex1srm F/4rw HrDRANT ro P4s .5ED ®' rALL C004XE $rae 4wMA/N t: Ew ECr/N PLACE PLANTER&OLL PER DETA/L NO, A $HEEr 4/0 )=w7PL,,wp anwET LIGHT LGC•AT/ON '`I 0 EX/sT/A6 aria GUTTER rO REFER rO rAIE CIVIL EnG/NEER''S ti ,AMA/N Awmcr IN)PLACE anwir 1MPROVEMENt PLANS ti W U 1//A !/ENETO DRIVE 1 CONSTRUCT/ONtEGEND 35' — 3ID — — 6ID — — 3ID — 3ID — — 6ID — — —3ID — — — — 1O. LANDS71 G,4PE BCUL.DERB, SIZE A$ sFdGYIAV. INSTALL PER DEtA/L B, S4lEEr L/® //' 6'-6' 2 6'-6' rorAL ar-96 BGKILDERS - rorAL 0F a4 BOY/LDERS , -- -- — - -- -- J -- — — — — - - --- - -- -- — -- -- - -- -- { -- - - -- -- ---- I 2� E-MCAVArE AIWA FOR A=K COBBLE /N$ULLAr/ON PER OErA/L NO. 9, — — — — — — — — — --- ` SHEET L/o. APPR x1MALE rorAL EXCAVAr/CN AIWA PA r PA - PA PA "° PA PA , PA R0 PA iD PA PA e• PA \ Q PROPo.BED CGWGRETE$/DEU/ALK - REFER rO CIVIL EAG/NEER$ PLAN$ FOR BOW PA �. ? 'x .. i t laut — — _ � $IZ;'BWALK CGW$TR/CrION AND LA rOUr IDA PA PA I Q rrPICAL 6'CONCRErE Mli✓Y!/CURB A NorED LoCAr/OV are AxIa^v ALL TYPICAL — — _ �' — — —Q EArvwD EDGES of COBBLE - TrP/CAL, INSTALL FER DETAIL AO s, sHEEr LIB PDAPA ! FCR RERc'RVECE CKL r - 6'-®' TALL MASONRY BLOCK PER/MIETER WALL drd PA O PILASTER$. REFER rO CGYO1MACr/GYJ WALL erd FENC/A6 PLAN FOR EXACT WALL Q� p y r� � eae ! v and PILASTER LLL^Ar/ON5 PER SEPARATE PER"f/1: 4 �W M L/M/T OF WORK 1 2 3 " 4 5 6 ' I ? -6 EA$r AVENUE and VIA VENEtO DRIVE RAISED PLANTER 4U4LL - MAX ? 6 rALL 6X8X16 rAN l�C/s/0V COY1/CW76 BLOYK RETAIN/A6 U4444. rA45&44LL W e° .j SECTr 15 O SHALL RECE/YE A LA rER OF NATURAL COOME$rOVE VENEER OV rAF 24 Flo. 11 SWt Lie EXTER/OR$1DE cP r41E a"LL OYL r! giew v1S/BLE Fi c" rke s rREET PER THE �7 ^ Er1U44NDA SPECIFIC PLAN. THE UTALL $HALL ALSO BE GAPPED UHrH cAvoecamE ( PA COBBLE$rCNEPER THE /NSTALLAT/ONDErA/L NO 1/, S4EErL/0 EASEMENT I /NSrALt PLANTER DRAIN Z /NLEr and DRAIN L/NE PER PA PA I OErA/L NO.. A SHEET L/® CONSTRUCTIONNOTES.' Z COV77R4CrOR$HALL BE AW$POV$IBLE FOR ANY COO)WINAT/ON VrH OnER sub-COVrRACrOR$ AS ,4Waj/h'ED ro ACCO"VPL/$H CON$r VCr10V O ER4 rIOV$. / --' 2PCGr/TRDAACr0 A$ I4 COORD/NAe�FE�TO THE ALjFE LOCH � 4 VER ! I VPLAeV PERIMETER U14LL $HALL 3 tOR14OR rO PLAC/AY COVCRErE, THE COVrRACrOR SkAU &JFF/C/ENTL r NAPE O=L'NAW A rig =fIPACr rHE $UBGRAOE AND P1FOVIVE $U649084WCE PWPARAr/ON FINISH GRADE FOR OAO l ER SPEC/F/CAr/OVS- OVER FL Ow / / / TOF 4. CGN/CRErE S44WACS$ SHALL BE FOAr-EO U/ITH LOexi, 5100rH GRAD/ENrs TO ,REDUCE D/PS, ABM1P7 CHAFE$ AND $4A40= TRANNr/OV6 / 4 5. ALL CURBS SHALL HAVE A COVT/AVOUS SMF.IOrA, CWkE U.K/ERE / I APPL/CABLE. ALL FoR'1s MRI$r BE INs4CTED and APPk pk;V B r C/Tr REPIWAVVrAr/VLE and LANDSCAPE ARCHITECT PRIOR 70 BE61 WING rHAT PHAseE OE uiew / I 6- CONTRACTOR rO /1EMOVE and D/BPOSE OF EX16rA6 IRRIGATION 4/NE6 ana' sPRIIN 4.SR HEADS, PROR:PAEO 5rOR"f OR4/N and CATCH 4•$PEC/F/CAr/ON NOTE /F r4/El� /$ A D/sC4+3EPA1�r BET/IEEN THESE BA$/N PER THE CIVIL ENGINEER$ CONSTRUCT/OV NOTE$ AND rHE t2,WEN BOOK'&9EC/P/CAr/OVS, rAIH W i WrVV anwer /MPR?VEMENr PLANS B0.'xC'lU/LL $UPLER$EDE rHE$E COVSrR.Cr/ON NOTES SCALE. P . 20' KEYMAP PRELIMINARY - NOT FOR CONSTRUCTION (''� �� ..�*•.r�r•.fir.�,..r.,. !/IA VENErO l::bl ll!�', a'.'`:.::::':: :::''•. DESCRIPTION of REVISION I DATE IAPPROVED CITY of RANCHO CUCAMONGA / / i �I Ti�ct 18096 _� LANDSCAPE MAINTENANCE / I EAST AVE. and VIA VENETO DRIVE �pNDSCAp DISTRICTNO. 9 O K J o Syr CONSTRUCTION PLAN CONTRACTORS SAFETYNOTE, i', C APPROVED BY; DATE: Underground Service Alert CONTRACrOR&HALL BE RLE$Pf:Ws/BiLE AORKEEP/A x 174E $IrE SAFE ara / I No 1p 3580 N CITY ENGINEER ROE: S31o72 $ECt/RE AT ALL TIMES GNT1L T4,E PRO✓ECr HAs BEEN CO"7PLEmp. r4,r CALL COVrRACTOR S 4ALL PWV/DE rEMPORARY PENC/AI r A LhVr CIF UAr1w L/NE, / / I fr Ev. 3/31/14 �x DESIGN Prepared Under The Supervision Of: R NDED TOLL FREE awRwvro COVE$, m4wlCADEs, mamry =ERsovAL, ETC, As Asaamwo. // / I �q �� CRESTWOOD COMMUNITIES -800 V / / OF CI+�� DRAWN 510 CITRUS EDGE STREET 227-2600 GlE 626)914 1943740 SHE T 12 OF 12 TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEETL 10 FOR CONSTRUCTIONDETA&S CHECKED LA No 3880 DRAWING NO, DAT FILE NoEXP w` '"t307-L PROJECT SHEET 0. OF EX/5tll6 FIRE HYDRANT TO Ax/5r/w_7 5tREEr1_1C7A1r REMAIN PROTECT/N PLACE TO IWIA/N /N PLACE 4q EX/5T/Ad Ct1,w and aurwR TO U h'�MA/N f'�TECT/N PLACE MATCHL/NE THIS SHEETBELOWRIGHT x 1 PA r— VIA VENETO DRIVE `� r PA I 2 �'_ 60' 30, 30, — 30' 30, 30' — �— 6' 4 ---- -- - Pa -- - -- -- ---- -- -- --t- -- --- ----- —i- -- ----- -- --- -- --- -- -- -- — I. PA x PA PA "6• ` PA PA PA PA PA PA PA 1 � PA W I PA 6' / '-6' l3' /0'-6' 15'-6' 9'-0 /l'-0' RA 10 Pa N 4 I I I N u ;` PA w 16 17 18 19 LIMIT FF NORK I h I �� m II w I I p 15 VI PA I I A I Ex/SriAG STREErucHr � ` I � TO REMAIN IN PLACE 4 , l U i 5 I V PA ( EpSE6CANPiF fP "' , IPA' 3 4 4 v +FDA �1 . PA I LANDSCAPE I 'I ' 1" EASEMENT ,� I I! 3 MATCHLINE THIS SHEETABO VE LEFT PA I I PA CONSTRUCT/ONNOTES.' 5 CONSTRUCT/ON LEGEND I 1. CGYVTRAGTOR SHALL BE RL�5PGINS/BLE FOR ANY GOORp/HAT/ON If//TN E ANDSPE BOULDERS, 515 SGN / STA ER OETA/ 0 EE L/0 OrAISR CCNrRACTOR5 A5 REa ED TO AC0 1$H CONVR /CT/GV O 0 !10 TOTA rOrAL CF2BCUDR E; ,• 2� UNDER EXCAVATE AAA FOR AVOIC COBBLE /NSTALLAT/CW PER DETA/L NO. 9, CGYVTRAGTOR SHALL GGORD/NATE /fd?/GAT/OYV SLEEVE LI. AT/AN5 SECTlG1N A $HEET L/O API�fcL7X/MATE TOTAL EXCAVATION AREA f'4 igD AREAS A$ l.Y!/RED. REFER TO THE /Rf�IGATIGYV PL N SHEET L l0 Q Pti75Ep CONCRETE 51DEU/AL K - REFER TO C/Y/L EAL:/NEER'S PLANS FOR 3. PR/OR t0 PL 4C1ir CONC�TE, THE CONTRACTOR SHALL SU4C/C/ENTL Y PRO 5/DE OSe CC1V5TiFC/ AND LAYOUT. CCYHPACT THE SUBGRADE AND PROY/pE 5UB5URFACE PREPARAT/O/V � � PER sPEaFrCAric><vs r (D TYPICAL 6'CCN,-ASTE P10W CURB AT NOTED LOCATlm and AAt%Np ALL 4. C0VCRETE SUCA RCES SHALL BE FOR`1Ep Wlrk LCNK:, 5/`IC>r' P4 GR 01kWT5 EXPOSED EDlsES CF GOBBLE TYP/CAL, INSTALL PER DETAIL NO. 5, SHEET L/O TO 14EDUCE p/PS ABRYIPT CHANGES 4Np SHARP TRANS/T/GWS I wn I� FOR REFE10VECE ONLY - 6'-®' TALL MASONRY BLOCK PERIMETER!l.G4LL end 5� PI1_A5TER9 REFER TO CON517RUCTlCN U/ALL and FENCIAEa PLAN FOR EXACT WALL 5, ALL CURBS SHALL HAVE A CONT/NUCUS SMCOtH CURVE&*45 E and PILASTER LOCATIONS PER SEPARATE PERMIT. APPL/CABLE. ALL FOR'75 MUST BE /NSPEC7w and APPkOYED BY G/TY REPRESENTATNE and LANDSCAPw ARCHITECT PR/OR t0 BEalw1w 4 b ° 2'-6'EAST AVENUE And VIA YENETO DR/vE RAl5E0 PLANTER W44L - MAX. 2'-6' r14Ar PHASE OP G.tW< sa^ TALL 6XOX16 'TAN'M4aTC/510V CGWCRETE 0400<ETA/N/At'.* WALL. THE WALL 6. CeWrRACTOR TO CF EX/5t/M'x 11W16At/0V 411VE5 A 4 O SHALL RECEIVE A LAYER CF NATURAL COBBLESTONE t SNEER O'V THE and SPR/I :LER HEADS. 1 EXTER/OR 5/pE aF 774E IVALL ONL Y uA46 LC Y/5/BLE FRoZt THE STia5ET lzsR THE ETlIVANDA SPECIFIC PLAN. THE WALL SHALL ALSO BE CAPPED WITH 2 COBBLESTONE PER THE /N5TA1_LAT10N DETAIL NO. IJ, 5HEET L/® *SPECP1CAr1eW NOTE' /F THERE /SAD/SC FANCY BETtL> ETV THESE SCALE: I' : 20' ' + C0V517Q�/CT/0N NOTES AND THE GREEN BOCi`"SPEC/F/CAT/G /5, THE GREEN PA K r BCI'MC'G(I/LL S49ER5EDE THESE CON5 re CT/CN NOTES. ' KEYMAP PRELIMINARY - NOT FOR CONSTRUCTION ;.::.V114.. rQ::•J71 DRIVE CONTRACTORS SAFETYNOTE. E e �:' ' , ` :: ;• ;: : r 00VrA'4CTOR SHALL BE R5SPOV5/BLE FOR KEEPIAro THE 5/7E SAFE and p iV SECURE AT ALL TIMES IhVT/L THE PRCLIeCT 14A5 BEEN CGNIPLETEO THE ARGlA �:', ':: : :' : ' '• COVTRACTOR SHALL )OROV/DE 7EMPt7R4RY FENCIAd AT L/M/T G'F WCW L/NE, DESCRIPTION O f REVISION DATE APPROVED Ud4RV/A-, coNes, BARB/CARES, &EcuR/TY PERSGYVAL, ETC, A5 REQUIRED. EXIST/Ats STi�ETL/GHT CITY of RANCHO CUCAMONGA TO REMAIN /N PLACE Tiact 1849e T LANDSCAPE MAINTENANCE EAST AVE. and VIA VENETO DRIVE W �p N 5CAP� DISTRICT NO. 9 K Q� CONSTRUCTION PLAN I W 9 APPROVED IM _ DATE: z, Underground Service Alert No. LA M80 CITYC54� ENGINEER d ROE: T� CALL / / I * Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: TOLL FREEq $ CRESTWOOD COMMUNITIES REC NDED 1 _800 ' '� GF C DRAWN 510 CITRUS EDGE STREET SHE& 227-2�00 GLENDORA, 91740 I/ I 26)914-1-1943 L3 OF 12 TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEETL 10FOR CONSTRUCT/ONDETA/LS CHECKED A No 3880 DRAWING NO. PA EXP. W.-31-14 2307-L DAT FIL& No PROJECT SHEET NO. ____OF____ ' 5 43 10.1 8 12.3 7 9.9 6 11.9 5 4 9,4 3 2.3 .348 St 1" 538 sf 1" -441 se 1" 5918 sic 1" 1" 43? sit 1" fw BEr VIA VENETO DRIVE 518t1u -1 RACK �5i&�v� KEYMAP l>iz= Or- cup& x� (�` -,r, .-•-. -.,:,..,.:r-,-•. ��.. . �.. . .� ..� . ..� . �... . . .� ..� �. ._.7�1 . q1 VIA VEMErO ti A' i ,A _� ,. )/i° ). "/i° sA, )/.• /i A• A SA i/i ) �_— _.— ; �_ I'•. .. d .—.—� ...� `. • .�._._ ) >__. _. o f��r! 4• A. A y/`. �f l—� I 1. 1' yh' q' /y( y.� y Y yi.° S . y . 3 1/ ),�• '/` —.�l Q' 3/° r � I I 1 ... i. �_..—. •� •.°•.. Dh yA. y9 )A dA PAD PAD28.8 AAD270 PAD2>.8 PAD215 31 � A _ r L/ T O WORK SLEEVE �LEE11E IZ°Ew9sr FAit i PAD205 �' A 4 -- --- 2 7.4 ( 56EEVS '� StkE�f► SiEE4E a A v" Asf 2 ���� V49Srt 3 S� 4 of OAD 5 m-FEve s I 6 t� wts* o� e�ow p1F e�►o art wtt fig« sr ;E i � ,. ��� EAST aF MOW tiF Nth W i�or- G Rp trvR80w Guar, Mold LuAlls GViCts wngo +�►�41E � � �� y f I w / 112 i 1 2.3 a ! 2" BE llw o* s1*b1rwJ%L ''c"°i4 ls PUAMME n,fE CcwnaAcroR SHALL ExrENDr avE cca� V�W PON j ' I �G 4�ar10 sera A�s Ti gPLACr1C v�Ir / Box BRANDED a#rH TI,E 4E77ER6 'Y d 14W OF WORK VAL VELEGEND IND/eArEs APPRe�x. GP1"1J /RR/GAT/ON LEGENQ IMD/CAM6 VAL kr AtMWR $� Q rh''L7 H MFG MOYaEL pE3CR/f�T/C�V RE4D Gfa"7 P3/ IMD/CAM5 VAL kS s/ZE INvla4res samAsPwr IRR/G4Mr) BrA VAL VS >�PER TO SHEET/--5 P'G'R PRL°''alSUFcL�' GOMPENSAr/M3 SCREEN 'PCs' CHART. f'�LPSR TO SHEET L-4/L-5 F<;W CORWCT$IZ/M^s AMD INSTALLAr/GN /Afi: ®W IArICN#t:P) ' rYP/C.41. GGYV7W0LLER IMSrALLAr/G':V. V RA#AVIAIV 1012-SA11-00 I N -P'G5-o2o, sHfe1p -UP 5' o.3e, 0.40 30 E RA/Nollw lw-sAM- -BQ a Fl-PL r 5~ ,A P-4/P a' m.?b, COMM 4CMR'S.AFETYA(0M, 0 imi s t4 $Alta f°t;y°'-UP /0' OL39 0.79 .30 0 11:� R4IN5/4C7 /BI?-sAM-f'Rs-laG? . H 6AI)R'IB p0P-4/P 1?' "A /-W Ae GCNTRACTOR .SHALL A::W KEEP'lNa rME 4/rE SAFE ana `j E RA/NB/fPD !8/?-sAM-his-JSQ I N s t�YJP-U/� IS' P�93 G85 3p BFMAS AT ALL rIM5 4 V7*11 n E PR0L1ECT NA5 BEEN C�ALErED. 7IE COWRACrORSHALL MWkIDE MrVO RARYPENiC�/hiyArL/m/rXato;IwLAw O R4/MMW 18l?-sAM-PRs-l5E3T $49wef'OP-UP 4k/5' Bbt .30 WAMVIA s COME$ B%4)WICAZ;E$ W=N1r"r f'LE'RSGN,44, ETC As AffaUlRED. 0 RA/NB/RD sJ ftv Motlo-Uf' 4*.Ae, /9/ •33e ' rA,F COYMACrOR SHAL IN$L rAL rAe At'W-POTABLE LAVENDER CAP, 0"NOCAP r0 A f�LL -UP SPRAY HEAD$ It A C - Q UUILT // 9/4/i3 SCALE: ! = 70 NOTES.• fZ4^0/AW EFB-c?*-f'lFt4-O B/f'4M AaF7M.= C4WM�X VAL VE $/ZE As SV-IMN. PRELIMINARY - NOT FOR CONSTRUCTION A rHE Cowm4crOR SHALL Ao..wr rHE RADIUS ro/ wvvE Avo s COVERAGE MEL$G4V No 784$ 3/4' GXJ/GK CGYJPL/1 VAL YE A r. /Sw' O.C. fU/TH NELSCW MO 764/G V KEY TO REDUCE OVSAV,= 'PAY GNTo Ul4LLs snel UfALK6 A$ I`WI 4 A$ PCWISLE. ?. ME LAAC9CA)=E CGNTRACrcAE' SHALL I,*Wh'r ALL EX/9r/Mr L lAeS G*! rAe B-4400-SS LAF s/IE 41 ALL V,44.VE UV! L/IMCLA/MED W47ER U4 WIMo TACT ✓: iV s/rE PRIOR rO srARrlMs COWMACT/ON THE CWMACrOR $kALL 05 RE3FG�vs/eft E Pry 4Nr D4MAGaE GAUSED BY Hfs UCh�C rHE C10NrRACrOR 1$ stAoEAq/OR 9 fefp-,EAU / 'Nc7re FALL Y G4EN MASTER VAL VS ALSO REsf'GlVB/BLS FOR RLPA/R/A6 ANY /RRKxAr/OV/stcl4"'/Mr'L.ER HEAD$ mna EX/sr/A6 4ANVA=AF 4WA$ THAT ARSA DAMAGED DURAG CCYJsrRiCr/cw S?S-YA-BV 1' ,FD�•D PIMS&WW BACKPLCW f�,*NrER DESCRIPTION o -�+ REVISION DATE APPROVED 11V A CoA$rGUAR9sHACK o5s- / sumZess srEEL ac4o4Uw UNTH I-o K CITY Of RANCHO CUCAMONGA © cALstEN�'iE u//TP_l rP-/Ao, AND ?4 su rloy AUromAr/G /RMP/GAmw GGwT1E4xLER 1,A Nr IN A CA4szN$E Sm-R L,Q,RR 06fiF ENM4VORE W1r14 CAL.4045 E OPrIG1V AND 11FM 154) PhCLOS �MPS-AOA-a< Tfact 18ON Q DATA /NDUsrwAL P-y-/B i, 'SRAM PLcWr WtxscW - mRovICE0 0rC,44MMW LANDSCAPE MAINTENANCE ® U1ILK/Ns Ame sER/Es /'PA SSU,EE �WMILAT/M5 VAL 1,E UJITH fWCLAIMfEA U07FR UORV/AG TAG EAST AVE. and VIA VENETO DRIVE 114-$ 1' IN-L/NE 0oe0VZF W E q JM4 AER WMAV RECLA/MED W 7FR LpNDSCgpF DISTRICT NO. 9 aWaVlAts' rAGEs /NsrALL IOERL;ErAIL K�• ` J . o�ti IRRIGATION PLAN _ V PRrJpnwo OGYNEsr1c I'UTArER METEm mwV'1DED Br OTMERs - (Cmv we-W7-259" r APPROVED BY: DATE: /L Underground Service Alert�l MAINLINE 11/2'ANO LES$ $CH. 4e (PJAMEl - IN$rALL MN /B'DEPrF4 - s/ZE PER PLAN `r No LA 3880 � � CITY ENGINEER RCE1 5 ' ,72 t CALL j �} Exp 3 31 14 DESIGN Prepare Under The Supervision Of REC DED TOLL FREE LATERAL LIME SCA.1 40 PVC LATERAL (`ftM9mLEJ - 1? MIN. DEPTH J>,1� .,T � CRESTWOOQ COMMUNITIES —800 _ _ _ = &4EY/Ms SCil 4e PVC e't%M1°4E-4 2x D/A. CF Eht✓LGtyEED P/PLC-MIN 14'DEEP CF CP�f DRAWN 5 CITRUS EDGE STREET 227-2600 ( )914-194a ENDORA, CA 91740 SFI L4 OF 12 7W0 WORKING DAYS BEFORE YOU DEG J REFER TOSHEETL9FOR/RR/G.dT/ONQETAILS c"ECKED i '-� ti ,RLA No 3880 DRAWING NO. EXP. 3=31;i.i 2307-L DAT FILE Na PROJECT S EET NO. OF P�r4 N POINT OF CONVECT/ON THE GGWTRACtG>AP SHALL i�R/FY THE Pli�P05p l'(tt4 TER MEtER 4 T r1 f/3 4f'I'�'RbX/M4 tE L CG4 t/GYY TI/E GCaVTRAGtOR SHALL M INSTALL CWE 1'a/YE STRAINER$ ON€ P Pl2E55URE REGGULAT/AG VAL VLF ONE 1/' IN-L1W GATE VAL YE, OWE I' h�DUCED S ' MACHL/NE THISSHEETBEOWR/GHT PREsSJ� 4YACKFL0W1WV*NTER ONE GaGK Ca1PLER OV � a •'. F V r04E NEW 11g ' SGH. 4,0 PVZ~ MI LE Awc4A/MEp IAWAGAr10Y MA/NL 1N€A8 IND/CA rED. ,wr r1WE M)W$540W RE6,ZXA r/Ado VAL 1�A r) � �.' o � � _ _ - - - - - � - - ` I T5 P5/. THE GGWTR'AGTOR SHALL VLR/FY TA1E S/2€ G'�/ TER SERVICE LINE and THE AVd/LAESLE Pf�95URE PR/OR TO - r/2 x! n GCY 1!fENG/Ms (LbBC THE FINAL L[7LATlGYV t�� THE BAGkFLGYU VENTER ena THE OT1/ER r'O.G. EGxl/PMEAIT SHALL BE 1" 53 s ` - AP°Rr7 eED BY rHE C/TY lAt9P€GTOR PR/OR rO 1N5rALLArleW q \ ],,. ' ''• 'n' '' - a i q� 11Q ?AO 5F ` - ii c 411) AVAILABLE PRL�59/Jh"€ t 7B f'S! ! DESIGN F55URE t 80 PS! ' 13 8 16 13 11.4 MAXIMUM DEMAND /4.5 GPM � '♦ a Q34 � ! 6vsr sF 12.7 12 vi vE�Ero cjRRivE - 1112- �'fl� � I,.• t Sty slue►Nadi:••. • ...,« -- ""' ,>12 ' I ,,•• .' • , ",' a 4.2 17 5 � )i• )� �. Jnr f•. �. Jn' I�i ]G. i sn. Y� MAW G YWI3 -- ^- -- si �s 25 ' { , ]•�' S1.£'B�C ICU4 wet t PS a �'qo dhi,'Ai' i-M WC4to's I -�u u,ygg7' L'RS OF wP p1.Ao�78I1 �Z EAST MOW cut is 9F M9W t� PJ9 ' I 15 � '' ;� m� ►"`� WwB �"w — rO1, M1`A/N ErAG€LAC1Wr ovMevrcutE PAO32.0 PAD31.5 L/M/ K AburYES f11fS . :r, ` 16 17 18 rr 19 1Q. 9F Slt**^L#. OF MOW w!< 3 i8 '•� � PAD , ,,,• _ SLEIEY$ PAD_ 548 5W 1" 21�� N� �S 8.6<D1N'�G Ika RNA 1 'irR tx ;8 ,�r� Q ' €XIST/Itf".r STREETL/GHr PAD 32.E 1'r)f PICA L, ). rO MFMA/N IN PLAC€ EDESTAL MOU/VT.00)Vr1 VAL VE LEGEND ' 14.5 20 - ­111 OLLER ,, s e eaves A M-5 91t 1" _+ O A I' souT\t of /�\ r,HE COVrRACTOR SHALL INSTALL OYE CALWNW Er-200 ?4-LR a )=-/, TP4/01Un Rr1RR ?4 ,mow writs /. 12.3 14 sTATicav 1°EDE9r4L MGX iYT AUTGi`IAr/C 1 /GAT/ON GfaVrR01_LER Ar TH/5 APPmnX/MArE LOCAT/G'Y� /ND/GAtES atPPh'47X. CrPMS k a, ♦ v � „ 1„ -.-__ _ Cnn W/NATE THE rPMER 6CVR�H P.O.0 WlrH THE GIrY /NSPLtCTOR PRIOR rO CO!^1MENC/AG ubiFrC Y tf, ty� rA'/E FINAL LO{CAr/c7N C1t THE GGYVTROLLER SHALL BE AP�VED BY THE c/rY /NSPEGr4w I='IOR r4 INDICATES VAL VS N4C'IBER S rAL L' v BHALLLBFIOf'ER4 1rOyAL PRIOR ro rke c rr ACCEPTANCE PRIOR O I LL�ON� SYSTEM I�NO j't C!A4.0ENSE 945E-R C401NEr, TH€ G/rY MA/NtENANCE SECTIGYJ MUST V€R/FY THAT THE RAP/O /5 ABLE 2 IND/ca rEs t/AL VE 9/s€ ro SEE rNE Rl�''L�ATER 1ND/GA TES .,kw.ARE FEE O J;.. I, � ' � ♦f lRR/G,d rED BY A VAL r; VE k a , 2 Mod,, wits `r ovtwr,of KEYMAP 7.2 15 , , COMMA CTORS SAFETYNOTE.' h' y' 8" 4oun► aF "•" t' CONTRAGTG3R SHALL BE R'ESPCW.S/BLS FORKS€PIAKr THE S/rE SAFE end 4 ' SECURE A ALL TIMES GNr/L rHE PROJEcr HAS BEEN COMPLETED. TAliE " i ' n �. �,,• M9w GV>Q� ♦ ,1/?x� ' '.' 4 Ji,, CoV rRACrCiR SHALL PWV/DE TEMPORARY FENGIIYCs A r L IMI r cF U4nw L INS I.:':,• : ' ' ''.',r UTARVIAYs CONES, CARR/CAD€5, SEGURI rY PLr'R9c►VA4. ETC. A$ lI`W41U/FaFp. C { �V1 v MATCHL/NE THIS SHEETABOVELEFT 12.3/21\ � 20 543 1F ' PAD?9,0 IRR/GA TION LEGEND 5YM ' 4r: r � i EVE 5 Q TRD N MFf MODEL DESCR/PTIGYV RAC2 ' a fuv'�►i 'T �1 REFER TO SHEEt L-5 FOR PRc,$6URE CC FAk, ArINa- SGRLt-EN 'PC5' CHART. R'LfER TO SHE€T L-4/L-5 .' I„ A`•OR GORKEGr 5/2/AYd AND INSrALLAr/Ov /AIF0R`IAr/4w 1'OR TYPICAL c; 4LER /NSTALLAr/GiV a m ♦ RAINOIAV !81?-SAM-diG7 H -IDS-®?0, 040 S1'1RUB POP-UP S' 0?6? �4� 30 j RA/NB/)W 1$!?-,5AM-PR5-00 s H-FL T SAAVjB P11P-UP B' A?6 5, +0 ? jo f Atlr- ❑ R4/NB/♦t? /e6/?-SAM_pRS-6�q If AVSIC~ POP- UP lam' 0�9 79 AO ,,•.' 8 RA/NBlR3 /81?-6AM-PR&-l?62 ♦ .t/ 54WC/i9 r'RVlw-UP /?' 1 b RA/NDIRD IBI?-SAM-P S-15Q ! H 5HFUB POP-UP '51 0 RA/NBlAO /81?-SAM-PR6-15€ST 6klle/B pki W-!LP 4WO' 9CALEJ f" • rA 0 RA/AhB/RD /81?-SAM-P1pi'S-/555r 5r/fiPtJB f-l'JP-UP 4x30' !1! 30 t1AS - B U I LT '/ rw cOWrR4GrOR SHALL INSrAt THE /JOW-POTABLE LAVENDER CAP, 15V210 NPCAP TO ALL Pt�P-UP SPRAY 1+EAD5 PRELIMINARY - NOT FOR CONSTRUCTION / R41N13/,� EFB-Gf'-PRS-D CRAM ,t7110rE CoVrROL VAL VE 512E A$ Ste! NE•LSCW NO. 764$ 114,ajlCK CCVPL/A6 VAL VE A . 150' O.C. 0r<4 NELSOW NO. 7641 QC KEY uIArrs 8-6400-59 LINE 5/ZE BALL VA[.VE a#rH JaEGLA/MEO W4 rER a4Q W/AO TAG `q�LiA 54/=LSMOR l'g 'NO6`7ALLYOI°ENMASrER VAL VE DESCRIPTION Of REVISION DATE APPROVED EXISTIAes SrREErLIGHr PRE56UA VACKFLGYUPIWVE'NTER r0 REMAIN IN PLACE / ® FEBCO 0?_4-YA-BV /N A cOAST GUAAW3S4AGK CGS- 1 6rA/NLE55 57€E4 ENCLO&OFE a/l rH LCLK CITY Q F RANCH ❑ C U C A M O N G A CAL SENSE Er-? -?4-LR/Rt\P ?4 STAT/GW AUtGI"fAt1G /RRdCcATlGW GG►VtIRCL4ER /'7IG{,iWT IN A CAL SENSE SSE© AND 05U� WIrAl GAL5ENSE OPTION AND MErER3TD ENCLOSURE MP5-l6A-A0C TE 1809E ENCL LRrli?RDOY`lE LANDSCAPE MAINTENANCE Q DATA /NDUSTR/AL FM-le Ige"®RAM FLOW 5ENSOR Or CAL SENSE EAST AVE. and VIA V E N ETO DRIVE i ® w1LK/N5 $00 SERIES l' Ph'f'SSU/W RE'GULAT/A6 VAL Vg 1//IrH RECLAIMED W4IER U/4 hrx TAG O L►.NDsc D/STR/CTNO. 9 {' IN-LINE B,Rl:W2E WrE 57M41NER WlrI4 RECLAIMED WATER �k /`COY, J . !pD © U/!LK/N8 114-5 IRRIGATION FLAN g14MVIhC, rAGES INSTALL PERDErAIL APPROVED BY: DATE ---- - 7M PRISED DCY'fESr/G !'lIG4TERMErER P cF!'?V/DED BY OTHERJ - TCNLO '309-9BT-?39IJ ckz CITY ENGINEER RCE Underground Service Alert °. LA 38Ho CALL MAINLINE l 1/!'AND LESS SCH. 40 (DAME.) - INSTALL MIN 16'DEPTH - 512E PER PLAN � EXP. 3/31 14 �+ DESIGN reps ii Under The Supervision Of: REC DED IN d* CRESTWOOD COMMUNITIES TOLL1 -S00 E j - _ LATERAL LINE SCAB. 40 PVC LATERAL (PURPLEI - 11'MIN L EPrA4 A` CP�� DRAWN S1GLE(N R�CA 991740ET SHEET 227-260U - - - - SLEEP/Als 9GH 40 PVC fPYIRPLEJt ?X DlA G1r ENCLOSED P/PL-MIN?4'DE€P i {6 ?914.1943 L5 OF 12 CHECKED i2} A N 3880 DRAWING NO, TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEET L9 FOR IRRIGAT/ONDETA/LSX� 23o7•rr DAT FILE No PROJECT SHEET NO. ____0 —_—_ /PUC14 NOTE THE CcNrR4CrOR 314ALL IN$rALL A 3' rH/OK LAYER GF UkbD MZ i c14 CGri/T/hC10USL r rAlq lr THE ENr/RE PLANT/Ai AAFA. &45"/rrAL SAMPLE FQR ANAL PRIOR rO /NSTALLAr/4W KEYMAP VIA VENETO DRIVE VIA 1_�NErO Am4 4 ® p 4 4 4 tEy888 5555 888E 555 5555555 5 55 8 $ 88 5555 b $ 9 $ 1 78a V _ b 6 6 ' _ b _b i i Q � Q• b b b b I U ' � s ? bb PAD29.8 PAD28.8 PAD27.0 PAD2L9 PAD2L5 h PAD20.5 ' ° � R 1 2 3 4 5 bb 01m"IrE L OaOER3 - rrP/CAL Z I rHE V116S ARE GR4PH/GL 51.aw FOR CLAR/F/CAT/0N THE CONTRACTOR sHALL i V$U44 THE VINES aN THE / h I ExrER/OR &7Et S/DE THE PER/METER u64LL u//rH k THEMD L LANDSCAPE E r AREA - rrPIcAL b —COBBLE 3rG1VE PAV/hfs / W I bb rYP/CAL , b V V I b \ � Icy I 0 4 T qF WORK o / PLANT/NG LEGEND NOTE.' BOTANICAL NAME COMMON NAME auANT/rr SIZE 0ES/CV5R''6 /NrENT O.0 SwACIA6 rH/s SHEET PLANTS SHALL BE PLANTED rO &A4,—a e4CvE rRA/LING OVER TREES: HARDsCAFE BUT Nor INTO s/DEwA4Ks CK— THE rREEs &HALL BE rR1hmr.> r0 r-ywksNr s/CsHT n A. E=AL rP=W &/DEA10XYLOW AISOIRVIV BAM< I N3 GAL442V STREET 77aLE �/J�' O.G. OB&TR/GT/ON Olt' 5 SHALL NOr BE LCUER THAN M/N. 6'-0' B. LAGER67MCSM/A 1ND/CA CATA4U9A' CRAPE MYRTLE 5 24'BOX snwHr r7WE 201 O.C. REFER r0 &HEEr 44 dt7e L5 FOR CORRE&c:0YD/Ms IRRIGATION t ,— C. SOPHORA ✓AFYW/CA ✓APANE&E PAGODA TREE - /3 GALLON srxImET Ti we 60,O.C. PLANS FER r0 &HEFT LL0 FOR PYANr/M3 DETAIL& dnd D. PrR/& BETULAEFOL/A PARAD1&E' DANCER FLC6ERA 6 PEAR /ID /5 GALLON/ SrREEr nWE 2®'O!C. s1-IEErL1i dnd 4/7 FOR PLANrmd s)cFc/F/CAr/ON 0 N E. PLATANU5 ACER/FOL/A LOWDOV PLANE riQEE l /5 GALLON smFEr romcrE 40'O.C. P F. CIANAMO ft.011 C4MPHOR.4 CAMPHOR Ti4FEE - 24'BOX t 1'JL r/-TRC/NK 55 O.C. SHRUBS: i AGAPANri4W AFR/CAM� WEEK AANE' L/L Y CC' THE N11-E 7/ 5 GALLOV NATURAL GR):::W#vW 3'O.C. 2. D/ETES B/COLOR FORTNIGHT LIL Y 6 5 GALLON/ NA17JR4L OfflahwIA6$ 4' O.C. 3. HEt E1eCALL/s SPEC/Es DAYL/L r /9 5 GALLOV NAnOe44 CRAMPA&56 2' O.C. 4 LANrANA DIU4RF U441rE' 0U1AAF L.A1VrAN4 /7 S GALLON/ NATURAL CsR'XPPMs$ 6'P.G. 5. P/rrO$F!15 C,M rCOIRA 'VARIEGArA' VAR/EGArEO rO0/R4 22 $ GALLON NAIUR 1- CKWIRIA66 4'O.C. PRELIMINARY - NOT FOR CONSTRUCTION 6. 10•/APHlOLEP/s MCI" F/lam'LADY' 19V0/A HAWrk:OW 49 $ GALLON NATURAL CK1210/AW 4'O.0 7. SAL VIA 1-8=4YTHA I-EX/CAN BUS0&A6E 8 5 GALLOV NATURAL GROUPbA66 4'O.C. 8. XYL05MACON42ESnP1 .044INNYXY1-Ct4MA /® 56ALLON NATURAL GRGC/Plt sS 5'O.C. &ROUl0 WVER: FFSWA GLAUCA ccP"ON BLUE FESCUE /GALLCN - 19'CV CENTER 444 SF DESCRIPTION c f REVISION DATE APPROVED rRACHELGtSPE/6" M✓AS1'1/NO/DES srAR✓AS"1/NE FRC"1 FLATS A a,cc. 431 SF CITY of RANCH ❑ C U C A M O N G A 4' THICK LAYER Ct U107D M / CI4 rkAX;V aH r THE ENr//W PLANTING AREA 6,22$ Sc Tract 1809E VINE, LANDSCAPE MAINTENANCE v-i PART7./ENl.'cls" mlmoP/DATA BGi9rCV /Vr 23 5 GALLON /$'O.C. EAST AVE. and VIA VENETO DRIVE pNDSCgpF DISTR/CTNO. 9 PLANTING PLAN o� APPROVED BY: DATE, <! Underground Service Alert of No. LA 3gBp N CITY ENGINEER .. RCE1 , CALL Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: RE NDED TOLL FREE 0 (t om DREO TW 6DECOE COMMUNITIES SHEET 1 -800 CF CPI DRAWN GLEN ORA, CA 91740 L6 OF 12 227-2600 CHECKED �� FD14-1943 A No 3880 DRAWING NO, TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEET L9 FOR PLANTING DETAILS PATTC ExP. St-ta DATE2 FILE Now 2307-L PROJECT SHEET 0. MATCHLINE THIS SHEETBELOWRIGHT /`AlLGN t�TE � 4 4 4 4 ! *� THE C4WTR4CTOW SHALL INSTALL A 3' rH/CK LAYER OF UVOO -1 4 M&CH COVrAtICtASL Y rA Rm 1Ks!•imr r14E ENr/�w pLANrlwx AAA. 4 EX/ST/hG STiWETL/GNr &0"ITrAL SAMPLE FOR APPROVAL PRIOR rO /NSrALLAT/OV. TO ,AMAIN /N PLACE 5555 � '7 5 'T 5 5 VIA VENETO DRIVE 8 8 14 8 VINE NOTE 4 '-60 ,1 am lom THE VINES ARE GRAPH1CALL Y S/,�MN FOR GLAR/F/GArk'w W 4' THE CON7RAGrOR SHALL INSTALL r4E VINES ON THE X 4' EXTER/OR SMSEr 510E GF rHE PERIMErER WALL /U/rl4 7 4 7 8 g a .1 1 g 8 8 S 5 5 5 5 $ 8 5 8 a S a 40 5 5 5 5 8 8 8 I � 4' 4 -f t6 1b Oh 1 4 THE LMO LANDSCAPE EASEMENr AREA - rYp/CAL 4 ab — — — — — — — — — as W 4 a � I a a 4 8 15 5 � as PAD32.0 PAD31,5 ba 5 8 4� 16 17 18 19 LIMIT 4 PAD 33.7 14 5 , PAD 32..6LU ( U 4 5 4 8 EXIST/M s S rREErL/GHT , PAD 32..8 4 4'4 8 rO REMAIN /N PLACE , VINE NOTE W rkE O 4 44 8� , , THE CGW$ I rRACrOR 54AI L INS?AL VIISES OV rI.E T/0N EXTERIOR $rREEr S/OE OF THE PER/MErER wALL wlrH 1 THE L.I JO LANDSCAPE EASEMENT AREA - rrp/cAL .1 8 III $ 5 5 8 55 I O 5 55 ,, 5 NOTE. 5 I Q ) 8 PLANTS $HALL BE PLANTED rO ENCOURAGE TRAILIWs OVER b 4 HARDSGAPE, BUr NOT INTO S/DEIUALKS KEYMAP a '4 7 5 5 5 5 rHE PWES SHALL BE rR/-mc> TO PREVENT S/GHr 4 5 5 00$rAXCr/0�4 LIMBS SHALL NOT BELCUER THANM/N. 6'-0' (^' -.-. -+-,.---+. A*FER rO SHEET L4 and L5 FOR GORRL'SPOOVO/Aro /RR/CAriGW (•;.::..; ; :,t h( rQ;•;. DRIVE 5 � PLANS, RLFER TO SHEET LA0 FG3Q PLANr1Nl'.s DETA/L5 and .- � '. '•'. '• SHEET L 1/and L/?FOR PLANT/NG SPEC/F/GAT/GW � I� 5 MATCHLINE THIS SHEETABOVELEFT 20 GOE$BLE STONE PAV/Aki 8 L'' '•.':' ::• :,'• W rYP1CAL ( 8' PAD 19.0 S 5 PLANTING LEGEND ` 5 BOTANICAL NAME GOMI`fONNAME T&U Nr/rr SIZE DES1cwsRS /Nm-wr O.0 SPAcAirx / 4 TREES: o A. EUCAL Y=MS S/DEROXYLON RED/ROW MAW - /5 GALLON SrRSEr rASE 30 O.0 Q 4A6ER5rRn5111A /NOICA t:7ArA40A' GRAPE MrRTLE - ?4'BOX STREET rREE ?O'O.C. EX/Sr/NG CArGH BASIN rO AMAIN— C 50PHOR4 ✓APOV1CA ✓APANESE PAGODA TiWE 4 /5 GALLov ST7-wET TREE o D. PYR/S BETT/LAEt=OL/A f'ARADlSE' DANCER FLOUER/NG PEAR 7 /5 CALLOW STREET TREE 20'O.0 E. PLArANUS ACER/FOL/A LOWDOW PLANE r1WE ? /$ GALLON STREET r1WE 40'©.0 GRAN/rE BOULDERS - rYP/CAL 4 , P F. CIANAPIGWMUPI cAMPHOR4 GAAYPHOR TREE 3 ?4'BOX MUL r/-rATAK O.0 f / 4 K / SFAS: + *GALE: P = 20' /. ACAPANr/a!/S AFR/GANUS 'GY/EEN ANNE' L/L Y Or THE N/LE - $ GALLGaV NA77JRAL GROYJpIM^.s5 3`O.0 Z D/ETES BICOLOR FORTNIGHT L14 r 20 5 CALLOW NATURAL CROUPlA1 t5 4'O.0 3. HEMERCALL/5 SPECIES OAYL/LY 66 5 CALLOW NATURAL CRWP/Afa8 2'O.G PRELIMINARY - NOT FOR CONSTRUCTION 4. LANrANA VU44R°047E' 0WA1e°LA1vr"A 59 5 CALLOW NATURAL OMMr/W.%5 6'O.0 / 5. P/7,T05P i rOB/RA '.vAmEaArw VARYE64 rEO rOBIR4 44 5 C4L4 V NATURAL CRIMP/Aro5 4'O.G. 6. RHAPWIOLEP/.S /NO/CA PINK LADY' IAVIA HAIUTHORV 1? $ CALLOW NATURAL dRaX =II1W 4' O.G. I SAL VIA LEUCANrHA I EX/C4N BUSH SACS 33 5 GALLOP NATURAL GROXJp/NCS 4' O.0 pRi�E 8. X7-L0S0%1A GOArESJ7fl 5H/nWrXYL03MA 56 5 CALLOW NATRAL CRalIFIAs5 5' O.G. Exisr/A6sr,4w-ErL/GHr // ' GOYM` DESCRIPTION of REVISION DATE APPROVED roREr�A/N /NPLACE SF FESCUE FES CITY of RANCHO CUCAMONGA TUGA GLAUGA GGY'A`�ON SL UE /CALLOW - l8' GW CENTER /,8ID19 TRAGHELOSPERM(A`f✓A5d"!/NO/DES STAR✓ASMNE PROM FLAr$ Ar/1'O.C. 682 SF T/ACt 18096 4TH1 XOAYEROF T0RE0t-r AREA LANDSCAPE MAINTENANCE EAST AVE. and VIA VENETO DRIVE VlWE: \•p.NDSCgpF DWRICTNO. 9 V-1 PAR7oWEN:1,-1 5U5 TR/CUSP/DATA BOSrGW /VY 3/ 5 GALLQV 1✓F' PC yC K J O �5� PLANTING PLAN Underground Service Alert N APPROVED BY: DATE: `>/ -/L- No. LA 3880 CITY ENGINEER __ RCE- CALL Exp. �- DESIGN Prep red Under The Supervision Of: REC DED �` 3 31/14 TOLL $FOROEE � q� CPa c '$ DRAWN CRESTWOOD COMMUNITIES 227—8 00 510 CITRUS EDGE STREET - GLE DORA, CA 91740 SHEE 26)914-1943 L7 OF 12 TWO WORKING DAYS BEFORE YOU DIG REFER TO SHEETL9 FOR PLAT/NGDETAILS CHECKED A No 3880 DRAWING NO,N ATMQKJ. DIAZexP. 3-31-14 2307-L DAT FILE No PROJECT SHEET N0. ____OF____ PLANT/NG NOTES IRRIGA TION NOTES. /. NEW lW4TER METER(SIZE PER PLAM) AS PROVIDED BY GV� /S REQUIRED A A4LL Pt0/NTS or 9 INSTALL FOUR!4l SPARE OR Aue W/RE ALows rHE EIVr/RE LEA6r14 CF rHE MAIN,./NE TO rHE [ COYTR4CTGt SF/ALL 4.LArI' rhlE C/rr AND LANDSCAPE Ar&7iS C:Glr S1TE GO S"&LV3 Q �gR t�R.r W AV' E/.AG4GENr r0 rUV A4 A5 OR 7E A GGN ECr/ON, rNE CONrRACrOR$HALL MAKE A,4m4%elemENr$ .AND PAY ALL COSTS FOR rNE FARTHEsr AEmorE CONTROL VAL VLr (RCYI GW EACH BR4NC1/ PIGTAIL EACH ORAAKxE 1///� A 11Aa/CN P�YEwr/NSr4LLAr/pV l�R PLANS AND 3PLtC/F/CArlG11C CGW77¢4CTOR SHALL aE L 4ND9G4PE 4�A3 ARE 4o%4GENt TO PRIVATE L 4�5G4PE ACAS A cGfVCRErE 1,fE4DER/3 /N$rA4LLA r/ON OF A NEW WATER METER CGYVrACT rHE CUGAMO%t A VA4LLEY Ud4 rER THE ENCLOSI/� /INSTALL TER`1/N4L SrR/PS /N ENGLOSI/I�FDR /RF+IGAt/G>V 14 oRA RE3PGlV3/aLE @h/OVYAYs AND �-INSTALL/nG /RRLG.AriOv EGXJ/�l`ENr AND RE6wlREo, FC4WW4Nr ro Clrr 57ANDA4W6 ANC DErA/LS A, 11WOV �PLANrAa A aFAs ualcH ARE NOT AorALLED PER PLAN Aa�D 3dscFlcAmw D/STR/cr FOR COSTS AND /N$rA4LLAr/OV PRGCEDURFf 3 CLEAN-UP-!WALL LAKE PLACE OVA DA14 Y 9WNS WWLEss OraE~6F APPMPIleo a r ME /O /RR/GAT/0N SY$rEM/S BASED UPS AMAX// 1 Olr 3 /NONE$ GF ILIATER PER«EEK(TUI J,AND 2. C4W7R4G7OR$HALL FOLLOW THE DETAILS AND SPECP1C4r192W FOR SO11 P)WFAR4 r/GK C/r; 2. rYP/GAL POINTS Gam'CGIVNECT/QV CONSIST qr A NEIU U/,4TER METER FOLLOILED BY A 2 /HONES OF 1Lf4TER PER&LEK(GRt2IDGOVER/SyRC/B$J gPPL/ED FOR 8 F/IX/RS A N/GHr/5 DAYS PLANT P/r �GNl/ NT3 srAK/nG Anrp aACKF/LG REcxr/an Nrs. P>WSSURE GULATOR(/F,QEGX/IREDI, f7nL LcuED BY A BA4CKFLc�!✓PREYENTER DEV/GE, A UEEEK BEIZZEEN rHE HG�IRS Or 900 PJj TO 55 AV Apf OWL Y Oe VAI vE PER CONTEOLLER AV THE AML60PAS $OIL AhENDM M SHALL ME FOR B/D P14WOAFS OVL r. P/NAL SOIL TER FOLLGYLED BY A MASTER SHALL OPERATE Ar A r/ME 3. CONTRACTOR SHALL rC, AAV A4 L4 1XKe_4 RSELF IUNTFI ALL W1W r UT/L/T1E5 Ar1EnlDr/ENr rrPEs AND 4zmNr1r1rs SHALL aE eASED av SOIL rEst,Wcc ArA" VAL� ALL =a11F1"ENr S/ZED PER PLAN INSTALL ALL EOUZPMENr PER C/rr$TANDAROS AND PIPES, 57)FC/GTL/RE3, Erc AND SHALL TAKE SOLE RESP°G/Y3/eIL/rr POR n/E (SEE$PZCP1GA71pK5J RMOr/L ME lWWA P SOIL A4 hlENT3 6'1NrO rHE SOIL A rAs $PEG/F/GArIONS, MANUFACTURES 146=11Y ENDAr/ON$ AND LOCAL CODES. ACTUAL LOCATROV Il. THE SYSTEM I$ DES/GNEO FOR THE M/N/MUI`I OPERATII�(r /'RE�SC/RE AS SHOIGN AT EACH PO/Nr FAC11 Irle& ACEMENT, AT NO GGSr TO rNE CITY ANY DAHAGE Op SAID WWDEI�iLXbVD ��XI,�¢Ep R,grEg PER,¢i�Srz r7 G1r rFE EGNI/PMENr ro BE As D/RLCGTED GaV SITE BY A REPREsENrArll�cF rHE c1 rY. CF C0 ECT/ON THE MAX1Nd'1 DEMAND C GALLOWS PER MINUTE /s AS SPEC/PIED. THE FAC/L/TlE$ /RR/GAT10V GONTR4Cr0R SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE$/rE PRIOR 4 Cr, MrMrmM$rA43141ZED AAuGUSr 3. BE INSTALLED WMAIIN A GOAT a"gnwL4Gf< rO THE $TART CF WSrALLAT/0N. ANY c14AAws SHALL BE BR flr r0 THE ATTENTION Otr 4. NO 1°LANW r10 SHALL BE LWWC LR$ ALL 14APS /GfU3 /N C ArIFO AV 1/rZ TEE /74 50 Gy�SIHy CG,9-1 5r41NLES5 STEEL ENCLO$U , 42TH LOCK AND SHALL BE INSTALLED PARALLEL rHE C/rY./RA05 A44 P A 4-W SPA ftI :iR SYSTEM NAVE BEEN cONPLErED AND TESTED, FINAAL /?s /B3 G -PGY[ER PLUS TO rHE a mimEr AND $GREENED UIM14 6A ftas (UHENEYER POSSIBLE GR.QDE$ HAVE aEEN E3rAL9L/$fED, rtE PLANr/Ary.AIEAs HAVE WEN MOP!<RL Y GRADED AND MWPAAWO A SPECIFIED, AND rAe/unw At"wvED a rw c/rr A LANDSCAPE AREA$ SHALL RECEIVE 4'LAYER CF UVOL) CHIP/U04!.ALTER Al L /2. AUrOMAT/C COVrROLLER TO BE CALAVE W Arr2.W-R-LRj RR (((/M, rM10 AAV LR/1FR 9POW r�E$AAO S4MM, A10 4XEAV bVrO EDGE&A OVER AAwAS PY/R3UAANT TO c/rr 4. THIS DESIGN /S D/ArsRA,'%"AT/G, ALL P/PA6, YA 1.VES, ETC. sAMN L11m41N PAYED AR FAS ARE INS rALLED UIM14 A STR�BOX GOWTf�LLER ENCLOSURE 58-AiS$lGlTX/COAL hW OPrIOV 5. ALL PLA A(rMA7FR/ALS&HALL ME APPWkEO FOR 4VAAL/rr0r THE ClrYAn/D LAAADSCAPLF STANDARD$AND DETAILS HE)WOV GRADINS OPERAr10V,4 $HALL ACCO`fi/ODATE ME FOR DESIGN CLARPICAr/ON ONLY AND SHALL BE /NSrALLED !N PLA4Nr1A06,s ARLC'A$ 1CAENEVER AND A SEPARATE METERL�D ENGLO.`f�lRi� Ma$-AA6•It�C ANTENNA PORT INSTALLATION 70 BE ARG'HrTECr PRIOR rO 1A67XLLAr1CWI FINAL L0 4 r10V CF ALL PLANT M.4TER/AL $HALL BE J'Z/LCk COV7R4C7OR,SHALL s�nr A $AMPLE FOR rHE c/rrs AF�vAL PR/oR ro POSSIBLE AVOID ANY GGNrL/GTS L3E7TLEEN THE SPRINKLER SYSTEM [LG4LL✓s STREET L/GHrS, PROVIDED BY THE G/TY. THE GGWrR4GTOR SHALL P ANT E A rRORT ENT INSTALLATION T/ 7- $ldmzcr r0 APPRnVAL ar A APR AC-WrAr/VE CF ME C/rr PRIOR TO ExcAVAr/CAC 1�Gc1,g3E ANp q ACE/�NT. SPECS ut�D hBILGH 9 AVAILABLE 5�^t $1,04WALI< UrX lrr L/NES A AZP E0U1)= 1ENr, AND AR✓✓HITEGrURAL PEAKLIKE'$. BOARYJ lUIrH/N ENCLOSURE SYSTEM$HALL BE I-L PR /f.IOEVAL P m4 /B rNE G/rYS ACGEPTcWGE, ACTUAL LOCATJCW CF THE oSAC4OSURE rO BE AS DIRECTE7 BY A REPRESENTATIVE CF rHE G/rr 6. COVTRAAPw /S Hr$JL7V5/L9LE FOR ALL �PAlRS Al1O/OR RFPLACE 1E/Wr CF AKY DA/IAGED ARTE3/A SAu97U$r 5. CCW71?ACrOR$HALL YER/FY A4LL CCWD/T/0N5 A4ND D/MEN610K6 6A I ON PLANS A r THE S/rE LANDSCAPE 4 A$L'JEYCrO rAe L 1m1r CF 14;W THAT/$A DlArcr RrsUL r CF rHE 13434 CNTAR/O AVE PRIOR TO COMMENCEMENT OF ANY ALL D/SCREPANc/ES $HALL BE 1?E!'ORTED FOR E%Ac LANDSCAPE cCr(5t7 F oRAV & go N/3 ptAmr, 4NL TOR rAz Lwj Amg*Wr ITEM$ j5 y rA BE OVrAR1o, CA %74/74-a D/REGr/ON/MMED/ArEL Y rO THE Clrr 13. ME CONrRACTOR SHALL $UPPL Y THE CONDUIT NEEDED FOR THE CCNDUGrORS A/VO SHALL BE EXACT GYJPL/GATE GF GIR/G/NAL lCE7l6K G9R PLANTS WVLES$ 0774E7F1'WSE Af'PF70VLtD aY 7NE P14ONE(909J974-3983 c/rr FAX/909)973_71M 6, THE CONTRACTOR$HALL FA4M/L/AR1ZE H/MSELF/HERSELF UllrH ALL G IAVDER �D UrX IrIES COVOUGrORS NO CA DLE L METE �V/DEED Y SCE, OC7RD�D ANPA/DFORM�HE PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESP0NS/B/L/rY FOR rHE DEVELOPER 7 Gx/4NriTiE3 $AV4W CN THE LEGEND AFC FOR ESTIMATE A"P4W$CNL r, FINAL REPA/REPLACEMENT, A r NO cos r ro rHE C/rr FOR ANY DAMAGE OF SAID [?UDE/asRGti/ND GVJ4NT/t/E3 FOR PLANT MATERNAL$ lNSt4LLED SHALL OFl V) RUED BY rNE/NL7/cAtEp F4CI4IT/E6 /4. ALL SPRINKLER 146AO$ $HALL eE SEr PERPENDICULAR TO F1N1,0k GRDDE Or rHE ARLr'A r0 BE PY ANT SPACING RE47!/�@tG IRRIGATED LWLESS OTHERWISE DESIGNATED 4W THE PLANS. 7. CONTRAC-f W SHALL FLUSH AND )`IQAY ALL SPRINKLER HEADS AND YAL YES FOR OPT/M!A`t /4 ALL POP-UP TYPE SPR/M�CLER HEADS INSTALLED SHALL BE INSTALLED 54 THAT THE TOP f THE COVERAGE W/TH MINIMAL OVER$PRAY GWTO Ul4LKS, $TpEETS, U1.4LLS, EKG THIS SHALL 6RRAKLER HEAD /$ 1/4'ABOVE FIN/SHED GRADDE. INCLUDE THE sELEGT/GW AND /NStALLAT/q+W gr A PRE$SUURE CO/yPEN$AT/AKs NOZZLE SGic'LrEN (PC$)IN ALL SPR/NKLER HEADS AT/NIT/AL CO7V$rR cr/o 1. 8. u44HN VERTICAL OB3mcrtoVS HYDRANTS, STREET L IGHTS, TREES, ETc.)/NTERFERE WITH THE SPRAY PArrERV CF rHE $PR/AKLER HEADS $0 AS TO PREVENT PROPER cOVE'RA4GE THE /R4/GA7'10N CONTRACTOR$HALL FIELD AC)-V$r THE SPRINKLER SYSTEM BY INSTALL/A6 A alARrER CIRCLE OR HALF CIRCLE S0=R1AK4ER HEAD OW ZAGN S/DE Or rHE 005n '!Cr/ON$O AS TO PROP/DE PAt-49ER COVERAGE. ALL AD✓USTMENTS SHALL BE MADE AT NO A0,01T10NAL COST r0 rHB C/rr CITYPRESSURE CAL COLA TION - VAL VE#20 CITYPRESSURE CAL CULA TION - VAL VE # 16 NOTE.- MAXIMUM GPM WORST CASE COlVTR4CTOR rO CGbRD/NATE COVTROLLER PRCaeW- 'f/A6 U#7,W A CAI SENSE REP1W_4kNrArIVE AND A STAAF MEMBER CF rHE C/rY MAINTENANCE DEPARTMENT, WATER METER M-1 (NEW) SIZE i' WATER METER M-! (NEW) SIZE 1' ELEVATION 1,23037' ELEVATION 1,23037' REFER TO SHEET L-9 FOR/RR/GArIGN DErA/LS AND SHEET L-I/ STATIC PRESSURE W- 76 PSI AVERAGE LOW- 60.4 PSI STATIC PRESSURE +/- 76 PSI AVERAGE LOW- 60.4 AND 4-12 FOR LANDSCAPE 6PEc/F/CAT10Ns SOURCE OF INFORMATION RAYMOND ABAYTA, CVUV SOURCE OF INFORMATION RAYMOND ASAY74, CVUAD PHONE NUMBER WO-987-2591 PHONE NUMBER 909-987-2591 DATE OF INFORMATION 1026.11 DATE OF INFORMATION 10-26-11 W.G.L. MEAN ELEVATION 1,405' 4.6,L. MEAN ELEVATION 1,405' OPCS' SELECT/ON CHART WATER METER ELEV. 3037 1' WATER METER ELEV 1,23037' IVa' DE$CR/Pr/CfV MCP51- PC$-V2® PCs-O-Ae PCS_,®4,® PCg_6160 PC$-OW PC$-125 PCS-/73 ELEV. OF WIGWEST WEAD U t?308 0.i x (0.433) XF'SI ELEV, OF WIGWEST WEAD 1,233.7' 3 x (0.433) 129, PSI GPM 0.2 0.3 04 A" 0.9 /35 17$ COLOR 49AIC'GN $/LVER ORANGE BLACK tW 17F GREEN YELLOW REMOTE CONTROL VALVE 20 SIZE i' REMOTE CONTROL VALVE 16 1' MAXIMUM DEMAND 143 C*.PI 1• MAXIMUM DEMAND 14.0 GP.M FLAT$PRAT ek-FL r - X(/60 l 4'-6' 7' +8' ELEVATION OF WIGWEST WEAD V30.8 ELEVATION OF W1G14EST WEAD 1,233.7' BQ-FL r 4'-5' 4'-5' 4, - PRESSURE AT R.C.V. 44.'1 PSI PRESSURE AT RC.V, 43.7 PSI LOW AMBL5 AM-LA 5' ®' - sPRAY L5 IOFI-LA 2' 6' 7' Orr, SIZE ITEM PSI LOSS QtY. SIZE ITEM PSI LOSS rRA✓ECTORr /0v_4,A _ _ 2' $' B' /0' l/' 30, 1' TYPE K COPPER SERVICE LINE 2,514 30, P TYPE K COPPER SERVICE LINE 1.96 1 If WATER METER 12 1 1' WATER METER 1.1 I it R. P. BACKFLOW DEVICE 12 1 1' R. P. BACKPLOW DEVICE 12 67M AISLE I20 3' 8' l0' 12' 1 li' FLOW METER 0068 1 114' PLOW METER 0.0684 6PR4r 30 /?T ?' 6' B' /0' /?' - - 1 1114' MASTER CONTROL VALVE 040 1 114 MASTER CONTROL VALVE 0.48 7R4✓Ecr0Rr /?H - 4' 4' B' 10, 1?' i 1' PRESS. RE6. (PALL OFF) 3 1 1' PRESS. REG. (FALL OFF) 3 - - MAINLINE SOW. 40 - - IVa' MAINLINE SCW4 40 2300 STD. A%ME / ?' 51 7' 12' I5' MAINLINE 1 MAINLINE $PRAT 7O /5r _ 3' 6' B' a, is' PRELIMINARY - NOT FOR CONSTRUCTION 1 I' REMOTE CONTROL VALVE ASSEMBLY IS 1 1' REMOTE CONTROL VALVE ,ASSEMBLY 0,48 TRA✓ECTORY /ems _ p 4A gA B• 11A F5, 2 IVi' BALL VALVE - LINE SIZE 0,0456 1 IVa' BALL VALVE - LINE SIZE 0.045 /5s3T - 4JCL6' 4X74' 4W6' 4X30' - - 34' - Ili' TOTAL LATERAL LINE LOSS SCW. 40 PVC 2,01 - 3i' _ lV2' TOTAL LATERAL LINE LOSS SCW. 40 PVC 0.140 0,6 W RADIUS OF SPRINKLER HEADS, ASaUIRISO FOR PROPER COVERAGE /5x LESS - FITTINGS LOSS (10%) 2.78 - - FITTINGS LOSS (10%) 23 TWAN RADIUS SkaW ON LEGEND, THE CONTRACTOR &WALL EQUIP SPRINKLER WEAD ELEVATION CHANGE (a)GAIN 0.5' xO.433) 0.64.0 - - ELEVATION CWANGE (-)LOSS (3'x0.433) 1.29' W1TW A RAIN BIRD 'PCS' PRESSURE COMPENSATING SCREEN r-OR FLOW AND RADIUS CONTROL. SELECT SCREEN ON C14ART FOR APPROPRIATE RADIUS, TOTAL SYSTEM LOSSES: 3057 TOTAL SYSTEM LOSSES: 2627 PRESSURE TO OPERATE WEAD: 30 PRESSURE TO OPERATE WEAD: 30 DESCRIPTION of REVISIONI DATE APPROVED TOTAL PRESSURE REQUIRED: 68.4 TOTAL PRESSURE REOUESWRED: 68.4 CITY o -F RANCHO C U C A M O N G A LOWEST STATIC PRESSURE AVAILABLE: (76 PSI - 10%) = 68.4 LOWEST STATIC PRESSURE AVAILABLE: (lb PSI - 1D95) = 68.4 PRE-SET REGULATED PRESSURE (IF REQUIREDh - PRE-SET REGULATED PRESSURE (IF REQUIRED): - RESIDUAL WATER PRESSURE: 7.52 RESIDUAL WATER PRESSURE: 12.12 Tract 18096 LANDSCAPE MAINTENANCE EAST AVE. and VIA VENETO DRIVE \_N DSCgpF D/STR/CTNO. 9 ` K J o`ti NOTES and CALCULATIONS Underground Service Alert APPROVED BY, DATE: 9 /-i�- oz a N CALL No. LA 3880 CITY ENGINEER -" �.._ RCE37 Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: RECO, DED TOLL FREE CRESTWOOD COMMUNITIES -$d0 sTgTf CF C00 DRAWN 510 CITRUS EDGE STREET 227-2600 ``�GLENDORA, CA91740 SHEET @ /' 626)914-1943 L8 OF 12 TWO WORKING DAYS BEFORE YOU DIG CHECKED n�.` ..RLA No 3880 DRAWING N0, DATEWZYM FILE Now 14 2307-L PROJECT SHEET NO. ____OF____ CAR"V HCIPEL -40 O'RaOV PURPLE BOX W 410 ETCHED S17711 7UR5'OR C '(.'CV'AND StA/NLEM STEEL BGY r A1AAV$CAFYAd lR@KsAT/OV COVTiIIiii F/N/S4C+RADE /64RD9C4P#AVMr NOTE AJ � A 7 1 RV 7Ui Aili h 6 -yy — ', ' ,"�'' 5rMLIDh.4 Aiiii n/,7TE I 4 % I:fk N. S. BF 9'INNOV a1RrAREAS is l7AX 4 4. srAA4LEsssrEELBOLT BLUE — � COVER ETCf$p %6pKsA7/OV GATE' T I— �' A a: Q ^� FAJ/SNGRADE CAR9GYV I'70DEL /??D-U/4'x?I' T£R1°Rv'�K'ALL IINR£ M S PR i QC FM MV I _ voLET,LAVENDEe f� L/vf EL AC4"V aL^v1lNrF/ i— I 1- —I III — 4720AGE�6ZAAq 0/���AS r PsI6LGr�h/XPAiAi I/iY�iJ LGL^K/Mr PU,'3PLE C4P _ — CLEAN BAG�ILL - SaEE — - -i I I— I I— I dND 3' aBOV� N rLANr BFD �L,17644/(&v1KEY, L _ �z AC.T/a�AWa1AED u uEArrs 6-64d10-ss _ x j._ I— BALL VALVE FOR lr7'-1 U?' ( ( PO r fM/N14' Ai X PO TAIL EXPANS/dJ Arm nr,vosE suYVEL. I h I I I I-1 1 III � k M /f/A TER MEFER CIW 6rANIVAii J I ( -III I I— _ = A?ES/VBJr uELxx,�'-?'cR LAAYdfR/N7}/ L I- SrA/NLESS STEEL I=I I PfR7V/DE i•Mml S4ND — ?' ,eansW nxlr I III—' S: STR4/NER STD DW'T NO 5f7-C - mpt i 3.4� 3 4Dp9{3 - I=i �3 Rt-Rr (a'-b scREW CLAMP — III I I�' SCOTCH LOr£R'Jxr FILLED PR-• FWAi /7PE IE&AATOQ 5TD DW NO. 5/9 M/NI/AAT(3l PLACES .'. = = A3�Cr=,SP IUA7ER 6A7F VALVE ! - CCfVVEcr�s FOR ALL FLOW rrE GV GA7E VAL vE, 5TD, OW.. NO. 5/S M - sENsae W�cpvYEcriaua x ,� • BAGKfLOII/5TD DILL NOS 517-A I5/7-® — ( 71-L ;ygaYfnG TAG EF�rrCOATED III VAL caa>Qvi 1.0 QU/G'K CCU94,5 5TD-Dii.AV 536. � �C EArE BAD o °s° ae., - z ° n >p. °a a' #'rWi /A�rAFIrrR S = I =1 . . ( I (_- CpVTR7L wI�SLEEVE - !I ! nvsrALL/nYi FLcvu f7ErER IF f4 BtuE I—III — sip PLR PLAN tivsrALL =1 —I 3' —III'' d f7'1-• FLGYU/NETE/Q 5TD. DU.Gc NO. $f6. e a a ° ° '4 <' I - WJREs o • MY. MASTER vAL>,F 97D 0L4G. ND. 5/6. _ _) I— .'.', I I I- AD✓AGENT ro Pa -III-III III- RED ' SCH 40 BR455 NIP!i — ^� . . . SY.p=PL Y L/AE $o >4 =1I '_ —II BLACK •OC'14 40 BRASS NIPPLE — I=! _� I I—) P)Ws91/A3�slaoPL Y La _ — !— w MASTER COW7R-'X 14'LGhYs III-1 I—I I _ SLEEVE - 9/ZE r7!/!CE 3' FL D/Ah�TEP, E - - _ --�,• ` , ��i�°�1 I� 81JFPLYL/NE 1-P-- - L. •+T . C 04 6• rrP -; -T: •paea :A. != I i. 3/4't!(49NFD CR41 J. CXJ/CK CCX/PLER TO BE INSTALLED 1 FEET DGYINST AM GK LAST ELBCYIf GY✓BAGKFLAU RGf� = -! a� c _! FLGV METER MAN[ D/A^RTER AGus GATE rO B£ °•e° T. JHE HDR/ZG1YrAL D/STANCE BE7ILEEN DGY'fE571C UTATER L M/E5 AND RECYCLEp(LS4TER L/IJES - h�V-FiPE6U(Jl�'LATERAL E = !!= !-_ �R 511 PLACED r0 A DEPTH CF 1-wrBF1w,FEETAND74vERr/CAL D15rAAezlwrBEfFEET LABSLEV1P - 9/ TlIHCE =_I, !I Rs f(-I 6'm'F40WME7ERAND ,SCH 40 BRRASS �° ELL DIAMETER G1C'NGYJ-P/QE9.4f1R5' `� -III- dd:p'ac '•?6•° .ao. !_ M3AME,A9 J�,dV TER MASTER VALVE BOX 3. /FA CYCLED!!/4TERL/NE 9JSTCROSSOVERApUMEST/CL/NE, 774E CYCIEDl!/4TERLINE LArB)i LINE _! -_) ! ,pa ap ; /'TCL97 BE SLEEVED t0 EX7ENp 5 FEET OV BO>H S/pE5 tKE P/Pf ° _! - - _ - !� raFrER sfaE MNlree DISTANCE DarNsre AM cr 5CH SO PVC SCH 40 BRASS SO �_— -r STREET ELL STREET ELL -i J =1 I-III-I (N1N7EREUP7FD M/ii(SX D1,4ME7ER 4 /F THE MA/NL/AE Aa*W/A&FROM THE 91ATER METER 70 r14E STRAINER NEEDS 70 PA55 LADDER of rLCkV f7i A 51,1 TYPE K COPPER 1-wr BE USED AND EXTEND A71EA5T/FOOT PAST THE 5/DE/L4'K rMOR r0 A 3/4'WASNED GAD M/Nl1-AA'f D/37ANi l/PSr;li OF F1PES9l�sLIFPL Y 0,1 LBAR STAKE /.ALL SLEB'VE9 TO BE SCN 40 PVT: GG�GA 7E BASE (AV1,V7EAFUPTED PIPE('/OW SEPD�C4AAf rlNS TO PVC 717�K COFY'ER M7J5T BE COvET2ED t!//7H CNP/SrYS FtJpPLE L// F/tt/AY> (T4 LO1Ysl A071FA A 7. EXTEND ALL &ZFI-EB AV BEYGWD SCW aff AA4VSaAPh�Y3 AT HOTH HAm t P!i ACtlIi TE v9TALL Ar/OV CF VALVE SOX D AMETEK a�FLOUfYEfEe s/TEl PoL YE7HYLENE URAP. 3. R01i sLEE14Ai ARC A/AND/CAP RAI-M ?. AKSTALL C?Mi VALVES A/YIN CF 2'ARCM 67;F14CIU11i OR NAROSGAP/M.c NOTES: 5 /F THE`/-/A/AY/NE a#lBi W DEC-AWES FROM r14E WATER METER, C=401 I VALLEY Pii SUP/a.Y 4 AC 4. )i IAYDER PAVEMENT&OCEPrICLE r0 rRAARC LOADS REFER rO C/rr 3 kVST4L4 VALVES!N PLANT BEDS U*vi EVER P064/BLE Ai TO S/DEVLALKs. t M,gX/M/TE D/STANCE HEn[EEN FLOYU/°fE'TER L�1JD MASTER VAL VF WATER 01677R/CT IeFCO`7>7END5 r 4F USE 6F el 55 N/p/i AAV 90 0E6,1E A49 GCW STD. NO. /Tv(T4'M/N rO 36'MAx DA is rO rOP&W PIPE CIELeW 6rAWnole4L a PLACE VAL VE BOX AT RAIiAYiLES TO 67111 OR HA)i TO AV,i A145H WATER PRESSURE DAMAGE TO PVC F77/A66 secrIOWJ. 5 ATTACH PYA$r/C vAL VE OSVrF/GAT/CN rAG ai APPRpcI 7E CCW777GYLER AND T. /N/-k1L f/PLE FLCYU/•71�'tERA7.v/NSTALLAt/OVS HAxp•1/ZE THE DISTANCE NOTE 5. MIN/M/ZE N jQ clt(31,1.E JOINTS(d1Q7ER 9r7�TEr. i. USE MAX//'N�FI LEA�STi4 C1� VALVE DER/M3/DE VAL iE BOX lap n,E 'TEE'r0 EACH FLCW 1111710 MhVN1.IE ViENCE. PLACE AGGA3°GA7E FRIGHT t0/NSTALLAY/OV GF VAL YE 80X PIPE P0Ai!I LE rO MINIMIZE doh% 5 OWER 44I111a'75CAPE, B.ALL v44 VE3,,wr PAiWCYCLED Nf.4RY/A(s TAG(FIAPPLEI cAii; TY'S, E 3 MASTER VALVE Am::,Fi ow J•ETER nu4r HAVE RECYOLED&A7FR rAG3 CITY STANDARD 526 NTS NTS MOTEL AV fD-MAX-PRRG@ J CM Y(Li Ai 90TER/S AVAILA&E AND C~C7FD. (cMQ/STY'S PUR°Y.E MGDEL NO. lD-MAx-P?-RCID109J CITY STANDARD 536 CITY STANDARD 533 NTS CITY STANDARD 518 NTS CITY STANDARD 516 NTS 1 POC(Point of connections 2 QUICK COUPLING VAL VE 3 TYPICAL SLEEVING 4 BALL VAL VE- 3"OR SMALLER 5 FL OW SENSOR INS TALLA TION 11IWAi le/T - NP CAP TO SA9P/NYLER-AM'>LE FYl°E'f0 BACKFLOW PREVENTER W7 r471 ' AWP, GA/®J 6' - JT'D!A/'fETER CLEAR S�EG/F/ED DEPTH 4ATN 45' ELLS CGN/ECrORB OQ elr ASSEMBLY a hIErERED ENCLOS w STET 70 U r$014. F/N/SFI� ;9NAP-T/T£'16W7FRI2141° /7P3-92R/ES 3G'A'40 PYc MALE A04ii GRADE�SOIL. MMQ'/L/LGN PER CITY LINE VALVE 2 PLACES �f Vf� ' i s7�W''Bpx MODEL NO. STAAOAl 7Ai — COAST GUARD SHACK -- ( }F/N/SHSp/L GRADE AllL4YFR171NhEAD .I . I-1 9CN3®PVCLN/OV 10,01aF.&JW rIR VEI[AfH ENCLOSURE CGS- � .- _ PVC'N/Pf'LE RAAm/�:EPB-CP•NP•HAoV- p91 D hfETER f0 FACE 37F'£Ef =! =1 :• r h -- 777 $" T HICK X 12 WID E — CAR9v S /4k/' CONCRETE PAD I SE NIPPL E A vEADERA7NL/D AC7E CLO •'•�-11—!s •,i,.•%. . .I I I---! ! ! ,IrtI+Il�=—( IT=IyI I !ramII II II—�1 �=—• 1i ! 1. ��<1I Y.F� TcLh�ScD S(E[H4TL H'£CNGAEV TR OLLER WBRIASS wrE ST RAINER I SLMELINNO.GP TE2H%T OY O I REASI NP EART NLcO� EA• ENGLGi- CODET.O BEGR CNO S S>EpT AM E B C _ SIZE/MANUFACTURERW (ORA)99RVVIDE64l TH 60 MESH PER .. h CLEAN BA0*i WE 2t �7 5. , MONEL SCREEN SPECS.FOR MATERNAL. HN/SHGR4DE PVC SLEEVE REQUIRED F/Nf I —I�' r' —! �X GGY'1PAC71GW RECN1/RED 4 FOR PIPE THROUGH G,¢4E ^. _ / CONCRETE PAD IIJJ III I 1—' � � FINISH GRADE M/N 3'X 3'x b'COYCr6�'TE EE FGO7/AAs INSTALL A M/7Vh .! •" 90% COMPACTION + • >• CP 3'ABOVE GRADE AAP ! ftW-PRE55t9W LArBWAL LAI - i !—� • ' I h.�'• k•• + '.COPE TCP TO DR4kV AT r.• REQUIRED -- '� — Milli Si 40 SNAKE P/PE/N F - PKs TAIL EXPANSOV h:,+ G7C?t. TRENCI.1 I,! - LLYP?f/AC?4'LCTfaJ •78" MIN. �� ��� �_� ( - I I =1I EEI I F_ —ij >�CYGLED lll4fER OR PER / / / / / / NIPPLE - TYPICAL III III' �—III=III— ' 120 VOLT 4,E A(R/G/D$r££L fy 1 3' III—III n —I i—III—Ti CCWDUlT(PER LC'✓'AL CODEI "� _ = _ TAG LOCAL CODE �\//\/ /\/ / // / (2) PLACES _ 'r (SEE AO7ESl sCH SO PVC NIPPLE _ r0/A�e/GAricW cGwrROLLER (M/,V"J1T'L0i � 411 315 SNAKE +� r ggSAnGL vAL nv , '� �— ! ROV \ _ W/GiV!/SEC %\\/ j\\/ /\\//\\// 555 O PVC MALE C /Y LCA�CODEI SEEP I a I EACL P/PE NN rI�H \ _ 404E VAC VE&N UVICW I----+i sCH 80 N/ISLE — _ AFL 3"(1'?/ TO PGYLE'R SIDE CF ENCLOSAQE - 6 AV A6 rx r am• Eu _ "Ara •C'4'vt4xseD / / / / // UNE TO SYSTMEMS ASSEMBLED, TESTED AAD INSPECTED SCH 4m PVY. ' --! i CANI54ED AGGA'EGA7E FROM WATER � \� � 2 ALL CGWr�LLER GAB//�r SHALL BE—1 AA VrrA= UA,�s - BLNIDLE i_ ° SOURCE /N rH£F/ILO BY CALSENSE h ' � !, AAK7 rAPL•AT/B'O.G; AAD � L '? � //\ � S/OE ViEiy —1 —I. NKSTALL ADJACENT TC7 !1 6 eP° •0 ' o-o;F ,�•6 SCH AV FNC N/FKYE TO METER MARYEX 9D' 9fl�E7ELL — I- 11 A41iYLn =111 II I�III wsm �zuurav i=j I —I III—! I =1 _ CGWI7FOL 4,010 's A� RIDIG PIPE AND RELATED FITTINGS SHALL ELBOW TYPICAL ELECTRIC METER PER SCE rW1-DE6'MNN, catSA%V MARLEX W4 ELL —I 6' T71� BFDDfiG A D S<,S4D/Ar DISTRICT STANDARDS. CONTRACTOR SHALL BE PER CUCAMONGA COUNTY WATER (2) PLACES NOW-P1W9S41W VERIFY WITH CCWO PRIOR TO CONSTRUCTION. LATERAL F/rr0ex BRASS NIPPLE- NiNOW-PlWS&lA?E LATERAL L// SCF/SID PVc SXSXT rEE -�SSN?E'SA'9q'YLAE I. 1 PER LOCAL C 00, NO7FS: 7. EOLIRIWT TO BE 10TALLED AT A MMR'MF"I OF 24'"1 ANT MOTE-• '� I AOr&L COVIRC7L VAL VES A MhIftflO°1?'FRg75tR;/C•71Ali OR NAAVac.OfYM.s^, 6TIPIMCPIE6 OR I4AgV*CAPING. F/N/SY S'G0111i Ali L LOCOrE/,EA N T' C E PFIGPr/UALA:S GL9�5; HARPSC,4P/Aki, I. PIGTAIL AND LOOP CrW7711 OL 9011 A wO cm4wEs /N D1AwCr1m 2 A0rALL VALVES/`PLANT BEDS WeIIEVERPGtS HAi rO S/D*W&K3. 1 4 IN INIT 161 TO A OTRUCT{YiE(WALL,p{NLDM6,Ii 701R;^6, LA 7MCrffl"AND EGYEs At LAE 3. PLACE VALVEBOXATRAS4TASi r0.47AI /RES O@NA@JSCAPMG. 4. 01111 wIITT PARALLEL TO STMET.COCKS CN 01i OR NON.®TlllC1URE SIDE.7. USE rEFLpV TAFL°GW ALL MALE rF/READ5 1. PI��SdU,�'8✓PPL.YLINE.• 2//J'AND SMALLER.(9'MIN DEP7XI 3. Au$TALL / EADS LW�Y•/INTERVAL C/+ECK VAL VE AND PI¢ESSt//i 3'AAA LARtaERT4'MIN DEPTH 4 FYAGEA!rrs,8�G4TE t0 MsrALLAr/CW qc'vAL VE BOJc s. sglDl wir upTN SNIRImew1@IEVEIe Pop81pLE. 'SCH 40 /Tr/AGFLCA TUWsPER rAff 44BI ArA2V PLAN 5. Ar7ACNPLA$T/C/DENT/F/GAT/OVTAGaYTNA�FWATECCWri'ea4ERA'C 6. DIN3TIC FlTTRYA ARE RIOIIIRED"CON.ICT10%OF V L�r =11-T IIi ZIT 1=1T-T= DIaFNI.AR MErALa _ — 4. MEAD CUUV9YECT/GYV A B077cY`l INLET'cN/L Y. VALVE £R TO IAi dir VALVE BOX. T. VAL,&MR 6TD.'A6 MCIIII ID EEFOM aCCORAW PIEtiENTER b.ALL VALVES MIST F/,4V£RECYCLED![EATER VALY£TAGS/GfR/3TYJ F�KEMODEL N7 /D-HAX-P?-RC64'�9J ArrACHED TO VALVES OV-Y I[NEN AicCYCLED tIi 16 AVAILABLE AND CCMECTED OW MAkLa�I6!'OR LARSM CITY STANDARD 539 NTS CITY STANDARD 532 NTS CITY STANDARD 520 NTS CITY STANDARD 517—B NTS CITY STANDARD 522 NTS 6 HI-POP SHRUB SPRA Y 7 TYPICAL TRENCHING 8 REMOTE CONTROL VALVE g REDUCED PRESSUREBACKFL OW AiVENTER 10 CONTROLLER ENCLOSURE- TYPEA WITH SHUT-OFF VALEAND UN/ON TYPE-B M00IF/C41'/ON NOTE.• NOTE: USE PRE-A55E/`76LED 55E-MPS-BASE ENCLOSURE PJRGNASE rAW CAL SENSE OR APPROVgD EGXlAL. 'SNAP-r/TE'!(lq J ReRG hV5r4LL ELECTRIC METER and M"c'/GAT/GW CONTROLLER /N A SEPAR4 rE COWNECrOR OR EalAL ENCLOsd/RE AS L/STED /N THE /RR/GAr/LTV NOTES, SHEET SHEET L-4 7oPEN7RYEA1CLo4r U#/w SERVICE LCOP 14000 ENCL 061 MOUfY7' 677Rt:71i BOX MODEL NO ENaX.rI-r&AAF rO ExrEND W/7� PoRr4 cArio7ENYA AO-M-SERIES BlbVDLE6'ABOVEGRAOEJ TYPICAL USE CITY STANDARD DETAIL NAME AND NUMBER PORT LOCATED OUTSIDE PRELIMINARY - NOT FOR CONSTRUCTION NOTES: BOX /N57ALLAT/ON/LGL^ATION CAL COV7ROLLER L 1Ns7-ALL C0V7Ra LER PER�PRINTED /NSrRUCr1DYS AND PER LOG'AL CODE, BY C/7 r Reim) 5EN7Ar/VE MODEL NO. PER PLANS 5PL ICE BOX COVER /TN LIKAT/OfV TO BE APPROVED /N F/ELD BY THE C/7Y 1m6pEGTOR PR/ONE' r0 COW57m&-r/cN VERIFY p/RECTIAV FR10R (SEE NOTE$J rOP ErCl-ii S.M 2 CCN7ROL W,W SECN/ENCE TO CORRESPOND 70 774E PLANS DEs{GN SEdJENCE OF rO MaNr/A<z AN7ENJA COAX/AL CABLE REMOTE coNneaL VAL vES. CAL SENSE 7P110 CAL SENSE HARNESS m 3. AiN FCWR EXTRA W!A'3�9 (COLOR, ORA/YsEJ r0 FARTNEB r R�'V OV EACH BRANCH OF I*� A GR40E /lY LAl6N AREAS THE MAINLINE FOR FVn# E USE. P/GrA/L EACH ORANGE WIAi AT 774E ENCLO% l?0 VOL T DUPLEX GYJrLET(CFO'/, °Y .S' 1N PLANTER BED$ 4 ccs'T'/cW WrRE rO BE narrE AND GOVr7�OL WIRE rO BE REv OR BLACK/N coLOR NAV-50rCHED, rO BE PLACED CAL SENSE 7P-/-40 5. NO SPY ICES SHALL BE MADE BE77GEEN CON7R404LER AND RTM07F COW77ROL VAL VES W/rH/N/RR/G,4 r/ON CCW7ROLLER BOARD REGARDLESS 6. LR MW 0,i AN7FANA POPT TO BE LCC,47EO ANC /NSrALLEO Or C/TY i= SENTA7/VE ENCLOWi F Gi cOVTROLLER 512E I .rj�r0 LOCAL Ai(LRI. 5Y57FM rO BE OPERABLE rO 774E C/rr YAK 5 CENTRAL , — COP`!R/7E'?SYStEM'9e/OR rOACGEPtANCE NOOPENELECTR/CAL W/R/AY DESCRIPTION o -F R E V I S I O N DATE APPROVED 7 ALL ELECTRICAL DEVICES SHALL BE GRGYJ/JDED PER LOCAL CODE. SHALL BE!N CGfVTROLLER 0. CON7ROKLER SHALL Nor BE Ccyi LED BY GF/GYITLBr, /r/s r0 BE WIRED 'NOT: MIXAVT A7�,4. 8' CICY1`1C)V/CGIV7ROL OAF$ 1T'.k' /8'G7�EN PLA$r/C METER T �` 3 I WN-L. RECYCLED R BOX DECAL (G!-!R/5TY9 PART A'O. /p-41�4 3B'x 3 //?'l GW FNf M/N BOJC, GAR$ON OR EGX/AL CITY Q r RANCHO 0 0 C A M N G A r'd/SEACSE GGW77HOLLER BOX 10 /F METER AND CONTROLLER ARE rO BE 1N5,-,4i IN CLCAF P,@OX/M/TY Li GRADE 2% 6' 7AAC,<CONCI?EIE < q • fOOT/AYE INSTALL A /11W SSE-MPS-BASE ENCLOSURE TNRU CALSENSE OTC 3'ABOVE GRADE AND A ALL COV7VOLLER CABINETS SHALL BE PRE-ASSEMBLED, TE$reO AND /NSPECrED /N :. E27T III ' � ` s.. SLOPE TOP rODRA/NA1' LANDSCAPEcMA MAINTENANCE 18096 THEF/ELD BYCALSENSE. III—III I— M/N/MUMG3�1*. l?. IF 77LG COYV7RGYLERS A� TO BE USED SPECIFY DOJBLE U4DE 57�sEOX ' — EAST AVE. and VIA V E N ETO DRIVE ENCLOSURE lyOtJEL 4 SSE-D-R I—III I =III=III= 3'SCH 4�GGYJDU/r FOR —Ii1 I I `I I -! I I—III—III— ccrrMONrcoNTRx Wu�S tipNDSCA O1STR/cTNO. 9 CGWDU/T PERLaAfCODEi 99 EPELL 6' �`�� `� K J o` , LANDSCAPE DETAILS 70 METER ENCL OraURE CO :, Z24KX r URES, rA)i AND Underground Service Alert ALL COWEc7'10i SHALL 4W TER rKrHr e'GRCCAVD ROD BUNDLED AT N3 FT. INTERVALS N APPROVED BY. DATEI Y, CALL �� Ecr/c}v5 2 = Fr- PEA GR4 vEL ' No. LA 3880 CITY ENGINEER —*"°'1.�_, RICE: TOLL FREE Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: RE DIED 1 -800 227-2600 CITY STANDARD 524 CRESTWOODC EDGE �+ q� OF CP�-� DRAWN 510 CITRUS EDGE STREET NTS GLENDORA, CA 91740 SHEEii CITY STANDARD 540 ? 26)914-1943 L9 DF 12 f . TWO WORKING DAYS BEFORE YOU DIG '� CONTROLLERASSEMBLYI/V/STALAT/ON- TYPEA I2 24 VOLTSPLICEBOX I3 CHECKED v A � 'RLAEX 3880 P. 331-14 DRAWING NO. DAT FILE No 2307-L PROJECT SHEET NO. _—__OF____ PL STORM DRAIN / 0TC145AaN UNDERGROUND UTILITIES 6'LMD LANDSCAPE NE HALF C7F SPACING EASEMENT M' ROJU �� LIMIT OF PLANTER AREA REQtAREMENT SIDEWALK UTILI v .-.. CE�PIeEYC A,GVTE3 BED TO FORM gg J ! BA6 y33 Sa' o' • TOP OF RpO,OgTTMALL TO 4' WOOD CHGF4 ��H• B� CONCRETE +FADER . I/2' RADIUS S I E 10' S' RMMIISEI•i�GRADE P A ED OR I_ � •CUED t0 AIN EXPOSED EDGES AND FINISH PER PLAN R T I O&V V IN LAUN (INSTALL AT GRADE LEVEL AT SWALE S I N. IN. FINISH GRADE CROSSINGS) •*�Sa Sg S - AND GUTTER 6' OR a' '3'ift y S • g SEE NOTE 2 PINISH GRADE "- PL SIDEWALK I I-1[[ i� I I-III-I a>,P III-III-I i o l I L-�� I I� T �+ U. I APPROACDR +Zj ROOT BALL - I - I PANTPT TOITHE BALL. 03 R -Sae CONTINUOUS PR clrY mpGUT TM J TIMES THE (UNLESS OT4ERMI9E INS TRUCTED)sTD. 54z g, g I-ITi- „NpEAGROUNIp NOTE: STRJCiURE ssgg 11 I,i i11T II i I I. ALL SHRUB6 AND GRID COVER TO BE PLANTED AT EQUAL TRANBFORTIER VAULT. NATI �B�AC,Kp,F1 UITM NO SPACING (TRIANGULAR)UNLESS OTHERWISE INDICATED ON HELLMAN AVE NOTES: pR EMt THAN 3' PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. VARIIELSSS R VARIES R SIDEWALKAN PLAN CATTY 61W STREET 2. WHERE PLANTED ADJACENT RU IS AND WALKS,GURBB OR L TREE SPACING SHALL CONFORM r0 PLANS AU�VED BY THE CITY ENGINEER UMNDISIURBED NATIVE SOIL. 61MILae LIMITATIONS, AI.L SHR�'6 AND GROUND COVER GOLD OAK l�Ap 2. ALL TREES IN THEAKaH ROA ARE SUBJECT r0 LINEFAT SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING NOTES: CRITERIA AS APPROVED BY TRAFFIC ENGINEER µp�Eg FROM SUCH LIMITS.SEE LEGEND FOR SPACING REQUIREMENTS. 1.PROVIDE SCORE JOINTS AT 10'-0' O.C.AND 3/8' EXPANSION 3.MAINTAIN S POET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROU40 1.IAIt,gN���MATTEDRpp�S D7 LOOSEhIA�IG ALL ROOtB At EDGE 3. 9PACMG REQIUIREMENTB SHALL COMETS`! THE FINAL QIUANTITIES JOINTS AT 20'-0' O.C. FACILITIES. IN ADDITION MAINTAIN S' FROM CENTER OF TREE TO ALL UTILITY OF ROOT BALL.DO NOt CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 2.a' WIDE CONCRETE HEADER TO Be USED ADJACENT t0 ALL CITY- FACILITIES.WATER 4 SEWER LATERAL LINES. LEGEND ARE ESTIMATES ONLY. CONTAINED TURF. 3.CONCRETE t0 BE 2S MIN. 4, TREES SHALL NOT BE LOCATED ON PROPERTY LINES, A EDGE 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS 4,HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, 6' MASONRY PERIMETER S.STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE 15Y THE SPECIFIED ABOVE, LENGTHEN THE SPACING PARALLEL TO AS AN EDGE TREATMENT TO ALL NON-HANDSCAPE LIMITS OF WORK, LINE WALL - TYPICAL ENGINEERING DIVISION. AND BETWEEN ALL TURF AND GROUNDGOVER AREAS. SIDEWALK AFTER APPROVAL OP CITY INSPECTOR 6.STREET TREES 844AL.L Be PLANTED AND STAGED ACCORDING TO THE CITY STANDARD PLANS. NTS CITY STANDARD 501 NTS CITY STANDARD 506 NTS CITY STANDARD 508 NTS CITY STANDARD 534 NTS 1 SECTION A 2 TREE PLACEMENT 3 CONTAINER PLANTING 4 SHRUB/GROUND COWER SPACING 5 CONCRETEHEADER NOTES. L REMOVE NURSERY STARS CASE 1 CURB MORTAR EVEN FIAT UP CURB AND WALKX TOOL MORTAR JOINTS TO ACCENT COBBLE. 2 PARALLEL Be PLUME AND - COBBLESTONE SIDELMALK 4'LC GOMPAGtED WOOD GRIP r v 3. TO�AILNO WIND. R LGCATE PER PLAN a MULCH. HAREDSCAPING (CONCRETE HEADER, l CURB 4 GUTTER, SIDEWALK, ETC.) FINISH SOIL GRADE `J ) E5%GW✓CJ/Nr 4 q 'A NOTES: UNMEANT�C�I�EST� t. CONCRETE CLASS 5S OTHER00. WISE 2. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL 8E: S 2/3 CASE 2 BOULDER PER STD 542-A BOULDERS: MAX. 3'0' - MIN. 2'0' 12' v (LATE PER Pam) EDGE . SOL DEPTH AT COBBLESTONES: MAX, 18" - MIN. 6" WITH ONE FLAT SIDE TOP TIE To BE PLACED AS COBBLESTONE 3. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT LAW AS POSSIBLE ON THE R, yf TOP OF STAKES MELCW =1 I I-,-r I 4 TO 2-1/2 PARTS ACES SAND,, 2E000SPSILPORTLAND CEMENT 0 CRETE. (NO -DRY BE FILLED NTH CLASS V MORTAR. I -PACK-ART IS CEMENT ALLOWED) NOT 60 o LOW A �LL,-- HEM 16 TREE A 5. A SAMPLE AREA, MIN. 40 S0. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO SUPPORT d!.et gM[G!S GRourtH HABIT ME1MIta n. . . ...;• -I PROCEEDING WITH REMAINING ROCK WORK. TNE FEAO ro nAl rw4x (2)qua O CNOH TIES SPACED 24' 3-1/2" MINIMUM 6. FNN. RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CITY INSPECTOR. 88 dPART,ATTACH WITH GALVANIMD I ... CONCRETE BED ; BC:IIEUIS TO V LOOM ROUES, 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND EXCESSIVE IRON CONTENT. u, 2'DIA.LODGE POLE ME STAKES CASE 3 -.-I 6°�•-•-24"-� 6' �'- B. ALL COBBLE STONE AREAS SHALL HAVE 6'x6" CONCRETE HEADER AS AN EDGE A7 PLANTING. WTH MOOD PRESERVATIVE STAIN, =I 1 �-III-III-III-III III-III-) r�-•T DRIVE A MINRU,of 6'INTO AZX44CE/y7'At4AX%gCxVc r 2. MORTARED STONE SWALE 9. FtOCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 2$ MIN. AT ALL TIMES WITHIN THE R.O.W. -I I-I 11-III-I I L- 0 UNDMTW®ED SOIL AND POSITWN 4AD/67URWED IVAT/VE 90/L STAKED OUTSIDE ROOT BALL AEEArR ro PLAN I- �SEPTH SHOVEL CUT EDGE COMPACTED ARBOR GUAPD IN T1W AREAS AND 4 NATIVE SOIL TOP of RDOTEALL TO EXTEIP 2' _ I I ' ::. ABOVE FINISH GRADE. - I I- TKiHti_Y CAMPACM0,3'MEN 1 TO Pow COBBLESTONE 4" CONCRETE BED CONCRETE CURB WATERING BASIN POR RESIDENTIAL AND BENEATH COBBLE W//3 BAR 0101101N0 COVER NVALLAMN&LOCATE OUTSIDE OF PLANT Mt.BERMS IN TIM _ AREAS To BE REMOVED PRKJR TO CITY O 2' MIN. / 4' MAX. ROD. ACCEPTANCE. CURB q GUTTER SEE DETAIL FOR /MOTES rn 6' POC MOW CURB END CONDITION ,.�[ PER CITY STD. 534 NOTES: - iINTO ,8 DACE A AdC�AE P'� L�SCAPE a a 6' PCI MOW CURB ARCN/7PCr TO APPROVE BGY/LLWR8 AND BPOr LGGAr/00 MWOR ro Ad rALLAT/4:AC --�- � PER CITY STD 534 I. PRIOR TO F'U�HA,SE/PLA,CEMENT OF THE MULCH, THE CONTRACTOR SHALL PUNTER SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 1. //7'f:m Y-foAM EXPANSlov✓mr A EDGE GP PAY/Ms AwmAG SaAL7ERta AREA COBBLESTONE EE 2. MULCH ARCLAND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ROOT Bai L NATIVE BACO-LL WITN ND 3 AD✓A:ENr COVCRErE PAYha PaJ o AmaAD ave ILDER SEE CCIK97CT/av PLAN a 4 4 SIDEWALK HARDSCAPE m INTO EDGES L GROUNDROOCB GREATER THAN 3-DIA. 4 COVER AREAS. a 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN GOMPACTIC7N. - - 4. SOS CO"PAC7FO SUB-GR4DE. JOIN AT RIGHT ANGLES TYP.) 4 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT - NATIVE SOIL LMISnPMC) TO REMAIN THERE. I 3- MIN. / 4' MAX. RAD. EXISTING CURB 1titcE RooT SAIL CITY STANDARD 509 NTS r CITY STANDARD 502 NTS CITY STANDARD 542-A END CONDITION CITY STANDARD 542 NTS 6 MULCH/NSTALLA T/ON 7 DOUBLE STAKED TREE 5 GAL. - 24"BOX 8 SOULDER PLACEMENT 9 RIVER WASHED GRAN/TE COBBLE STONE R I. 6'NOMINAL(SSE' ACTUAL)MASONRY. U/ALL NOTE.• (11 2. HORIZONTAL JOINT IEPF - SSE NOTE'12 3. 04 CONTINUOUS AT 6' PROTO U DErA/L 10 /$ S/-/GYLN FOR I@EFERE/VGE ONL r and To BE (12) 4. CCNRE CTE SETTING PAD.NO VOIDS OR HONEYCOM HG OF CON-.AT JUNCTION /INSTALLED PER SEPARAre covsrrwcr/oN wALL AND FENc1/�s PLANS. OF POST TENBICN ROD 4 REI+F.BARB (I®) LOCA1. AC K 4Zi4ALE row SELECTED FI IlA A ALLOWED,PROVIDE CONSOLIDATION OF PER1/'IET CIPYL C,.Y _NIILC5 PLANS LOCAL ROC&'4XL4,EPY, SERE t OX MR I fl7 MATCH (13) GONG.VIA VIBRATION,ROODING OR PIER 17NE C/Y/L EM"w/AE'ERS PLANS O PL�R/hIETER/uat.L PiLAs>FR (ALE ro Be OTHER APPROPRIATE MEANS. APPR I,-EO BYC/rr/NSmgC;%7IR (W) S. DASHED LINE INDICATES LINE TI DIP FOOTING (B) L ErA14 A40. BLG+arcAt? SEE PRELIMINARY - NOT FOR CONSTRUCTION OR LIPS OF CONT.r1iENCdd FOOTING. DErA/L AA7 /7Hl3 SA,L�ET, 4'0 ATRK97 DR49V TO BEAM O iXSJCAB J9�CC/$/OV CCI� GLGYX- COLOR f2) II 6. DEPTH of CCNTINU"rR194GW ROOTING (U 7.AA✓4CENT COU •fE GLGY71C �PR TS MCIVEL NO. TB ? BY AAW4415 BLOCK OF 47=4L t. - a' 3' MORTAR COVER AROUND COUPLER (2) AN9M=0 FM//SAL CBN7$'R PLASTER OV O r4W1X4CT0R rO AO1ALL MASLF/Rr GY/P3 ® AND/OR POST TENSIONED AT FIRST COURSE. ... ttkiLG - GeiGYT F/RBT QELL 9GK/D!!#&�'A -3 PER F/AAGFWC7 h1wRto AWC Ar/GOB. L 9. VERTICAL REINPOR-NG AT TRENCH AND DO'!EL DIP FOOTING FOR WALLS OVER ;E ®� (2) HIGH USE 04 X AT THE CENTER AS kk�TT C37 t /-NR S POW. 149V4R P143AWRY/00M I1 -O ® 04 MVr.BAR 0_V 1 Or- 3 �iI (41 00rrd9 erad EXIEND A MN O O 8tRA1GFlr 'J'OR'L' CIC REQWRED OF A•GYJr#0 E 3 O CW0./rPXL ALL CELLS BClL/D (I EACH DIP FOOTING AT DIP DESIGN. )b�4O('S 4 ,Pj PREWAR SPACING IN TRENCH FOOTING FOR 1 WALLS 6'-V t0 W-0' SMALL MATCH ® A /ixSxAb PJ�C/S/GN C )V 4N 4 - IV AqCR/Z BAR COW. #V SPA ANG OF DIP POWNGS.ABOVE V-®• ccr.uav etar+r _ 6RGY?CALL4`fV 9Q/D ,5 © , ,L , ,,, DESCRIPTION o f R E�/ I S I O N DATE APPROVED d (8) AND 04EM DIP FOOTING SPACING NOT j, AVAILABLE,SPACE vERTa AT 24. O.C.MAX. B.-24Ls'Aq. PxABrU m CAP eaRAY.t I? "'� 7 CC:IYG. B/DEWALK 10. A CONTRACTOR OPTION IS t0 STAB THE 04 AVALEAALE AWM 40 CCINIC /'AT'Jmor h VERTICAL REEARD�L INTO THE DIP,ICE z /I 0 CITY of RANCHO CUCAMONGA ( ElXlAL.149-I•®IC r71�TDLCL AAPC-316t/ GOVL^i�7P f+N'77AG OR CONTINUOUST TRENCH FOOTING BLOCK EXTEND $ F--1 7 1 2AM P..a/. 6 1B DAYS IT t 9' INTO THE flRBr COUR3'iE OR BI.OGTC \:/ I. W MIN.EMBED FOR PTROO. (T, `. =Vr#Ar"C,x 7E AS17TAU PER 4 Tlact 18096 I2, Sx4X16 PRECISION BLOCK ' 497MA_=4IE4L EAGNME6TBS r ME 4 t . .Q 4 8 9 7 _ 44 A./pR/Z BAR G'OVr.AS (4) -AP 'TAN'-aLL�EBY #V�� AWrAfS y < a O B N(Fm LANDSCAPE MAINTENANCE •, -U�,� (s) ANGELUS BLOCK OR EQ ra) APPL/CADLEJ '(43) 13, 6XSX16 PRECISION COPLC. 7A64r/iE`LCCALR/PEW&II AW5' ro6' ^T $-�-- e ® 4'D/A,W, IICRwIWD"#4?1,n:E,alrk x.0/cFr EAST AVE. and VIA VENETO DRIVE Li•�---�(10) FROM1111Ld� Km,C COLOR - .a -- Coma LEKtwkw GF'-w`C., DGRAIrLPEREACHL#&,4vF=r -1 , . g a-DRA#VLAV CCIVM4Cr0R ro UNAt-U#MORAnv vpNDSCgpF D/STR/CTNO. 9 14. 1 SCRATCH COAT AND I COLOR COAT , . '" r :. - r6) B.F9V/SAED GTR4DE. 3' �� F.4BR/G CGWT1FACrOR TO MAA•;EE A c!/1189 GY/r OR tV0 G K J 9,p SYNTHETIC STUCCO FIN.BY MER.EX COLOR -- +.. B SM CO"1PACMV St�R4DE. CLR / COQ DR/LL AS AECEBA4R)e \ (1 9' PER CITY APPROVAL - STUCCO ALONG ° q ! (9) /'-�' �`� o y CONSTRUCTION DETAILS STREET FRONTAGE ONLY. •. " _,_;; ... :., b. /7'.044 AWLL ASV/AL.AVAALAN II Af'EJ(P.4NBEGTV Jl7AVT �. i AS4U"/A0J.A'S G A1P6V ART/S0W /, 3sa4846MODEL •6La-A �GREGY44Ld w •` 7 � APPROVED BYI DATER Underground Service Alert 24' I? APP)�7VEDI6647E � BUPEReLaxADEBY a N NC7rE: MAR-ALEPeW4rbWMT6k.PMks 7;1('d1A0-49B-/411V No. LA 3880 CITY ENGINEER .� .,.._ RCE: 31� 2- CALL , eQ FOUR ccimc AGA/NSr FRO i LAVD/SrURBEO So/L cw ¢� Exp. 3/31/14 DESIGN Prepared Under The Supervision Of : REC11 DED TOLL FREE PROPERL r cGf"1PAcrED F/LL PER 5n .C7Z1RAL 13> ' -$00 So/LS RL514 Rr � OF GPa � DRAWN C�oCITRUSTW COMMUNITIES STREET IES GL )ORA, CA 91740 SHEET 227-2600 PERIMETER WALL ELEVATION & DETAIL FOR REFERNECE ONLY J 9.14-1943 L10 OF 12 TWO WORKING DAYS BEFORE YOU DIG " ��- CHECKED ; r ',� �`',RLA No 3880 DRAWING N❑, 10 ETIWANDA SPEC/F/C PL4N/EASTA l/E THEME WALL & P/CASTER /1 SECT/ON B EA t/E. RAISED PLANTER COBBLE WALL DAT FILE No 3-31-14 2307-L PROJECT SHEET NO. ___-OF___- am OF UIN CHO 0114AMOHSA 5PRM0kR iltRl6AnaN SPEVFICATIONS D. Operation and hkNtwarto Mawb, D. BracedPipe ad FNt O• 51eevYg, PART I-dIENI L I. Prepare and deilv,'to the 6%a Ranchoa a"fa wthm ten carts«date prior to E Lhe Geermed: 5.01 M IWMAWE I.01 DE5LRIPriON eanplebn aaetr ouabn,bmo harMcaver,three ring we"wita�Yg No foNawMg L were ndkated an the irawrgR,des red brass wipm,d pipe�a^rve9 to Federal als"ft,t ing e, i alwv wider Nrobe ed er paved etas for mains,Peace!Imed w control wring soli be Marndtloro MV-PSI. School r 40 P.VL.Or approved ems. I. NI Il dell have a 4Naa e a six(b)how horn each sow oW WOW(12)Maims a�'dr^ peraa of sevw,ro to If*entrs t'rlgdw elide Moll be mmaw Nil atamGc for drys prior A Saps a sari: Provide ail lobes,ftlawle,transportation,and services nsca"to Morn ad Retod from lines a other trades,Him the exception of the control mere sW&Ws)whlch dhoti be Inetard �pmar5. the rrigdm System as ahorw on the Drawings and dwcrted hereto. a. labx sheet rAxch state Gantrdctar's Hans,address,ad rose P. vaned Rwbtait eantroler tMckewo: ad to Ihe. Pordlel Ines ehaH not be hddlbd aired ova are a»ther, toepard 2. Fttwgs Mall be red brass""Pan"to Federal 9peeNkagon WW-P-4w. 1� pf°�"'e mPPy eJ B. ""ass, All work and nrakerlar xtyr ncnmeep with governing codes,witty,For R k HcH e,and het&tad,m Idea oqu�rcent ad materiel tank ncMrr g Moro,ad aiMessds a B. fie rtty d Rarcfd ucanw,y,reserve.ace rkje to wave«shorten fro Operation p«ra. retyktiOns, regwreWmeey Spa maulachroe road representatives. E i. C,anbolbr sncbxro anon be a site and type ddmrm on and nrkjallon O'"r'9s oil nrkptrn F. Aotaaatla contrdbr Assonbgg aid most the mIntmm m the 3tandWd Rkalans For R,bdc Works Lo wkwum Order'sow latest adIf b. C41"Ord Paris feset&an every material ad oeppm,t hem detailed w:dw nss COPPr Ph'a ad ftl Dolan kslatl ace per maRfackrarb tmtnwtkaw. Remato control vanes shall be aamsctmd to"wolrr in 5•01R aXA*IP COMItract L rmmrical secrwee w eowr an the Dwegr. c shall be made a soon IDZ apuuln AYaURAtY.E E ISEei)d�it3iT5 e. Soo acted statement. Pipe, 11tps K he'd tempwed Z. A backbaerd shill be seared to the controller arewure hah"Inh9 to provide f boos tar mamtrg I0a°'W portion a work prow. ReNos ad extent des$hell be removed Fran the ono, A PermtdR and pose: The Contractor stall obton ad pay tar Wy and all psrmb ad all observations w d, Lenpemw stardtg ad maw,ka,e Rebuctens on al major eappmwt. the automat,sprinol r wntroter wd termo d". 6. �'Vawr hRMkg far Adamak ca ff rolier: ail woks and pang anon be bbwhd a washed dew,and any damage sustained an the work a others shah be roofZ. FTWngs, troweld capper,solder IM Alps. 5. A III wN lee box eMN bs with an OJOM wikh,ad a in vot Maid I. 120 wall camectwto Nn OWMdc controller Sha be the Contractor. rePaked to its 0-"common S. Masfaot raw Directors, Ma havfww'a drediae ad detailed Mwngs stall be hotbHad h ail cash due Provided 'eLsPtOL1e. power provded by thereto mawldeWrers of articles deed in Into Contract frnwh dinschare W"pow not shown h 2, III addtlon to phi m'♦bdVe rentlared martanaKs mandb,provide the cnyi Wndtenanw caldWt ehal ran from Ism 11T vat soppy to fhs w*oler haueng. AI pamw"ft the 504 FINK.Silt:0015MATION PRIOR TO A",I PrA4M Wessel Wth hebuckbna roes ma and stow avid,,,n refit to the a MhaRet 2. NI o fiction work shall tateamn to teal codes,ardFkncas,and us,W aMdrtw Mveg the Drawirge and�sratcdwrw. Ruda Cucamonga d the aonahmwr a�l}a�prot feat Nk+L thw e,vlce tw w�e,r rammed. s .bYta andl be eolasree wN,auwr sole,,4s16 anver,Is%copper,w%zr,,24A aoanNm, eiwu be Prapary phased. tlrwabttbn. a me calA�actor shall son n a Par Nr d Pulaw C. Ordinances,and Reguktbns: As local,mnkpai old slate law,ad rotas and reglatme govamtg« E to be Funbned: F. adirLa at 112hF,ad Ilghteba a INEi 4. A terminal strip shall be provided dray trdkd#ig the proper posts a wmecllon m all R Remote Control VaNesr AN mat+ acepfabe Ixt arch d tale a tali rokttng to ay pardon a this wet ace hereby ncarpordted hto ad mods a part of Nate SpacRkaaons, t SateVdtvw: gTraprrte wirug W&JOn WNW,nester valve,eamron,central ca"). O d their provrcre sd11 be cared at by the Cadrata. Ar Rif"aontol ned h Ness 5pecNkakwo,Mail ma's deanad� tte a Rancro Mail be reworimd to the darpete satisfaction m the city d Ranalw cwanaga, I. Guppy as t part a uw contract vim IOIbwMg tools: I. &ail vaNss 0 I!2'ad wmaler) I. natal mtwe dww m ne Dra't'9. were gaped together,den d lead twills(W Mrgw rot be co etrmd to canfki wkh ay d the above rube, regrrtbns,Or reetAwnerto a the awed. 0. Mdctollansom nrlgdrn rpm t: betwoen adjacent valve boxes. Metal eah remote control w1W In a separate vans box. B. The Contractor shall slaw eveleae to ye r However,when these SpaRkauae all DromMge call for or desorbb materials,werhmddp,a GNy a Rancho that qhe has recalWd ail comtrudbn of a better staid",« sits than r restored the oboes mi t and a. Two(2)set&m apeabt fade ra"for Waft d�arblig and adjusting eats a. Ball valves aMli be a 125 b SHIP brow valve Min dreaded oils ad shall be equipped 1. Ftmhtg m Sptem: aueasores,cNcrh,record and 4f"*1ef W'9er s,p d Hitler and valve ed an fhb 1. Ater ail new them and rras are M tra's'�• as reapred batare tMkd acne obawvatm ear owe,. raylatlae,vim provisions a throe Speutkabns ad Drwveye atai take precsdeae- Two spin lops ,pa. b. Ball vdWs Nb ab b 505-1046 a approved sepal. 2. NI mweeelknoaus tNgallon rsq ipnm t amN spedrrd approved egad. n°L°°•O'y b. Two IZ)ww-tad valve roes den a vans,. sprHder ape place ad connected,all dNwawn 5.10 517E 069BevAnal 5CA8aAE D. Explanation of Dro", c. Two(2)keys for each a tomdk controller. work has been canalised,and prow to retaliation OF aprnkla heads,the control VON"shall be d. Oe 0)4"coveter key one mak"hie bevel far every FW r5)a tracaorh Nhwdef c. AI Ball VdWs shall bs Retallied par detau, opened ad full head of water used to finch out the sysem. A The rtontrada aFgll bin rsepaebe for MOW"vim 04 d stands,Guraewga h admawe Far the 1. Due to the Sear of the Drawings,it Is not possbb to Indicate all offeets,Pang,Removes,etc, of soh bye of W41c axplhg valve Installed PART 5-DEMON 2. heaas steal be Rewired afar t4eh a the has tolbwg Obsavakm m100fInx7,accra'S to the red Madded, Z. RWIW* fate VON,(2'ad kin heaWadbn a Ne a RaaM 1. Pre-Job coeerara-1 which mat lea required. Tie contractor shall ta-ady hveetgato the eh:uchml ad lhbhed stodge 9dr) achy n9 eyd,n been awmplWed to vie condrcme dReabng all a Ms work and plan he oak aaoird ,Nrnk od such f0gt,ste,as 2. The above Monidmd dauprent sou be Arced ova to vie evil a ne 44WASW d Ne project. 501 005MATION of SPIT COtDMOFS conpleb sty Cuusronge. dap lea to meet such donations. Dr ace is ad hdwttve of Sloe PM1 Obeavaban cm ocra*,ovlderce that the cNy has roaanad material"set be sown to a. Relent Wedge Soto WIN"shall be epoxy coded and equppad with a 2'operating nut. J, fprMker hem, 2. fmr~e emppy Ind Rewtatm-24 haws the morrikdi0y ''1�•ed � '�°by diagrammatic A. All soled dneretae are, hhrte. The Caba;or that desk ad OI dace amemerr and bebden the be Reyued. The work Maims Mmtalisd n wh a manor as to eved conflicts the GAR or Rancho Cucamonga. b. Rdeltsnt Hodge Sake veNw shall be ire.405 RT-W as wplohed by Walls a epproved reuNe approval from the 6%d Rambo Caaaw,ta prior to proceeding�Hark wd«vise 5edm. 1. Mstdl the eprhkla heads as deskyiated m the Drwrge. 5prnklw heode to be Yrtdrd M ads 3. L01 Wd Ito and derMkla ietalkil-24 hmn 10^spill Pot adstw weal features. I04 PRODUCT OELIVIRY,STORARIE AND HANDLNNS �. work shall be o"al"In ail respects W those stalled. 4. Automatic otroller POWWM-24 hove 2. All work called far an the D,amngs b)notes Or details such be brindled arm Hill Mother Or o. An Rasluert Hodge Sae Whims stall lea Installed per down. 5. 6ardee extreme cars in awavol g ad waktkR near edsthg Mas. The Cantrador shill be 2. a hear shall not exceed the mmdwm hacded an vim n ma case shall the S. LaArol ore Inetaiblkw-24 Moe not menaced h the A Harding m fNC ape and Plkrhge, The Contractor r tatted to exercw ore n rotponsbe far damps to udlkfm whrJn ace tamed by his operatbro«+deject. LWeck exwing mtlNtw °'Pacl^5 Drags, sifectkaly epecMkatme. hahncle *Zh all 6. click covplhg Yoh", Iar existing uu bcdbns. eP'dan9 exceed the mmmum mconmrded Ue maMask . 6. Po"" the and Wt&rd line 46 Moro wsaaag.and etorrg PVC Pea oil farkp NI PVL ape Moll be baeportea h a vehkb Mhm dew Maa'p � � � spPlpy tedhg- 5. The Cmbator shall rot wdlNly nsall the rrkjdm elite as storm an vie Drawings Mai it Is vie Won of ppo to Ile Pint so as,rot to i sated t to order herding or a eonaenbded external load at ay 1. O&k OWW9 vdvde than Mho a dews,two•pleae reedy designed win w"prowess OF 150 504 TB4PORARY RBpNf5 T. Coverage fast-4A dews abmove in the hold Met aRebudbns,gale dlifermets,or dwaepmcbR in Wos dimensions exist Pow• AN MgW a pipe Ned dented a has been de damaged will be drea'ded and n Installed,"I lea Cuerandt&InekdJohon a sprekrr materials Inncrdtg pipe,so there shall be no ntnrerone with twed w other consM,im« n trade,sobs,ad covers. The roserves the to mace as to the rile M A Final owervdm-7 dal the meths not have been f the 649 f among C g. Such In Nes e e a is wit aw m is t replaced n new plpn9• dlNkuNt Vd gr "Mat g dondltm. ram a nr rid by the C,ty Mo"the cat ar«M B. we,oyservatbm rcNa bode aawdee obw Ow Nw or Rancho ,row svamra n 2. Oxide coupling valve doll be opordsle with a opck caper key Key size and bps ddN be as y graded satlsly wteea Nat he may osrey proceed Nacre starng Maw we t,Tm a vim gwatos as heron reepanFA will a when O d by Am Noe Observations want am braxjt to the ottondan a the Lty m RamM Owwmmga. M the suet vim neNrkam r not 105 sU%TlTUn0N5 D. ins Conbaf«shell ccreM check ail to performed,the rtontrator son aeune MI respoabluty ra ay revision roceedwy. A N ne Contractor wiles to ehspktnts wry equipment or mandw for the aepprmnt«maneb IYtod m eidrw m���1�. oak m the Irrgakm aystdm. 3.05 EIwnNS TT� ��� 105 SWITTAL9 vie Draaxjs and Specifications,he meal do as,by prdn"fro todowing Momwtm to Use Get of H. DOWWA Fmv,ntW LM46: IRM PREPARATION were It ls ewe"to sxcavae ddjaeM to dd"resat,the detractor sou wa all poesbr care to ovoid Mfwy e. �� 1on His"mmeroe HIUW'Aw-8um'retard A),", The edarada shill rot all For A material qeL Radna 0xwtrmgo For approval, A to bees and tree rode. Exccvdbn n crew Where boo(2l nth and root,occur than be done b)hand. Ni Km*'As-Wit'risao,ol drawings,wWnaht earpWhg prmvewy rotad corrections,«wkMW 1. Bfekflow prevention 04"I be a sae ode btpe kl eded an ace hV,,Rdn dro". Retail �a ' root&two(2)Inches all Igrg,M diameter,except drecty n the path oP pips a emotes,sell be turord who,and PfeP�S Ss ayetem to ROW vet. I. The Contractor Md1 iurmM Ne articles,equ¢mwt,materials,a prose tms"fled by Ham n I. Provide a statement�saem fcr making throe sibsWicn.the a seperats one!of baddbw oroventm wet&n accordance Mtn He Drawings. 1. Prior to In"ho an,the Contractor Mall sloe sake ace all pronmerd,aq pal IMe,routing and "I be hxMy wrapped Mkh bl"to prermt awrtg er sm as"p,dyng. wee a dtsMri machine r nm ciao VWFVAndS the to tram ea^^9 root W40W than tHa C-0 Inches h d owler,the wall a ft treah adjacent to Nis tree snail be had PART I MERAL Drag and Rkapme. No ehtetrcWm Mu be mowed widaut All Wq a tpl be heads. bnme4 mham9 dent aft thin Rost&one(U Inch and h Deaarption toga prior written approval paper 1«each item la won 2, dtranws d baklbw by vie Lrot m Rancho Cucamonga. wle Pre've^han wet&shall Mow a bnrTzed Rcrewed boy wth SO nnwlh model ou�n. erg, dieter saint b►pantod rmnh two tact&a IAI 2. wAsethted.amuptbe cola"llwrakre,perPamamde aMrts and rotes dote roar each Hem W bR xrem ad*41 be shdb to So1ep ROOK a approved ogwl. 2 All IaRat shall be"roved by the cNt a Ramcb Owanago pNa w Mwllatbn. Trot Sea,«ea{ , Trenches adjacent w bras sMur be aimed MNem tweras-Four(24)Mus:all Moe Nlb w not Z. Aerates material list andi be amgankted prior to perPormrg oy oak. Mandl list snail rwrde & water posdbs.Not eWo a the trench adjacent to the tree shall be kept shared with wrlap«earvw. F«concrete M,maum row to and 5taidad gp.c5ramns far ftk Place CarWetm(freak Boot, Eaten the,mwRwcbrer,model narUw,and dedcr a all materials ed to be wed 5. Provide vim arood oP cost R the ait"Ifed town b 3. All prseeure MO IMe P�"3 between the pow d comeatbn and the bwUlow s»N be may° pa the GPot a Racal Gucopakgcd. Rota to Sections 4, ,lam,oil 400,w wsi w other essence rekt&d to the MWdkma,, and Mdalidaon aF concrete mart,eatwbw,Idea,old e +4' s0`tr'g° +pP'01'Od• 1. the rr shall won corencted to wow 50p FIELD lkwLln LONMmL ay AtMwRh m format: and oNer information may be d.Mwaht,tlhs tollowhg w a gwde to proper B. The c a Rancho Retalbd as rw{ured by khdd code. The Conbador ddtl vwty via,the bcai govandrg body as to gaN°n slfsm' soppy Pawls)d connection as hakded on the aperAkabm Fa kircWorks Constriction,is orviWble from: lool The Standard ambmtkdt Tama: bJ l 040 to shall have Nt win respomMlty h aceprg a rofedrg ay audntwl naterW and Rdtdlotion D^�t5e• A. AdJusbmrd a the Syekem tam w m approved dead to the sggxmnt and mderiar list an the Drasins ad SpxMbatbw. fraedwee prier to stet a caebudrn. Submit ddp M°'+h9 ra BI Shcdg Name item No. Descr" Manufacturer Model Ire. 106 SUARANTL`g opproral. 2. Corrections*011 be made d vie approwheb Ioe<dbrts down an the Oraotgs. The Cahwta I. The cmAator shalt fknh and adyA all sprrkw heads Par aptRem perfarnake and to prevent awn Ovalord Averse w rmpmsbb roar Minor crapes camad by aced des WAMM, ovar"onto wdks,roe am ets,ad bWdhge as mrh as poeeble. Las Angeles,CA 40054 I. Gherk vahro*, C. Ercb,d 2. If t a determined tlhe ad M the,rr will ad mom (3b)2D2-TITS 1 Bakrbw PPVVvt r Fobw 075-Y-A A. The Fa the Pal' a It Is ds eevwap•the a s atoll make audh ad�preWhe prior Hg. AdJwAmnb &a" gucrates rrgam eyetam aMN be made n aceardarro wth the atached jam. The m5,wd Poo t,kda n male stood 00 of arc as IDZ eanplele d'am)o spocJW4 nobelm;but not 2 Autamatk Gadtrolbr caisense ETI-24-DR cnhatbm wd Cadtiae a those Rkdbne Mail bon fed wM one taro W I. shag dock walled Z'ache smdrr shall be 2�paved W09.broad,caetrhmctm will, � pa,t(a1 a may dhmgm deLX°01 mgrred. RmM ad nisei all carreto oak as rdkaed on the a w SrRP °^lOrS `'4'0G r 1 R I. Ee ecti wmwual tw and all adomatk eanboliers shaq bs made a ebcbka Lawarhrg WAMOlded wnhn ten 00)mp ahw tg: 3 Matter Valve 5uderer 3100 Rcv aceptarce a vie rrgafim eyRwm. replaceable carpostbn,reoprere,«rubber•also,and Mall meat a exceed Foderd 4 Ek. ft. ac. Hk4•V-3ro.rive A, IV. a akeent aanwtm w kxNeded m the DraoTgs. s. r� � de Wpwnrh ad ad al roMa steel,bolts,as aaMrs. B. A copy m dhe Expa'anlee farm dxtl be tnctded n de operatbro and maInt,hace medal. , 2. carrwtbro shall be roads at the approximate WA&Mi)show an the Drag The Cwtracwr notRkam the � irrigation ttbmktai Mad be apacdk and complete. All Rare met b)Iwtad ad aFduW Ydkde w res pambr for mtdr changed w b)acpke ate o dtem. �� 4. Al spnkrr heads sad be set perparlata to lnwh ei gadm w+lew daarwbe deelghated an the B. Install all tans ones brae"Miirh are to be cast wo omcreto. wN,t,primer,ors,aamwtas,valve,bore*,eta. Nov 6"a maaPacbrw's iwraiwe c. Tie 90vi tee farm shall be reHapad alto the Catreectorw rtterhoad and shall"road,the Pot" 2. Ntt-drab vales shall be a h"dty VirginPVL wmbwtm Mom FJP.dread Inset and 50 dge 5 INSTALLATION Drudge. roqurad leg (sal curl as roq*dd a stxnntal Information. W*vd4m outlet. Ieermai pats sail be stddom steel ad moprem. Anti-Ann Wive skill bo feW 5. Rah 5W Bb-LP4%Wives will be se per nowfacdras"Mcalm so that each wants c. C«kreto mow sbpe,Wings for were,teatg peer,berchm,etc,mince epplool 3. Eoypm,t or maternals Retried a benched mwnwt prior approval of the Crt of Rancho 6UARANITE FOR IRWSAnON SYSTEM adpoodNa against d'a+ovt Fran 5 to 40 feet of head. Ndi-doh WN6 thdl be Rnukr to the A Trwdtxg operated at do"prmnre. IDS Protector Cucamonga mat be reacted and the catract«mat be required to remove fait materials from Vdcon•AVV`W o pPr•o'ved a". 1. D1g trended atradjt and s IOPON't pipe cars"an bottom Of bench. Lay pea to an evm B. lasing a nAgabn 5yetem: Ail 1Mwhod concrete oak shall be barraoded to pedadrlm bask for throe(W Barkdas"I be prod the she a his aces aperee. He hwebt gmaatos that the"Won ayslam we have Nrnwhed and Reted ls free ban dil n materials ad a Control W4, grade. Trading excavation shall Foww blpu hlicded an the Pro"and as rowel, Medal dtw aa,neW y 1Rsswg. LOMrator Mal fwnwld pew and renews ail a arm barricaded. canbactar wakmaehp,ad the oak has loam competed h accordance mNh tM MO"aW 9pmcRwtkm,"Wy wmW I. w roved otherww,carracaae between the otamtk eahtrdlero oil ohs ebdrk eartrol I. The contractor"I the a ft of Rartn n wit d rest 46 Ad be responsible Fw to row earebuekbn ad 4. Approval m ay Rem,clarcif w slbsttute hdbdes any Ott the pradud Or products ad tea,ubwdl date,a Except 2, pirwk a For a**a"a o r(24)roes awn far all OFFa'°nty moot the Mo- me"a she Ora ings and Spocnkdme m ft bob a the which develop Ho age w repot p ropk,e any t ore ai mderkd A ang damage vai shall be mob wth direct lariat copper ore NcRl boo volt. Control wrong Mmw14d or hw { rr�10n�Ord undo Mus n ad✓ahce a twtwg � t � ,appst,ayd�W � nsPlepe�t or roper a n,e oak sMN ins ems Hey hs drug Per+ yea'From date a awpomdo oil are to 4. A t replace W^1 d01A09e Pa+In'9 deL0PIn5' 104 Mlonnakian«earypw xdratod. rowKIng ban the reparrg or reprcng a ouch OefeW d ro additional die to ne GpR. His Mail mace ouch h control ore cmdmrc wMn slnwtwe Mal be mall with Aw5'-TN som capper wed. Pia 2. Test a1�1 mews ohm wow wRaoswac pmmure a Fg0 padde Per sgere bah ad prove L�"p ropoirs w reprc,ronte wthh a reasonable the,as dstormned the a dtw r a when mace. n the wrw Mail lea a dRferdd war ore For each atamatk controller, Camwh wirw shall be white 3. MWWe For a Moon a whady-Par(24)hdeo w w Far all"ar %"low d or"(5) Lam wrpbdm Of ail caarate work and bet"}tail 5. MM0061111'Wo w«ratims Mott not rdlcm the Ca,ator a his Inlet Maw the wchn a h diameter. aft emaks,the In a dam ached 40dva ail wails, did to mt gxratee. ,vat sour/evince to mote such rompers a replW,anente wWm a rewwrble the titer recept d wrWen nodes wth a dMorent color stripe tar each atardk controller. rmtdl h aeconrarto moth valve larger Note: 7 d men Now snail occur to retdlatbn a tle treble eorwol ,��•�,�'�m���vie des dhoti be inn in a clean,neak cordrcbn aaasPkbb to the Such wwratbe shall oy smpplem,t ft qx remse. trap fie Cby we aMwae ft 04 to proceed to have said repairR w replacement&made d ow expense ad we M mRf"Uf ri alp INCItlae OW wire dwL In ma Cass Moll wire oft be ism than$al. 4. frovide far a Interim a eighteen(W Plates cower Far all pressers dd pal Iry of Mbm and ace WNW. t*a'�''e P� 0 RECORD DRAwlhdR5: MIN pay the cast&and charged thersfws*Mi demand. sail as hell(2 V27 hchw an smaller. 5. Nf piping Order paved sew Mail be jested wrier*cfetpbc"a"a 150 pownde per 2. Miwg arou occdh to sae Me.ench ad thou be Retailed a"the sane rate w presswe soppy 5. Provide for a mwetn ofAmeNe 02)hods for all lkw. InchInchand proven wdertge;pr'W'to is" I. The Contractor thou provda and leap alp-Wdote a cwrptsto raved set a bluelHe ozdd prrb TRPCr sk51I I.Ata3aLGME MAINTENANCE OISTWLT N0.I w lateral Item wherever"Me. 5. rhkh"it be eorrwtad dw y dal"every change,from vim drigral Dramohge ad S56 or tELLMNs AVENUE and OTH STREET,Raa 'a""" ho 6. Wes&for a minswv a or eighteen(to)nchee far all control wrong 4. 5wtdh pressure In Ines far Mod We ohm ssix(6)howl. N lease develop,replace ke j and roped Span d vie katlo s a mad Installed locations,sizes,and listed a equpmwt. Rif far this gA n cto 5. were more than one N woo w placed n a treah,the ts"sou be taped together,at ntervab test Ma detire aysem is proven watdrtkipt. pwpme mote site Obtained front the coy a R«a a CA,anongo d cost. This set of Mwmgs email oft dtaam(IS)fmL T. Raw to A Standard I20'Trench Repar'when m tf coy*sets RwadIa"to raft Wads. 5. NI leer dhoti be merle al in the preened a the Several canlrawr ad ace A d be kept an the arcs ad Moll be wed ady as a record ad 4. An ora lion Owl shall be promided Mtlm three is)tea a each wire canealm. raponsm art B. &rkRllhg: h w Cucomnga. he Pea shall be backlNbd until t has been obeyed,tested,and WPro+od 2. The C«Mddor shalcoo make and and rgMs Wtatlad t vie raw,draexample, Rkwid a AeeOF duly ADDI sou w of suRkta t length a each spike caroctm d each awbrc aofroi valve,m th t M case I. ccaeNbl bock!iwieedl not ke becklow PRO NO O diwveleall amaterdwra�dd tests aris for ROWN . Rashes don be w the oak proeeade,in a the oak do snot match Pot he CaR, A& u pre,a m repair,the Valle bonnet mat be brought to the arras dent A dewmatmg ne cared wines. bon y sad,W other md� Ms hm ce a earth Or stands. e. Plnseh mcemay torte pwap ind all aler feet wppm,t. egwprmert w getolbd n t beacon Not dew not mats the elm.the Gmtractdr mat n3-.cte Not F'l�' DAZE DP ALc�fAt�E, �)� �P'H^d � CO*01 wres shelf be kid bisy M branch wWdet sire"a sbekhng Mrs,candktae. Backfdl doll be medmkdy compacted In hdsccped areas to a dal derel equal to adjacent T. wwh the"Vattern system r aalprwd,pedant a"wrap wet n Its""We of the eiNj d In Ow Ir nt has been mlmderi n a d graphic 110 ens eon di e maw,rem wori be syrborr as to the PART 2-PP=ZTS mdrM'kod sail h plmbg areas. BakNNi Mil wham to adjoowt grades wthovt swtcs, Rancho dye, fucamorga to dewmte+e n the wow coverage,for pmahg sew w compete and a the rrgztm rend. The rsbwtod proper erk and dmaeam wl then be baeterred W de S. All Odl be mare Atli Swkh4yk u0se Camector Usual"Packs,Ratblyd Weft,Naps Or Other awfoi wregrmtw. adgnai record Mmdng plan d the proper tom. Rplkm iln9 s,q-nb aaegdto. FwNM OR materials ad perform all oak raryrad to correct any Inadequacies OF 2.01 MATERIALS ore carom taro,w approved ft". Make ony and dyke with each wnwtar sooting pack 2. A foe 9mid,material ba dIII HUI W Re"placed on all Red. W foreign Matta Ranger Nwn coverage de to deviations Mom ft Oroorgs,or Mars ar ept,n has low*NIRAt tistalW as 3. 50aro the dote Of the Ind olawyaFion,the testate"I transfer ail Iammatle,Prom Ne A Seminal: Use sow matrrttr d b•Wrat aW moidl 012)inch in sled will be permitted n the ntfai btdddl. indicated an the Ora ens dew t r abvkwy had",wtrowt MpncA'y thw to thd attention 'rewind drain press to a too MilW er meta ngIO mawdt. M gwwb dhoti be made OmIR type aced an dram ige, stoo0kid haven,er epa,w,d 6. F t"tabus boU4w the wlomotk controller ad,ecA'c co bvi vows wit not be chatted a the a Rahad 1hw fast shall be ace Pm said Inc Or 9W& mat". NI work shoal be M PRO,ffL�(Mfw• wNMW bin I a ne a Rancho 3. F a trmxkdeo will be wth �J Gm+n°ngo. =4VWdd blare any gored raw b througlh Wog OVA"applied sepia ny al W pro approve C•N! Gucanphgo• badhg permitted ady approval a the Gty a Rvdho r""pannc^9a. waerP'eaf Rxm ink ad appled to tle myla by a toeFrwtol pen nneb,preeey for into an mykr B. PVe Prware Main Les Pea ad FtkMp, plated. mawel. Soh pen snail be samlar to theme mcrafack"d by Raprbgepk KwNel a Baer,or LOCATION: K Astomak C.on"Imr. 4. If seabm at"am and sdbeeapent adJimad mis In ape,WN",winder-heads,Own,p Fader Casbll. The didensfae Moll be made w to be testy reaktple even an the fall controller 1. Frown MOM we piping wr elm 2'ad larger Mott be PVL Loss$5, env dmebuc loll ace necweay,tM LobnetW shol make at r6q**d ad)wthemr wWwA cast 6. Lpm compWm of each phae of work be atro,eysfam snot be tested ad adjrssel to meet ate chat(sons Section C). The"Val m l r Yawrd dingo f plan shall be ecbmtted to the CAy of 519Irb,2. clam SS pee Mali be mods from an NEF approved Type 1,Bards 1,FVG wmeavd wont 1. Aeamac ambolerre)shall be of Rim ad Apo shorn an the Drsonp, to ft co� rsgl,'erro#s• Rancho 0ranonp Par approval prior to the canpetm Of she conbolrr atilt. W A57M reeM spacticdlan 121104. NI pope mot meet requh,naht&as set fats it,Fedora e. Trenching and Eackrlli Under Pawvg, 4. The contractor shot dnlansfan tram be(2) Has a roNnew o,seen as but location a atom aW coarolia(s)sou be gpproNd Lay the A a Ranch Gwawnp. PM�nt Pot w'9 apeolkdam P5-22-TO,r9Nr an appropriate Mansard uireredn SDfU(SoHant-wsW Pee/ 2. Final location I. Trashes mesa anda rem Mesa pavhg asphalticconccreb,a coWrrela wnl be Met corners,Ramada edged,road heor soctbro,sk,the bdabn of the W"rcede< 3. Uda»other""mod an the Drasin'9e,the 120 wok ebctnctl paww la each anlamak torWtralbr be hackfled Mom tad(a layer far(4)whes bores fine pipe and.ix (e)Hans shove uhe ape) o. Connector to$KAN wrier Ides. 5. Froeswe at*Inc FaIng row saes I-VY ad smaller sdll be eve Sow"40 with sohwd bade r to be?WnbW ObWS- The foot OW4rkd took *half be the r and ched Pored a IaRws w•6%emPadon,using he,xvi motom noctmkd Swnphg aevket Is. Camdctbn to existing deobiwl psma. Nolded Contractor. °tP°rea a TudNArWd sail�swill W Wft h facadposa�YmWunt�g alma N� shall flis existing be Wft thw h a. sale valve$. with the ad The contractor snail sac n and d. Routng a sprnkrr prwswe Ides(dmnsm mks.100`slag raag), 4. Sdeade 40 pipe shill be made from!SF approved Ttjw I,**do I PVc compound can" L. Eemctrc Control valves: pawir9 prior�e pa" work pknca,sap prmera teat ail phan9 dotes e. Sprinkler aantroi vdven. to A6114 twin epsalfwuon 0M. NI Pee most most roq*wwb as set forth M Federal I. All eecMc control vanes doll be Ne tam ells ad f.9. GLlrk a control ad acdbrm a all spice baxw. Specifkatim PS-2I-T0. type d omm en dhe Oraohp, 2. cref In4 p"wider listing ekellas to 6" t araii be dery ad replaced by IT 146 tot 2. All eectrb control waves shall have f mawl rbw ad)wm&t. the Conractar as a pat of the Ctontract cog. Permission to cA a brark sesswaks adrr ~*to IT SAda•m win Nara cameo dire S. PVC soMat kl!tugs"I be We"40,IW NSF approved conf«ming to A6TM tee shill be Pleased few We Gal a RoeMo Cwanmgle. 1b Meese dreg Wit be permitted I. Ones rooted date of t m of had by the aRy a Redd Cucwronp. 5. On a beans We aide a via seal PbW abeervatlon,the contactor skill delMb the corrated and Pr°aeMs 02460. 5. Provkb and inetali one corwol valve eau!a each slsaA'k canirol valve. ref"WOW complow maw to the Wi a t k" La rsgproefn� Dow" OP the,Mormam that "Wit moo tolismil be wit from theme 0. 5onent teens and primer far We solvent-wid ape ad range Mail lea of space a a Mwlwim M. control Valve Bowe: 5. Rsfw w sty Stetted IZO Tre,ln Repo'ohm mdNm Gp1 tbedt&ew,epkble to bdlk bade Control of Ow eepombl ty h'^wb9 regamd maR D. Aw,Ndbs, pnras, mot eds presorw let the marmfaturer. I. Use ion'x 101-0/4•rood box tar all gee vaned. Lesson Mdetrw e410-I213 Win gdm boll- i. Pad vac a qunMJw Ides w rvdadeo an the Drmekje r ddganmaw. mMgL IRee C. Cartroller CMns, T. Au PVL ape met boa the tolWmMg mWkngs, �«approved equal. 6mtersidn ebeve snail be INL wtlh mhrrimr ale a tree(6) (ad varbw awonblb h each a marry w W aatam wdih Nhs deter M Nd Drawtxp. 2. Refafl NO mil a,nwbNm n pladic Ines.PraAde each owe"with to des atet PRELIMINARY - NOT FOR CONSTRUCTION I. As-tWle draolnp Moll lea approved b)vie Gut a ftwho 0a ter nga Novae oadrolbr dvrt& f. t4aaacANWr name 2. Use 4-V2'x b'x 11'recFa19111w bad far OR oratrk control valved. Cason Industries a MIM Oe b. Nomtal pips Ole 12B wRn green Wit date west W epproved opal. S. Mewu a1 waenbNee apaaMbd Mron In aaeadmce with rwpmeNve deldb M obmnee of o1a4+il A'awr'Js Or"IfIcatkans Fortann9 to specific tam reacted to conpeto owls Perform such e. Soho"or close pro operovol of Gty of Rancho a"Memp. 2. Provide am wrMolbr chat for each controller esqusnde. 5. Use b'danetor x 0-3/4'dose rand pwda wave Mx row ail quick valves. Caean wok h aeadaae HIM bet standardaefke AlWan bin d. Miami"rating In PS.1. M"b es a 608-12 won gem flex-lock cover W oppraWd,qua. 3. The dent shall show the area cmbolled by the atamatb controller and shill be the median e. NSF Nested sasiolm Fomd itmd approval 4. PVC pipe ad 113"dhoti be t hwoue"adored of dirt,dint,ad mo el be"ReteNnatlon. aim which Its catroNer door wail clam. f, Dew of extrwm 4. Use 4-IdT x W'x d'redmgAa ostrc w m box for all etrol wh moi ded K"argad s Installation aril solvent welding methods Mall be w rewmw4bd let vie pipe aid d f 4. Tie chat is to be a redaetd Mang of the aced Mefdled system. !breves,In the ev,e ftW+asaoQad sew. Canean irdrstrw a 1414-125 Ath grow ban-dew cow,w approvM'upa. n[Mwtww. anbotler ssqueae is not lsyble rem the""is roGweE,i Mod be edagad to a to Not 0. AN tlttHkp Mall boa the nnautatww's rang or trademf k nMwks dwkgnatbn,aim,appllcdbb 5. Use 10'x I0-1/4'rowd box for all apkk moi g valve*Related wnhh awebvdwe kndkapea 5. On PVC to need camalons,ne catraptor"I work the mad cordeo %fro. Tam wee MII be readable dew redwd. IP9.echrdde ad tSF mall or approval. areas. taaan Irdwbw Na.410-12D wNh groan but-dares doves a approved eeynl. or approved"mil, f toe odd an all dreaded PVC to P/c,and on at threaded PVL to meal 5. The Mat shall be a block time Or blle e ozadd w ad a dMPerent jaws. Wy t w arch" we Is ail that Isrequred. owe N,wded Pvc cofactor,We DESCRIPTION o f REVISION DATE APPROVED N � requYed aim threaded PVC tdeplard hto mhkh ace pas nky be sonnets waked CITY o � RANCH ❑ C U C A M � N G A In ll the ado of coverage for each,tam. L. wC vim-Premwe Lateral LMe Pphg: 6. ran and the dwb Mau fee herneucd soared between Imo, m 1. 1. NI smeNcler heads"I as d vie dace tine,tyd,and dsitver the sae rose a precipitation meth LOoP� tag a mim, y PleG°6 retail emwe bhrmad kind the piping anal be PVC 5dreMo 40 with advert-mmW pMFa wMn the diameter(or rodw of t row, plasuc,each prow ring a MMdmm�min. hstoibcl h paatMng aom. praswro,ad oMecharge a thaw on the D*a"r9"ad/« apearw in Noe spwdd PVVWae. T. . These chart Mau be cwpbted and approvad poor to the rMl IOW abmnptm of vine InrMgatbn Z. Nan-pnmwd laded the pptg hddlad mot«peed asw Mail bon PC 9eheduls 40 With TIN& 18M "of wlverh woWodptm. 2. 5"heads Mau how,a screw adipebnept. 4. 5. Ere" 5 S. RwwMRS"IbePdbrc .dMaawda,.WN,nede�eMawanNeMwnp. LANDSCAPE MAINTENANCE sprinkler hoar d w some Ape dad be as,tam maeactwer. late Pl� 7e �m 4. Riser nipple far all aprmlhad&Mainbethecamsebea the rswa"inacesprnkier EAST AVE. and VIA VENETO DRIVE �p%DSCgpF DIMICTND. 9 SPECIFICATIONS Underground Service Alert APPROVED BY: DATE: CALL No, i_n ssso CITY ENGINEER ��`' - - RICE: TOLL FREE Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: REC E DED CRESTWOOD COMMUNITIES 1 -$ono � 0 CITRUS EDGE STREET 227-2000 � �' DRAWN --,51GLENDORA, CA91740 SHEET 826)914-1943 L11 DF 12 TWO WORKING DAYS BEFORE YOU DIG CHECKED 1 4- ��._. RLA No 3880 DRAWING NO, DATE A FILE No�� 2307-L PROJECT SHEET NO. ____OF____ I LAWIW SPBVIRICATar15 PIKE 1 -6B83iAL PART 3-SOIL PIMPARATION AM FINISH 6RADIN6 505 Coaenatim 30 JGOp°of work, A Da not have plants delivered to tin Job site until site conditions we ready for plating. if IS141 Serape of Work dirk"A keep plat roots moot and ploee In a sheltered loeatlan prateetad from to am,nand and other Contractor Mall provide all materials,labs ad squpmsnt Incidental to and necessary For eomplotFng all welt a; preparation Pravda all materials ad a ilAximt,ad perform an fork necessary Fa and halds"to the sal �'^aghg elements. Indicated on the drafkxp,as reasonably npted,or as delineated In the SpaRkatbns m follows. a and g m delineated in the�ecific oil plmtUg and Ian aroas a aMfn on plan,as room"Y�Ibd or B �4 A cover l Flier T*d1nq a ting shall be canpiskd and trees and akubs metallod prior to badd„g plants IA2 Sl adarck, B. ft ibi Fg,placanat ad grating,of"I for backfilnny of platers IF recplred. 506 lin"Ictsm, Mgt qvind cow and loodding plaft in mobt sea aid space as on plan. Ali work and materials Mall comply with governing codes,safety orders,staid",and regrktero,and meet the c, cbatng ad finbim grating of platers orom and platinwy areas. Cecil Plot eked be pksted with o um ilanots ommot or ban so Indicated root dhgrbowe. Son moisten minim reguirmwte of kin Standord epe iftaNas For Relic Wale Construction(6rean BoW Wiest oaten. 3,02 Topsoil, shall be such that ern doe rot amble when nanovIng pkata From co"w r. 1.0 Qalty Mar'aKe, A Brisling on-elto stile listed as laaceptable'under She 6radlig'specMkaWon. d�i Offliial"c bo~��o rest"entire plater am Fresh�er orb enstcBnsFied. Wad g ehcdl . A 4'Waller A. All Contractors perFanNxj Site Development work must be licensed In accardawe with the lave of tin B. TopeoA Imported t site Per use m fill,backPnl n pladero ad mnandhg,shall be lady tarabrOd. 51k pee ImRediatsly alter •me'' 9 sn°n accommodate the m icil side at California. cloy comet of this sari shall be no Tooter then 15%by weight. The boron content of ads oral shall be not 501 Protection, Tooter than I pat per ndlbn as moaeured on Ito aabadlon extract. ifs soeikm absorption ratio IS W B. Contractor shall provide the La xibcope Ardtoct ad the Cky milk a list of Si l catractars ad Material shall not owood 3A mnimolo s per centimeter at 25 C. In order to onsars conformance,sompba of the Erect banporal fec►hg or banners to protect plaited a"From damage prior to Find occeptawo. Supplbn o4mtod to be employed ekrlg to worse of consky tic n. „ported alai shall be xtmltted to an agronomic sale tam" kboralloq approved by to project PART 6-WM AVATt34W Laxlstape Ardmkect For analysis prior to use. Rowlt of W"to be delivered to city for approval. Son 6:P Scope of lrlork, C. Cartrator shall obtain ad in Force Public Liability ad test to include,am"ad rmcammerhdatbrs. ' id kbor bates"ry t>� Na s,m �P �J �aPery�+age iterate,duMng ertre Proviso al maleial, ad Iabar t all work m Mdcated an oouso of the c rstrvctlon contract. The anoint of Insurance Mholl be determined by 6% 3A3 Soil Amendments: misled,ad as dslinsdee h fine D. Pflor t stet of silo devolopmat work,Ns contratm ahll not tin Mchksct ad t All sal amedmonts shall be as specked In the Agronomic,WalalNtyift Icy sons report hrnWmed by the 602 Qglny A mare✓", da"1a x" Lo+dxepe �! �J Contractor A OOpperator� aid a�i C a Advisor materials wood central adddMoon smAzomtrWAc;r N B this�n that we ad sine dates. car trata Mkdl also the hrohkect ad with the name ad telephone rM ins OF the paean in charge of the work 504 Sal Pheparabom B. Adl materials ad mokioes must conform to Pirderal,State,ale Local rragAotimm. 1.04 Remparbnites ad caordmatbn, All work an legation system shall be compete and Inspected for romanorded gprovel did,fine Tailing completed,prier to r stotfnmg ad prior to eon ann dr ant work 6.03 Sulartuai: A Permits: The Conractor shall attain ad pay far all permits and inspscNons rsaluMed by governthg Prior to the Mtakatiam of weed contra materials,the contracts shall aabnk t err athrkim For the work to be armed. After ra#Tube have been established,propane all lawn and p"arum by Fling a arcs ryapthy to a depth or b all �Wo 12'. All rack and dotxs more than 7 n diameter shall be removed Mom the site,accept for crew are to be ya list of the meled contra materials and glaantke►per acre r lorded For wo in wntrolag the weed "IL e "rot and=rw4ed an bat ate,m=ed b1 ko Root Cc"Advisor. Past control Adviser dhal k Ish B. &btshg Conditions: The Contractor doll verify all candterro ad dlmensicrs shun an to pears d the sodded, h which all rack and debris more than i'h dnanoter doll to removed. 1iFFss Loidacapo Contractor aal La�dgpe Ar andA data to daromkvts the aanpatbmty of the weed prior any verify the eca on ad 6.04 ale aterials and methods with the herded ptatmg ah seed varieties preset. Me t casnacerart of work ulcer this,contract. The coarata ahotl Apply,apreal,and rdotn n all alai amsndnnents m rocanmonded t a abpMm of 6'. Wdsr moot Mil ^aud#nly titer and coadsadam depth of al urdorToud Milan prim to Mort of work, rokWWq Is o plsto. Incorporate oveny Mo Not top 4'to W the fol"For each IA00 aquae test of plating Via: A Landscaper Contractor is responsible for the erection of an 9"ad barriers regwred to prevent Wrvsbn e. Temporary Utlliba: The Ganbactm shall apply For and paj all cat WArred for all tenrparay Mitlm Into the trades!areas ad to mokMj the public. such m water,electrical poorer and gm as ro"by him for fine ca slawten of the project. Tanis y 4 cubic garde of mtraized Redwood or Fir Maysg or equal. 0. No material a methods shall dfect the Iatt p or No material a services elan be coordinated with the City ad other contractors an the job one. 200 be.of bra-Power a approved o"I. 6A5 method shall candor a s pis arks meablo r» pkxnm 10 dap aid aP Batik ctbn. The drove eon�ae N*ftd gwIttbe any ad should be wed only For bNdIng loxism became sod �Haft ides, D. Roferenso Potts,and Etovcdlons, The C06Wtor ls For cadkions may darV drastically Man the time ammo spscklcctkro Hero developed to the thie the acbarf sal roFererc® ad oevotras hen,ad atwarI or him al take pine. ThersWo.to Catractor shill obtain his own sale am"at a rate of one per aver y A �Conknctor is^erPa^�e For to err ectlan of all signs ad berries roq*W to prevent edrwen parts roquined by piao proper exeatbn of site 25PW sepae Peat of plated urea. Thee sal take shall be eadi cted by on approved A rmoolc fats teeteg rota areas ad to no"the public. covhw.tim, laboratory approved by to project L.adecape Ard heat and C44 Capes of tin oral test to be provided dwng the B. No material or m*,**shall affect the landscape otatsq or h#osoed gonmhatbn. No material or Pro-amincaan aonforeoa, method shall render Nine job eke ueeabe for more MOM days Man date of application. E. Traft; The Cotrroator is responsible for all tenporanj traffic bonier and detain raq*od by him for the 6A3 Non-Sascave leer akbdm, construction of the project. All tarp"traffic barriers ad dmta irs dial cotorm to an candkkns 345 Prim trotting: fen sslxgve contact herbicide icde amdbr man-aeeatha systemic herbicides Wail recommended by ka Pest control rs44'ed by the 04 or governing athrkiss. !1Ag 9 odem la D6FatNe ad UxsrUorized Work: maintained and proper tolerances 1 be motal�setllem at the and of therm proplaject All„ imm shall be 6A6 SsbcWe Herbicklee, proper project period. Selective pre-anagat herbicides tampatbl.with seed mmdxbA•sa tan rmcamnadsd by the Past Cahtroi Advhorj All work mhkh 6 determined bJ inrpection to be dofotave mks ocrokw4lon a deficaat in aN of the roquranv* Peleh To"shall base aufow of Not grand u t"smooth and Moe of 6AT Wood Eradication. T°d0 k„Nis oP the Poet Gatrol Advisor,of as Islas ad able to the La disc e,Architect m removed,and replaced b1 the Cantracter at his an expose In pe Peg gmsm and Hoards exstng n Nro platng arum fan requFs a mailer accepte6le t Nis Ladecgps Arddtect ad A. 3A6 comdnatlon: conbrol t removal,spray these mom per Pest Control Advbm's recomneriddbro. A. Prior to tin In"Waan of the Mrlgation opt=remove ad tear all weeds c d doleterian matorlas From 1A6 „ems, Weed dbatanat work"I be words atsd with the installation of Not krlgaNan siptem rototdleg and son pknang sea. The contractor shall dirop for nepectons aJ naNPyhg the Ladeccpe Architect,44 aid governing auNorkles, aroi* ^t work and platng. (See Wood Abatement secNan). Allow hwbk do to kill all weeds. Race or hoe off all dead feeds to a depth of V-7 below the auface of al be acme ai Ripl aly ronave all wosde Man the site. 24 bows prior to the of Inspection,titans otherwise noted lrspedtlans Shan be m sled low,bin not PART 4-TIif3:5 AH7 91k01B5 nocamorN in this order. "the Inspection psrtaning to Nis project dupe of work will apply, 411 5eops of warier P�alin Lead Catch Basins. Provide all matsNal,oVormat,ad labor receway to inbtll al troes ad drubs,m shown an plans,m reasonably 1,01�1-Lpe of APE MAtR81PlIGE Gran nne�prewwe coverage t *$an operoGam test). Inpned ad m dolkaated n the specifications. Provide of materials,labor ad uyupnwt for,o Mcdontl to, �armsq all maintenance,rsguMaronts � �°a0" 'kbh 4A2 Phadkts m reasonably hppmd or m daneatea„Nina ncsding,but motet W,*d W Not fall"; Plat Material(doll" d placemeW. 5ubstatial Completion Inspection(at eaRbGan of lacbaeps trprovemets)-1 Dap. A Pbma clat re -Plat maem Indicated an the droathgs conform the 'Stallard Plat Naros'established by Mandan all pia"aid planted►ree fo vac. deers. FTroi Inspection cater mair"wwo porlad)-1 days. the Arsericon.tint commit"on HortacWtro. Except Fa now covered thersh,the mtebished aistan Pep�ane mse h. the contractor shall a Rrstonehncbon con/e'erce with Not of the taraery is followed. Pnrtilised all ad arage fob Landxafre Arddtect and Cdky a mintnm of 8. con diner -Pia de Mhai be symrrhotrkal,typical ran vaeby oral apeabs,laud,heakhl vigorow,Mee Man � P P seven M�P'w'to tlo g work plat disease,„kaa pests,or their eggs,ad Mail have heafNy,namai root systems,Nall-Ill"tar hsatkdo slan"a" IAT asuoratim, container,buy not to Not port of bong root band. Pknb skit not be prised at aytha,ad„no ern 1102 Ferglaorsi shall trios be topped. C. Tram ad shrabe shall be gbh"at a recogdzed mr"in accordaae with good hoawlbsro praeacas A Commercial ►ertA ai `din on n,5 approved allaslatito Poe,and ocipro12-" by er Controlled sot A Plat Matorab, All tram,drubk,Toad cover;bedding plats and tan shot be gioradeed Man data d ad Mall be of the slzo and caper normally asswate d with the wool er aloe specked an pens. Remove Mailable ero Power �44 m requFed by Not Agronomic ids report. ffmal acceptame of Waidktape donstruatlom For parade as follows, of oil togs,kbsls,mrsery stakes and Nan from all plat material p rohbked utn the approval of the L.adxgro 6 Ammoft Wfalo, *awlw Form oa^tair9 not,Is"than 21% and 24%wkw ad shall be Vow 24'box t imger I Per Architect or 0%. registered arson sawkwi rd miner,with Nhttehe State Departmat�„cmpnmce,with Artce 2- Tteos PS Sol.d hanaler Ig D. All plot material do9vored to tits site Mowing legs of danage or dssme or s emuFNcbnt„size to cony 1D5 �pW, ATiwkura Code Shnbs Ali saxes I days at Ne Intent of the planting plan will not accepted and HAI be roomed at eatraetor's apeme. brand cover 120 days Mdkenhahce shell start nnodatay cater landsccpo Ploma^9 Bedding Plat 120 dap E. Sim of Plants-Shll be as stated on the Pion. Cantaner stock il-gallon,5-01cn,ad Ls-c IW shall 1 Wi takh all plods o d plaited hem an a cootnaus bass as tiney one„stalled tin or the wrk�and Lan(" 120 dap have boon grown sn co tainers Pon at east am O)your,but mot over two(2)years. conawe to naintainn Nam utn Nral accccsspptaws ot kola P opat. Reptae ay doocl at dA pl&lonb as dit&W 4 the Lan(Nod) 120 dap fran✓Mkt mowing F. SibstlWaas -ykytnaRlam for ndeabl plat material will be pamtted provided the obsabts mktorl ds �Qaa Architect ad Cky rep owmatse. 6uaankm begn adler Ua Jett acceptance by cky ad at the end of the i�o-day mdntorwwe period. we gbproved„advance by the A,ad we made at no additional cost to the Uty. bospt►a at prized A Qberate on cn eetaMand to montmi all pasts ad plakad arum„a La "contracts den replace. picnic al moterriae aaddh hve clod m#n to tIna span sifted above,at m `aiataro,an%tatkute plat materials shell cadam to the redpdrome is of these specifications. candtan ihml on s�nn off ahal be to a mtnurn. Damage to Mrlgotsn swtan cant ad within s days from roc"written notice htim one Landscape,Architect a Cky k dead material s rot 6. Pleb Not ybp wyed-Plants rot approved are to be removed Man sko and replaced with �ot^WA to a tdy �a a� f,dolr ehstared toVo dsks�ai bra replaced and plated within the s eray period sky may replace dead nhkerlol wAfi new mroterlal anti dMxge tive sukaMe plats. Th C44 reserves No rkjht to reject akire lots of Plants by dofated sa". OF to City. No repair othmU tlwn�goehcjyropatrs akat�aeonh�dad without w pa,Meaah aborow Ladeccps Contractor For all apexes WArrod. Mom t e sky B. Ganstrnactlah Fiatarlala The contract✓shall c�raatse all and naterkds for orb eke Stain al tress,m per details inensdatey otter plating t prevent was alanags. Hood Keep al P a" ✓roe of needs ad ddss dowlopnmt,For o perred of as yea from data of Pna ardep Of prOJect 1. Plat tram act we to be located In ken a gaud cover rem idler Kdkh graves we firt bhed ad 6 lance , bJ 5 anew cal htervde not to allow at least 1 calesckr days prior to Mtallalan of sad ties or Toad cover to provide Fa toronxj The Contractor may sect to row"wah caventriationi of woedo masally at by an epproved herbicke I06 Material ad Labor Reloceni watering of trees. AN paatng hoes shall be excavated as dined on appraprbata details. program. Idaan compedoe of to work,the contractor Moll�to to ckg skjnsd copies of al labor ad materials 4A5 Son Amo dmme�: C. Pak contra, Spray all pkrte ad peeled cam d begrinN d mr�kanmte prog ash ad m may become releasers Fan di work parFanrsd titer Site Dave ahersofter bu ah nvod meted a pant to keep an plats ad plated am Mee of IAA Disposal and cearup: Son a ondsots shell be m recommended n Ns AToromia sack repot twhede�er cankal be re 40W by the any prior to ay applkabams. 'Perk control shall Romove all fade materials sxceratd material classified m 4A4 Tram Stakes, S^a 9 and to ly spo ne,of it. frank ad debris D. Phnnge Phase all plats m and ctod or by i.ambow Anecessa at kurt a mdrt Via generated a encouitndd�'*m9 is cares at laksraps corstricNor4 and egaly eMPass a k. Ping acme curse Tree stakes shall be lodge Pub pIne tree ata,es.See tree stakng dkotl an plans fa ranker Inkarhraklorh. �donharra t proo�m alrodta a m may teaoms necessary than Not oxl or am. of to Hak remove ewptro mdto r is Man to go ad save room In a not and dean condition. C4 n up and Program• remove all rermme ddabrrlsis and aMplis materials upon cepeEbn of work,e"the promises neat ad clew. PART 5-OWND CORM A10 91MIN6 PLA" Remove bah weekly Toud cover to keep In baxrdk ad Wit as necessary to achevs The sets"I be ceaad upon to rseyast of the nkpeator. 5 a a d of Work: aid overall even appsawks, rxternrate gophers and inside;ropaM top Provide all materials and egulpmat ad perform all work rocseswy Par ad Incidental to hkoting an Tound cover PART 6-A"aPTANCE OF PROJWT PART 2-E)EWTION o d boddng plants,as shown an plas,as real" „peed,or delneated in the apakkdtins. oAl 6snkral, 201 Protection: W2 Beddshg Parts: o!�� PRELIMINARY — NOT FOR CONSTRUCTION Keep all pent n otael delivered t aka n a heakFy coMkion For plating Porte shall not be allowed t chj ouk Peraapas anti Arrsald. Provide healthy continar Tan plats Man a recogrdzed m*rsery,aid d tans ePOGeS and real Tot of nc a emInra t F r t dap far all area ls Won prior t of Ns work tin Tins cannecamhsnt date For tote nhatterwcs Mcdl cannsrmu rrktan Bars root stock shall be separated and hooed-h,„mod earth a other wkasle material util plating. Ballad and `"show an per. apprava di phmek of p Ystalatian by 00 city Pdalk Works hepoator. Mantonace period Man be adequate to birlapped plats"I have rod ban covered with mast sawdust,mood 4"or other Potable material uhkil 5AS stand�, >�P��ad P��' A Two iced„�to dtectth the �tq�ostditm at p�erwd aid ft sae at the ell 0aftV have 2A2 hstallatiah: nor mR'ovWs of the dpaes shown an plos. 6romd urn anal be o"Is hod and wan � �a b notutA okbm�with to too day period due t Speckkatkms and can be 5,04 Kids, approved. Detailed kWA of plants willm the Architect any Pia plaangplattg mean chap be performed by contractor and appoved by the Ladsupe Mvkh, Shall be of compacted moos this FAper. B. At termination of ekabllshnat period all plat materal shall be eve,houlty and free a acceptance�ilon. lMarsr platngs afktl be replaced and broudt to a s�a,t of barore Final Soil sxaavatod tram plating Fake shall be anenclod t bxkNll around broom ad*rubs of wok will be made. All hem Moil be r eaaEy DESCRIPTION o -F REVISION DATE APPR13 V E D ring etie Pollomng mbibre: P i5 be/ &aQnSheSonmAhrockroTeeterNinon3In /" Ere CITY of RANCHO CUCAMONGA Newer Plus,5.3-I Iron Wide 2 bs/cy Fro be used for bkWN puposss only,very with ATcrnamc Sods Test) Tract 16096 After backli ft cment.asbuct a 3'eathsn teem t Form we"basin broad each plod,t dew ahmaxjh wdar-n ands„ LANDSCAPE MAINTENANCE Riert Installation a?tir,aid ground c&wnsr,r, water b„„kFrom orancltr„s and Or &. ft i „Wareas EAST AVE. and VIA VENETO DRIVE to be removed prior to C44 acooptar"• �_N DSCAP, DISTRICT NO. 9 J ' nl q- to ll:, LANDSCAPE SPECIFICATIONS Underground Service Alert � a N APPROVED ENGINEER RCEIDAT -X&? No, LA 3880 CITY ENGINEER RCEW t'��72-- CALL Exp. 3/31/14 DESIGN Prepared Under The Supervision Of: RECTfNDED @ I , .TOLL 80R� DRAWN FREE Srq� CF C�# `T CRESTWOOD COMMUNITIES " 227-2600 510l_CITR14-1943 US 9 , CA 91 REST }l GL NDORA, CA STREET SHEET TWO WORKING DAYS BEFORE YOU DIG DRAWING �F 12 CHECKED `� �` ���`-RLA Nq 3880 DRAWING ND, iEAT FILE AZ No 31 u 2307-L PROJECT SHEET NO. ____OF____