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HomeMy WebLinkAbout627-L CITYOF RANCHO -SAPPHIRE STREET, - I IORSF. TRAIL RENOVATION c SOUTH OF BANYAN STREET* � SHEET INDEX : L- 1 COVER SHEET L--2 DEMOLITION/DRAINAGE PLAN L-3 DEMOLITION/DRAINAGE PLAN L-4 IRRIGATION PLAN L-5 IRRIGATION PLAN L-6 CONSTRUCTION/PLANTING PLAN L-7 CONSTRUCTION/PLANTING PLAN L--8 DETAIL SHEET L-9 CONSTRUCTION DETAILS APPHOVEU BY: _ aCnbO tr t • R 4 t. -'5'L.- �r ' n. �3---zt-a .. I PenCSt j L GENERAL NOTES: a��<�i �N NOrDkOK� .5, ` W< iw41�� s "'» t DA E •^ n,. Dn<e n� _ a- e I � t u ennel <' on 1 c c Yl( r- �t T`oro_trSnDrse � lnoro �IICi � " I a:.-�� i •,.000 p St e u�OreO 5` Ar, Mentantte _ . m s I a Men:.nil nonwoo0 Q A l E i � e'�Iliem Ln < L Man mll! 4 '. I Are j � �• <HiQ•" 33 � OIAM I r 1 �1 � 4 R�+esouo Svnibwer Are umelo o I L i< 1. All work shall be done in accordance with these lans the Cit of Rancho 10. Cit a -- -- .+xn-,� a snorer sl P Y _ - -a o.n. or.. = o c c„ I Q A T L City approval of plans does not relieve the contractor from responsibility LANDSCAPE MAINTENANCE DATA: i •< _t< _ •,o - ; < < i fsl ' ` Cucamonga Standards and the Standard Specifications for Public Works for the correction of error and omission discovered during construction. ~�-�-- San en < E �- can en z sueel s u' 4 Es,n,n '< � s, Construction - current edition. Contractor shall be familiar with and Upon request, the required plan revisions shall be promptly submitted to r f ,• l.;x E sveet SAPPHIRE STREET , li w. x, el i shall be responsible for adherance to these Standards and Specifications. the City Engineer for approval. ---------- ---- r,ITE � n t j ! 'uu�eu� .e x•. `» ��e � o �7 # , °tl a �aM. 2. All pipelines or substructures of any kind, telephone or power poles, water 11. Work site and exterior streets shall be in a neat, clean, hazard free, i �O `, " 1> .8„3"1 meters valves, fire hydrants, etc. shown or not shown on these Tans orderl state, ^o^ .e•�e '_C4mo^ �. .B F �' y P y throughout construction. Site shall be cleaned upon request TOTAL SQ. FT. OF LANDSCAPE MAINTENANCE DISTRICT: 640 �` �` d h S D„C G. .,. mQn< T. 1 �'--- within the right-of-way limits or in adjacent areas where improvement work of the inspector.is to be done shall be removed, relocated or protected in place as required e,tt• ; t o 2 s ee s r TOTAL ACRES OF LANDSCAPE MAINTENANCE DISTRICT: .015 '�„ • .<om At 11 a E o IY< o y �� P• - .rul=r�Re at no cost to the City of Rancho Cucamonga. 12. Contact UNDERGROUND ALERT 1-800-422-4133 and the following Utility Zt $ fT o^v a run •,.nn : Companies as required, 2 wo_rkinq des prior to excavation. $• ”'°"""c 3. Any contractor performing work on this 3 TOTAL NUMBER OF TREES IN LANDSCAPE MAINTENANCE DISTRICT: 16 — .AorosEa/11IrwAY a �f.';<t.e :.��+�_ e v ,,. r. MIS i �> --- ;tea`• -e J;r� - . g project shall familiarize himself — — -- �a^. -< �� with the site and shall be solely responsible for any damage to existing 3� �. wrne # �1,9, Y t 'facilities resulting directly or indirectly from his operations, whether or 24" BOX _ a (D r not such facilities are shown on these plans. Provided for your convenience are the following: (RELOCATED EXISTING TREES 16 �tl �IQ” �� X,��^±,I; ' NORTH WIN N.T.S. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering A. Cucamonga County Water District (714) 987-2591 TOTAL NUN,BER OF SHRUBS IN LANDSCAPE MAINTENANCE DISTRICT: 96 Department prior to any encroachment of construction within the City of 9641 San Bernardino Road VICINITY M A P Rancho Cucamonga easement or right-of-way. Rancho Cucamonga, CA 91730 HORSE TRAIL AREA: 11,300 SF. NCITY O. DESCRIPTION OF REVISION DATE APPROVED . 5, All sewer, water, electric, gas, phone or other utility laterals, mains or B. Metropolitan Water District (714) 593-7474 ' crossings shall be constructed prior to installation of D.G. P.O. Box 54153 Ext. 6461 6. Compaction tests of embankment construction, trench backfill, compacting Los Angels, CA 90054 RANCHO QTY OF RANCHO CUCAMONGA original ground and all sub-grades shall be performed by the City of Rancho SITE CUCAMONGA Cucamonga. A written report with these compaction tests shall be approved 'Note: 'A �• -�! COVER S H E E T prior to the placement of base materials and/or surfacing. ` :::4 '.:::::,:.I. UNDERGROUND ALERT CONTACTS s :.'. CLAREMONT 19TH Q 30 7, When improvements are to be placed on native soil which consists of a rocky GENERAL TELEPHONE hVE� material the sub-grade shall be ST. SAPPHIRE S T R E E T . 9 prepared by removing all rocks which SO. CALIFORNIA EDI SON � F O N T A N A protrude above the sub-grade and all voids or depressions shall be filled SO. CALIFORNIA GAS COMPANY with a fine grade material of a quality better than the native material. CABLE COMPANIES HORSE TRAIL RENOVATION UP . (SOUTH OF BANYAN STREET) 8. Estimate of quantities is provided by the Engineer only for the convenience � , 5 of the contracts_►. The contractor shall make his own determination of 5/07 construction quantities before submitting a bid. Any item of work required -�w APPROVED BY. DATE. by these plans which is cat specifically listed in the estimate of MISSION ¢ Q ONTARIO ¢ 10 CITY ENGINEER - RC.E. NO. 2234? quantities shall be considered as included in the other items of work. I Q BL V U. w Q W DESIGN RECOMMENDED 9. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 POMONAv > � J.F. Davidson As+soelates, Inc. 3 Q ENGINEERING A M ARCHITECTURE PLANDSCAPE ARCHITECTURE LP. shall be constructed at the intersection of Banyan and Sapphire. RIVERSIDE w 1 0 1 D R. CHINO NORTHI /,?/ t� DRAWN 9880 Lerrion 886 OM4r�FAX r7114-B8s 95a 493.Riverside.CA 97502 SHEET ' 1 , .�t j. '� -T H L- 1 OF DECOMPOSED GRANITE TRAIL •, CHECKED 1 ANO?tel DRAWING N0 CHECKED r LOCATION MAP AM D T FILE NO &97- L- W.O. #8810467-02 x BID ALTERNATE A[J 4" DECOMPOSED GRANITE TRAIL ( INCLUDES RELOCATION OF CONCRETE- MOW CURB TO LIMIT OF WORK LINE) lij EX/ST/�4 TUe/ Z.4.V05 Cope —P.QoTr'CT j'V PLACE P.Qo��tp ME!✓ TUTf AeeA, �ROpOSED ,UEl�/ T(lPF AREA EX/ST/NG /R T DEVICE- PiPoTSGT /�(I .�ACE W 7�/e EX/ST �//lL L—P�oTEc7 /iv P�.4CE K7 TYR G-9 7-H/.'5 AieE/4 MOT Coy 7-lF,4,7' Vatic. REMOVE E :v 2 TREES .5mwe;5 REMOVE efl57- Z 7,<F�s )CEMOVE EXisT S��u85 E" LIMIT OF WORK T 11 tl LI.IAJLL I I1 � O A -� _. -_ _ -._ 1 _ -- - _- --_ L _____ _ 1_- - __ __ _ __ _ _ - - - -_-_ _ __ _ _ �� LIMIT OF WORK oA�, a okra -- _v�— 01 ; ----------- ----- -- a-------V Tt -- Z f. 19 79 ALL SD/L FiPOM .4GC Of CUCB TO /ACE TO 8E l'R 0POSEO 1-121,e6E F1FNCE PEi2 ALL SO/L PROM 8,4,!x Of eafB TO I-ACE OF AIAL L1/r"j0C0Ze 701-67- LL OLETLL U QTOA A DEPT,y OF 4" � SACK /CLIP A/ 9'" OF 6aA1-5T.P(/C'T/OA11RZ 4NT/N5 PL�iV. AND/oil py-ANTE� ,a/V/pER TO ,� .PEMOVED TD O - aECOMPoSED GRAN/TE /N Z - Z' /,4`75- A D,EPT-'/ OF 4" BAC' FILLED A/ 4" OE P 4 /N - - - - --- - - —---- -- l_-- - _ - -- - --- - - 2 2'-L/fry, _ _ _ cY) _ � J co z SAPPHIRE STREET J .W LLJ O cW = U) vW Z Q J NORTH SC: 15-20'-0' T• NO. DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA DEMOLITION/DRAINAGE PLAN SAPPHIRE STREET HORSE TRAIL RENOVATION (SOUTH OF BANYAN STREET) APPROVED BY.' DATE: 6 S CITY ENGINEER R.C.E. NO. 2239? DESIGN RECOMMENDED / 4 J.F. Davidson i-.asocietes, Inc. A� ENGINEERING PLANNING SURVEYING ARCHITECTURE LANDSCAPE ARCHITECTURE Lp 3880 Lemon Street•Suite 300•P.C.Boz 493,Riverside.CA 92502 DRAWN (714)6860844 FAX 714-686-5954 SHEET 3� MM L-2 of CHECKED DRAWING N0. R.0 E. NO A� DATE FILE NO W.O.# 8810467-02 BID ALTERNATE ® 4" DECOMPOSED GRANITE TRAIL ( INCLUDES RELOCATION OF CONCRETE MOW CURB TO LIMIT OF WORK LINE) 111 EXIST. 1,AA10SfARe /COe& 1v&07PCT /A' R1 ACE LY Fes'/STiN6 TU•tF GAA/DJC�tPE-P.�ATEfT /.VpL.ICE �X/.ST !�/�ILL -�WTt�T /,Y oLiICC (TYP. Pir_OPOSEO AleAl TU,r/AREA G-9 REMOVE EC/57 12 T,QEE5 + SH/eU1SS. 7-,q/5 Alrr4 NOT /N CONTifACT LU TYP�--- Re1lV0Ve EX/ST /5 TiC'EES .Sfi'RU��, RELOC,4TE 7&el-_S PER CON`.STRUGPONI PLANT/iVG PLAN. RELOCATE TiP,EES PER L'ON T•C'UCT/ON1 PLANT/Nf PLAN U) LIJ LIMIT OF WORK . J r U trrrrr rrr LLJ A ----—--- _ girl AP - o1�%I�'� 06 LIMIT OF WORK -------- iL. 52 5"S 721L.Er PRO/oSED NORSE r'25-N46PE�e AL L 501L FROM SAGO OF CU,t9 TO FACE OF A14LL f'POPD.SED h�O,C SE FENCE PER ,4LL SO/L F,eDN BAC. OF CUiCB 7a Fj4CE Of AI,4 L N CONST-,eUCT/ON1PLANT/N4 19L4Nl AuD/OR PL,INTEP a/v/OER TO j!�E ,eEMbVEo TO CONST,P4lt7-IaNlPz,4N7-IAIG PLAN. ANO/OT OLANTER D/Y/DET 7V ,SP ,PEMoVED TO ,J 11 bEPTf/ OF 4" , lCK F11-4-0All4' 0/' I>�a' /N A 1.eP71i/ OF 4" SAGC F/LLED �U/ f" a,-,P4. /N _ .LU CO W S C SAPPHIRE STREET W ° � W . m U w F- Z U W < J O ~ Z PROT,ECT /N PL 4CE TY "" '♦i, P, C-51 ''• NORTH SC: 1'=20'--0• /CEMOVE C�G. PENCE f STS, f/1_4 POST yoLES TO f/M G,tADi!F . UJ- I w X _ •- /nROPOSE^D fl F�. PEie CONSTRUCTiO/VIpLANT/NGj PLA�t/ ♦, '/ RPMOVE EX/57 T,CEE % 01� r `��� ^C6,-05-60 R6TA/N/N5 MALL PER C0&_f7-if&e71041 PL✓A 71,V6 PLAA/ 7/r. • �—;) REMOVE 1 RE[.00ATE EX/57* SACKFL OAI PEV/CE A3 /ND/CA7,ED. . REROUTE MA/NL/NE f'JUB MA/N TO J!?EfL-C7-NES✓ LOCA T1041 RE-MIS 74L AT/ON JNALL $E �• PER MFG 5PEC/E1CA TIONS XAV & 711E D1,PECT/ON OF C.CO!,P IV—MOVE L A10577s •��� REMOVElPCLOT,E CAEX/5T. STOP S/6N 1it/0 AS 1CATEh O tE-1NSTA�LA7-1oA1 SHALL Be- PER 7NE DIRECT/Ov Of rrrrrrrnrnrrrrrrrrnrrrrrrr ) ��,, 6� ?ilE C/Ty ENG/NEE< e 18" self/ND -Ace OF CURB e (? B.C.R. (,6EG/NNIN C4'R6 RAO/Us), PER C/Ty .STP. DRW4. 1¢`QO2. NO, DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMO A AL L K0CK �JO/L FROM BACK Of Celw,B TO -RM-0.5,6DIVC/✓ C(1,-,q ,s o TO SE REMO VEP To A p--PTff -r e ,a4�F,LL EO w/D.,$ DEMOLITION/DRAINAGE PLAN ROCS' To BE .57OCC PLED NEXT TO .S'/TE PER Ts,L D/R.EC,-iON fL 7f3 Of THE C/Ty /NSP�cTO,¢, D.6, TO 8E L,I/P /N f- 2" PRt�R'SSE,O L"CURE PER COt/STPUGT/ON� EX/ST. BOLG�t�CD-- P.POTE�CT /�f/PLACE L/FTS. COMeACT TO 10'/0 yPLAA/T/NCr PLAN. TO P--7-411, I SAPPHIRE STREET :W 0 HORSE TRAIL RENOVATION cn Q (SOUTH OF BANYAN STREET) APPROVED BY: DATE: ('oo SAPPH-IRE . - STREET - ,a. ' . CITY ENGINEER R.C.E. . 22397 DESIGN RECOMMENDED A J,F. Davidson Associates, Inc. ENGINEERING PLAWNG SURVEYING 1 /-7 ARCHITECTURE LANDSCAPE ARCHITECTURE L1� } O �' } 3880 lemon Street.StAe 300.P.O.Box 493.Riverside,CA 92502 Z - NORTH 1' A DRAWN (714)686.0844 FAX714.6865954 SHEET Q SC: 1'*10'-0` F- 4 9 J v � �.�-`,y �} MM � of CHECKEDDRAWING NO m f�tT Nn l 'QM E FILE No_ 7_L' 77— W.O.# 8810467-02 i= BID ALTERNATE ® 4" DECOMPOSED GRANITE ;f TRAIL ( INCLUDES RELOCATION ' OF CONCRETE MOW CURB TO LIMIT OF WORK LINE) � t LLL APD/TIONAL. AleAPs WSNALL ;' AbD/770N•4L SPJP/LAGER f1E_AD5 'a)SNaLL BE /NST.4L[.,ED1 RerA2�/XED TO TO OX 1571AICS frOMEOh/�t/EiC /RR/6A77oN SYSTEM• (MATC/f `� 110MEOk/W-,e IRR_16,4T/oiv SYSTEM. CMATCH EA/5T/NG). �pAlT1PAGToR MUST COO,�Lxiu.�>� EXis7IivG�. CONT.CAC?D�F Mlss7 GOD�A/N.47E �i//T// OrY PRAOR 70 ANY C'�ACT hzLHOl_V6Nf/NP.R LL� !✓/Tf! C/Tf' die'/A2 77k . VY CONTA C 7 O2 Woe,C. _jyoMEok/N�� 4R wo�� ev.-SnA/G METoQ t CO�I/T7tOLLER. RePU1CC W/ A MEUG- f- YJ'04 ENCG054ifC A' METER .4N,0 4 EA✓ 15C-11 CON7ROLL ER D M ll_ '6' OF ,Sf/EET L-8. STA7�c ArArE,P ,�"Pap,E LIMIT OF WORK I _ LIMIT O WORK A � • ! T Ir w r r Y _ • V r w . . r t -V T • _ .T. _. * •-.__ ! _ _,._. .....__.._. ..._.,._.... __._,,...,_. _ ... - r e2(157- /F,0- DEy/LE - P•E'07_-1-CT EX/ST/NG M,4/NL/Ne Aleel, y S/Ze YELP/Fj'L 0C4710/4! IMAX. 6oM OE,AA^/A /B [SOlv �GOG4T/0A/ /N F/EL.D AND NOTE_ 10/7 F-- M/ry R5;./. R��?Ui,PEMENT ZD RS./ ON A.9-BU/CTS �xr sT LL U CONT�AGTGtT -SNAG L y /fY 4!_rx/37'1N4 SLEEVE, - SAPPHIRF STRF Uj Uj U z LU < _j NOM fl IRRIGATION NOTES IRRIGATION LEGEND 1, THIS DESIGN IS DIAGRAMMATIC. EQUIPMENT OTHER 9. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, 16. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATES OF THAN HEADS AND PIPE SHOWN IN PAVED AND TURF THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE SYMBOL MAKE MODEL NO. - DESCRIPTION PSI GPM RADIUS PATTERN DETAIL AREAS IS FOR DESIGN CLARIFICATION ONLY, AND IS FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF APPROVED BY THE LANDSCAPE ARCHITECT Y CITY'S TO BE INSTALLED WITHIN PLANTER AREAS DESIGNATED. SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO INSPECTOR. PAVING UPON APPROVAL OF THE CITY INSPECTOR, IF V RAIN BIRD 1806-5QB STREAM BUBBLER 30 .5 5 90' A 2. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED REQUIRED TO OPERATE SYSTEMS. 17.• QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN IN THE PLANTING SPECIFICATIONS, GENERAL V RAIN BIRD 1806-5HB STREAM BUBBLER 30 .5 5 1800 A OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT 10. PROVIDE A MINIMUM 18" COVER OVER ALL PRESSURE CONDITIONS, SECTION 40.OT.2.4.7 A- 17. WERE NOT KNOWN AT THE TIME OF DESIGN. SUCH MAIN LINE PIPING AND 12" OVER ALL NON PRESSURE RAIN BIRD 1806-15 LA-Q SHRUB SPRAY 30 .93 ) 15' ADJ. 90• A CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS 18. LOOSE EQUIPMENT, TO BE GIVEN TO THE CITY 1 THE CITY INSPECTOR PRIOR TO INSTALL.ATIOPI. - TO BE PVC SCH. 40 INSTALLED PRIOR TO PAVING. INSPECTOR FOR FINAL APPROVAL, IS OUTLINED UNDER V RAIN BIRD 1806-15 LA-H SHRUB SPRAY 30 1.85 15' ADJ. 1800 A IN THE EVENT THIS NOTIFICATION IS CALL FOR INSPECTION OF MAIN LINE INSTALLATION IRRIGATION SPECIFICATIONS, GENERAL CONDITIONS, NOT rERFORMED, THE IRRIGATION CONTRACTOR SHALL PRIOR TO BACKFILLING.' TWE_ SECTION 10. 06.24. EXISTING REMOTE CONTROL VALVE - INSTALL WITHIN PLANTERS C ASSUME FULL RESPONSIBILITY FOR ANY AND ALL CITY INSPECTOR SHALL APPROVE A HYDROSTATIC NECESSARY REVISIONS. PRESSURE TEST OF 150 PSI FOR 6 HOURS. CENTER 19. LOW VOLTAGE WIRE INSTALLATIONS: RAIN BIRD 33 DLRC QUICK COUPLING VALVE - INSTALL WITHIN PLANTERS E FILLING OF MAINLINES ,IS ALLOWED UNTIL MAINLINES A) CONDUIT BELOW PAVING SHALL BE IN SCH. 40 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING ARE APPROVED. PVC SLEEVES OF SUFFICIENT SIZE TO CARRY ALL © RAIN BIRO TSC-12 AUTOMATIC CONTROLLER WITHIN A MEUG-1-M601 ENCLOSUREG PRESSURE SHOWN AT EACH POINT OF CONNECTION. �' PROPOSED WIRING. PROPOSED WIRING SHALL BE ^ MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION 11. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND CONTAINED IN A SEPARATE SLEEVE, NOT WITHIN f�Jl NIBCO T-113 NEW GATE VALVE WITHIN A CHRISTY 6-5 CONCRETE CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO WATER PIPE SLEEVING. VALVE BOX WITH A 0215 C.I. LID ANO 12" ADS EXTENSIONS PRIOR TO CONSTRUCTION TO CITY INSPECTOR. PREVENT OVERSPRAY ONTO WALKS, STREETS, AND B) ALL RCV SPLICE CONNECTIONS SHALL OCCUR IN A (AS REQUIRED). MAIN LINE SIZED D BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL VALVE BOX. ALL WIRE RUNS BETWEEN REMOTE 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT CONTROL VALVES AND CONTROLLER SHALL BE APPROVED SCH. 40 PVC LATERAL LINE (BURIED AT DEPTH OF 18" H - CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE EXISTING SITE CONDITIONS. INSTALLED AS CONTINUOUS RUNS WITHOUT IN HORSE TRO,IL) 11° DEPTH IN PLANTERS DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CALL CITY INSPECTOR 46 HOURS IN ADVANCE FOR SPLICES. r CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK ALL COVERAGE TESTS. C) ALL LOW VOLTAGE WIRE SPLICES SHALL BE EXISTING SCH. 40 PVC MAIN LINE, EXTEND AS INDICATED - H WITH THE GENERAL CONTRACTOR AND OTHER SUB- INSTALLED AS SOLDERED CONNECTIONS, WRAPPED MINIMUM DEPTH 24" CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGHE12. UPON COMPLETION OF JOB PROVIDE CITY MITA'' WITH A MINIMUM OF TWO (2) LAYERS OF WALLS, UNDER ROADS, PAVING, AND STRUCTURES. MYLAICS of^%-F' Cww'D"AS BUILTS DRAWINGS". ELECTRICAL TAPE AND SEALED WITH SCOTCH- 5. MAIN LINE FEEDER, METER, P.O.C. AND BACKFLOW COAT. (SNAP+TITE CONNECTORS ARE NOT _SALVAGE OF IRRIGATION EQUIPMENT: � � PREVENTER SHALL BE EXISTING. ACCEPTABLE) EXISTING 1800 BODIES TO BE SALVAGED ON-SITE AND RETRu FITTED WITH RAIN BIRD STREAM BUBBLER NO. 5 SERIES 20. SLEEVING NOTES: NOZZLES AS PER PLAN, TWO (2) VALVES ARE ALSO TO BE SALVAGED AND RE-INSTALLED PER PLAN AND DETAIL NO. C. 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR SHEET C-8 AS VALVES tl AND 02. REPLACE VALVES WITH R.B. EFA-CP VALVES OF SAME SIZE IF EXISTING ARE NOT EFA- AUTOMATIC CONTROLLER TO BE PROVIDED BY GENERALLY ALL, SLEEVING SHALL BE EXISTING. USE CP SERIES. CONTRACTOR. IRRIGATION CONTRACTOR SHALL BE 13• THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED THE FOLLOWING INFORMATION WHENEVER ADDITIONAL RESPONSIBLE FOR THE ELECTRICAL CONNECTION OF FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE SLEEVES ARE REQUIRED: CONTROLLER TO THE JUNCTION BOX. MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED NOTE: ALL HEADS SHALL BE INSTALLED WITH KING BRO., OR EQUAL, ANTI-DRAIN VALVES BETWEEN HEAD BODIES AND OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO EXTEND ALL SLEEVE PIPE 12" BEYOND SIDEWALKS, OR LATERAL LINES. 7, FINAL LOCATIONS OF AUTOMATIC CONTROLLER COST TO THE CITY. BACK OF CURB + DEPENDING UPON L6CATION OF ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE 14. CONTRACTOR SHALL PERFORM A 60-DAY MAINTENANCE+ SIDEWALKS ABOVE SLEEVES. SHALL BE APPROVED BY THE CITY'S INSPECTOR. . WEED ABATEMENT SERVICE AS PART OF HIS CONTRACT. - WEED ABATEMENT AND REPLACEMENT OF DAMAGED OR TYPICAL TRENCH DEPTHS: N©, DESCRIPTION OF REVISION LATE CITY DESTROYED IRRIGATION, GRADES, PLANTING COVER, 4" SCH. 40 PVC. 24" (FOR IRRIGATION PROVIDE ONE CONTROLLER CHART FOR EACH APPROVED _ SHRUBS AND TREES SHALL REMAIN THE CONTRACTOR'S MAINLINES) CONTROLLER SUPPLIED, OF THE MAXIMUM SIZE , RESPONSIBILITY. 2" SCH. 40 PVC. + 24" (FOR 24V., LOW VOLTAGE THE CONTROLLER DOOR WILL ALLOW, SHOWING 8. ALL WIRE FROM CONTROLLER TO REMOTE CONTROL CITY OF RANCHO CUCA ON A - " VALVES SHALL BE COPPER OF 114 DIRECT BURIAL. IRRIGATION CONTROL WIRING) THE AREA COVERED BY THE AUTOMATIC.. USE RED FOR PILOT: WHITE FOR COMMON. INSTALL CONTROLLER. THE CHART IS TO BE APLACE 4" DIAMETER SCH. 40 PVC SLEEVES AND SCH. REDUCED DRAWING OF THE ACTUAL AS-BUILT COMMON TRENCH WITH MAIN LINE PIPE. PROVIDE A 15. REPLACEMENT OF DAMAGED OR DESTROYED ITEMS SHALL 80 PVC SLEEVES IN THE SAME TRENCH. REFER TO SYSTEM. HOWEVER, IN THE EVENT THE IRRIGATION P MINIMUM 18• COVER. TAKE PLACE WITHIN 48 HOURS OF NOTIFICATION BY SLEEVING DETAIL ON QETAIL SHEET. (L+8) , CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN PLAN V CITY, OR SAID REPLACEMENT ITEMS SHALL BE THE DRAWING IS REDUCED, IT SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL BILLING. 21. CLEAN-UP ON A DAILY BASIS PER CITY ENLARGED TO A SIZE THAT WILL BE READABLE INSPECTOR APPROVAL. WHEN REDUCED. THE CHART SHALL BEA SAPPHIRE STREET • BLACKLINE PRINT AND A DIFFERENT COLOR SHALL BE STATION. SHOW TdE AREA OF HORSE TRAIL RENOVATION COVERAGE OF .fir,C'd STATION. WHEN COMPLF.T,30 AND APPROVED BY THE CITY I (SOUTH OF BANYAN STREET) INSPECTOR, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES APPROVED BY: DATE' 5- OF PLASTIC, EACH PIECE BEING AMI;NIMUM • .- ` CITY ENGINEER �%' RCE. NO. Z2�7 OF 20 MILS. THICK. THE CHART SHALL BE .i +' s MOUNTED USING VELCRO OR APPROVED EQUAL DESIGN RECOMMENDED TYPE OF TAPE. J.F. Davidson Associates, Inc. THESE CHARTS MIST BE COMPLETED AND IN �' P"r ENGINEERING PLANNING SUr,J•-nNG Lp PLACE PRIOR TO FINAL ACCEPTANCE OF THE ARCHITECTURE LANDSCAPE ARCHITECTURE WORK BY THE CITY< DRAWN 3880 Lemon Street Suite 300,P.O.Box 493,Riverside,CA 92502 SHEET \ 3) 4 (714)686-0844 FAX 714.6865954 MC� t1l L` Td OF t/x(1I =1 CHECKED NO DRAWING NO AM A E FILE NO COZrT'L W,O.# 8810467-02 O BID ALTERNATE i FA 4" DECOMPOSED GRANITE TRAIL ( INCLUDES RELOCATION OF CONCRETE MOW CURB TO LIMIT OF WORK LINE) 3 � { 3 it l 1 y t 1 jjtft { 1 1 ; i II0D1T/o�t/AL SPA�-/N.CC ER HEr4D5 rZd Sy,4LL gE LU i /A1sTACcED/RETiPOF/-KEO TO EX1ST-N6 NOMFOWN� �--- i /RQ/6A7-10N SY57-.EM. -- - COiVTitAOTOR M(/57 COORO/NA7E A//TH C/TY A'riOR _. TO ANY CONTAGT A✓/Tiy fMMEOA A(6R OR I✓ORK. LIMIT OF WORK W j pit r11rr lilt t LIMIT OF WORK V y w..... T 7 s _7 � ♦ _.♦ w i T ... 7 _ ' T � .� _.. T ___.7 T -T _.... 7 _ 7 'i ♦ w Y _. ... _ _,.l _._._._,...e._._.._ ,.. ..._...,.... _. _..... ... .... .... ,.... ...... ..,. _ .._... ,. _. -.. _..._ _ ... .. _... ... .,..., ,... ,.,...., f '� r' 'T Yf 7 •.. • "T T. T 7 t. ....♦ !.. i 7.. VT... Ver7-A--A10 T ® .. .... .. ..., ..._ ,.,...._,. ._... jJJJ CONTirAG7bR' 3NftLL V�.0/ry QST MA/NLiNE A5 NECESSstRY EX/ST/NCa SLEEVES. TO Ma)te /N57ALUA71ON &i- 4W/CK J CO[/PL 6r2 /N LA 5T PLANTF,Q- • _ _ _ _ - i SAPPHIRE STREET � ° 0 Uj > J ° w Q � 4 /C'ELon4Te0 X.a ✓BOO .SCT/ESS 6"'Pao-!✓/� ,� fj�E�4pS RET.PD�/JlED /�/� T/(E NOZZLE - 'i� /A140/G47.-- 'i , NOP-1 Ii 'i** �i4* 0 Y cr • � x f' \\\ \ .\ � r [ 4 E � r • \ � I NO �. too,� �� rrrj DO� \ ��• r r • %41111 \ ttrntrttrntrrtrtrntrrrrrrr f CITY SNO. DESCRIPTION OF REVISION DATE APPROVED ` I ° CITY OF RICO CUCAMONGA IRRIGATION PLAN - W SAPPHIRE STREET UJ o HORSE TRAIL RENOVATION CO Q \ (SOUTH OF BANYAN STREET) APPROVED BY: DATE: SIX CITY ENGINEER NO.I 7SAPPHIRE STREETR.C.E. DESIGN RECOMMENDED Cl-, J-F. Davidson Associates, Inc. F AT ENGINEERING PLANNING SURVEYING T ARCHITECTURE LANDSCAPE ARCHfTEC7URE 1p U W DRAWN 3880 Lemon Street Suite 300,P.O.Box 493,Riverside.CA 3?502 SHEET �. NORTH !, � q (714(6860844 FAX 714-686.5954 Q , Sc: 1. 10'-O' - ► MM L-5 of C1 i;i.,E CHECKED 01;-7� DRAWING N0. DAT FILE NO 6?-7- L W.O.# 8810467-02 111111-14 minim BID ALTERNATE / ® 4" DECOMPOSED GRANITE f TRAIL ( INCLUDES RELOCATION OF CONCRETE MOW CURB TO LIMIT OF WORK LINE) i i i G 2 sooac�� C� � I LIMIT, OF WORK —,,,,. '. ' `I .,.. � �~ •� LIMIT OF WORK SSSS. A �.: .: � •�� � A 7 y 1 _.- _.. 5' 8'0.4 �'C#M1A,, - Af 5,0M/ .A1TYR d 6NT L6. �7 YP. ZAP o F J a SAPPHIRES STRFFT W W Q � r , NORIA-1 PLANTING NOTES PLANTING LEGEND sc. 1..10._0. 1, PLANT AND IRRIGATION DESIGN IS DIAGRAMMATIC AND 9. AREAS T•0 BE PLANTED SYMBOL QTY. SIZE BOT. NAME COMMON NAME COMMENTS DETAIL, SHALL NOT TAKE PLACE WHERE UNFORESEEN SITE SHALL HAVE THE FOLLOWING MATERIALS TILLED INTO SHT L-a CONDITIONS PREVENT EXECUTION OF THE DESIGNERS THE TOP b" OF SOIL PER 1,000 SQ. FT.: INTENT. TREES: 4 CU. YDS. NITROLIZED WOOD SHAVINGS 2. CONTRACTOR SHALL CALL THE LANDSCAPE ARCHITECT 20 LBS. 12+12+12 COMMERCIAL FERTILIZER T-1 21 EXISTING LIQUIDAMBER STYRACIFLUA AMERICAN SWEET GUM 10 FT. ON CENTER: J AND CITY INSPECTOR'S ATTENTION TO SITE (BEST PRODUCTS OR EQUAL) INSTALL WITH SHAWTOWN CONDITIONS WHICH PREVENT HIS INSTALLATION PER 100 LBS. AG. GYPSUM 'ROOT BOOSTER' ROLLS PLAN IN A REASONABLE MANNER. 10 LBS. SOIL SULFUR FOR 24" BOX TREES 3. CONTRACTOR SHALL REMAIN LIABLE FOR REMOVING, RE- 20 LBS. IRON SULFATE (805) $27-7720 INSTALLING IRRIGATION SYSTEM, AND REPLANTING SHRUBS: AREAS WHICH ARE NOT LANDSCAPED PER PLAN AND SPECIFICATIONS. S-1 40 1 GAL. HEMEROCALLIS FULVA ORANGE DAY LILY 18' ON CENTER _ K. L 4. MAINTENANCE PERIOD SHALL BE 60 DAYS FROM DATE OF 10. BACKFILL NIX SHALL CONSIST OF THE FOLLOWING PER " ACCEPTANCE. PLANTING SHALL BE GUARANTEED FOR S-2 48 5 GAL. RAPHIOLEPIS INDICA INDIA HAWTHORN 30 ON CENTER A. L CU. YD. : 'BALLERINA' "BALLERINA' ONE YEAR. MAINTENANCE SHALL INCLUDE BI+WEEKLY WEED AND RODENT ABATEMENT PROCEDURES INCLUDING 2 2/3 YD. SCREENED SITE SOIL FOLIAR APPLICATIONS OF CHELATED IRON AND TRACE 1/3 YD. NITROLIZED WOOD SHAVINGS VINES: MINERALS 30 DAYS APART. 1 LB. 12+12+12 COMMERCIAL FERTILIZER Y-1 8 5 GAL. DISTI CTUS BUCCINATORIA BLOOD RED ATTACH TO CENTER N 10 LBS. AG. GYPSUM 5. REPLACEMENT OF DAMAGED OR DESTROYED ITEMS SHALL TRUMPET PINE Of WALL 1 L8. SOIL SULFUR TAKE PLACE WITHIN 48 HOURS OF NOTIFICATION BY THE CITY INSPEC•TOR7 OR SAID REPLACEMENT 2 LBS. IRON oOLFATE GROUND COVER: ITEMS SHALL BE: DEDUCTED FROM THE CONTRACTOR'S 11. IR2IGATION SYSTEM SHALL BE INSTALLED PRIOR TO FINAL BILLING. PLANT MATERIALS. G-1 SHREDDED CHIPPER 3' THICK COVERING SMT. I { MULCH ALL PLANTERS. (REFER L-(v 6. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATIONS OF 31f MULCH INSTALLATION: COVER TO PLANTING NOTES) ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE 12' SHREpDEU ' SHRUB PLANTERS ONLY WITH A 3" THICK PLACEMENT OF G•Z gOppEG TUIZt< N)kTCN EKISTIIQCw APPROVED BY THE LANDSCAPE ARCHITECT 4 CITY'S 'MEDIUM GRIND" CHIPPER MULCH. AS PER BLUE INSPECTOR. { RIBBON LANDSCAPE SUPPLIES, INC. (714+b33+3666), NOTE: 60 PAY MAiwrr_wENcE RSM RES%-0"5kBtLITY OF l40ME04JNE0z, 1 OR EQUAL. SUBMIT SAMPLE TO THE LANDSCAPE 7. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE ARCHITECT FOR APPROVAL BEFORE PURCHASING AND TREE REMOVAL AND RELOCATION: PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE SPREADING. TEST NO. 1 HAS BEEN APPROVED. A TOTAL OF 27 LIQUIDAMBER TREES 9XIST ON SITE AS THE STREET TREE PLANTING. SIXTEEN (16) OF THESE TREES ARE 13. REFER TO IRRIGATION NOTES FOR- TO BE RELOCATED PER PLAN 1N THE (8) POCKET PLANTERS. THESE 16 TREES SHALL BE SELECTED FOR UNIFORMITY IN 8. PLACE TREES BETWEEN SPRAY HEADS WHEREVER INSPECTION/CERTIFICATION SCHEDULE. HEIGHT AND QUALITY. FIVE (5) OF THE REMAINTNG 11 SHAL1. BF RELOCATED NEAR THE SITE AT THE CORNER OF SAPPHIRE POSSIBLE. AND BANYAN STREETS PER DIRECTION OF THE CIT'( lW5F'ECT0tC. THE REMAINING SIX SHALL BE TURNED OVER TO AND 14. A SITE SHALL BE PRE-SELECTED BY THE CITY FOR BECOME THE RESPONSIBILITY OF THE CITY MAINTENANCE DEPARTMENT. PLANT DELIVERY AND APPROVAL,. FOR MIXING OF BACKFILL, AND STORAGE OF IRRIGATION EQUIPMENT IN CONTAINERS. 15. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. N4. DESCRIPTION OF REVISION DATE CITY APPRdvEO 0 DO NOT USE RFDWooD. CITY OF RANCHO CUC_Al ONGA CONSTRUCTION /PLANTING PLAN I SAPPHIRE STREET HORSE TRAIL RENOVATION (SOUTH OF BANYAN STREET) APPROVED BY. DATE: - j CITY ENGINEER RCE. NO.r 22397 � <s. DESIGN RECOMMENDED J.F. Davidson Associates, Inc. ENGINEERING PLANNING SURVEYING -`� ARCHITECTURE LANDSCAPE ARCHITECTURE Lp hr�+ 3880 Lemon Street,Suite 300,P.O.Box 493,Riverside,CA 92502 SHEET DRAWN :714)686.0844 FAX 714-6865954 M ML-6 OF 9 . CHECKED DRAWING NO AM E FILE NO COZ 7- 1 - W.O.# 8810467-02 iS BID ALTERNATE [AI 4" DECOMPOSED GRANITE TRAIL ( INCLUDES RELOCATION OF CONCRETE MOW CURB TO LIMIT OF WORK LINE) 1-7 LJJj -2 rc000c o rtic� i (14,47c s/ EX/S T.) 'rylaV 7yP' . _ Lu1 ---� >J� ►� R� LIMIT OF WORK -9 uj I i 7 LIMIT OF WORK -/ t _ __ _.__.__. ......... I MW Tyo ,♦c• 5' V TYP. M/N. I 7 P L- 9 � T 1 T P TyP - 9 L- 9 TyP co m �K G 2 � r __. w w U) w z cn SAPPHIRE STRFFT w w � � w Z w .� O ( ? z < ..� I � I ♦♦i� CONTRACTOR SHALL LOCATE EXISTING 24" CMP DRAIN ♦♦i, ! PIPES AT THESE ( 2) LOCATIONS, TO ASSURE AT NORTH ♦♦i, LEAST 12" COVER FOR RETAINING WALL FOOTING, Sc' 1 '=10' 00 ♦♦i, ,i PRIOR TO BEGINNING CONSTRUCTION OF WALL. ♦ ♦�i, CONTRACTOR SHALL IMMEDIATELY NOTIFY CITY INSPECTOR ♦♦i, REGARDING PIPE LOCATIONS AND PERTININET FIELD DATA. ♦ LINE OF R�t'•C Rf-/NST.fLLATiDit/ Z<" CMP ,,' Y* RECTAA/GU /C \ OP�iV/N6 C� \ FLOk/ L/NE. I A ,-A uj FL Oh/LINE. -\ n4yL�Gyr g OF T�/E /CENDvED /4C//DAM�etRS �` �` GB B 7V 545 Rel OCATEO /Al 7W/5 .4,CP-A PEM � THE 16.41.05UPe q r(lf1f TECT ANQ/oR CITY /NSPEC TOR. NZcofL GILD COrt/TiPOZ CNAVA4,.EZ �� �� LOW I �� rim` p *f '' 1 r 1 L/M/T OF R0A-'IN57ALLA7/6N NO. DESCRIPTION OF REVISION DATE CITY 0 APPROVED CITY OF RANCHO CUCAMONGA CONSTRUCTION /PLANTING PLAN Lu 1 SAPPHIRE STREET UJ o HORSE TRAIL RENOVATION Q (SOUTH OF BANYAN STREET) r - APPROVED BY: - DATE SAPPHIRE STREET CITY ENGINEER = R.C.E. N0. � ' DESIGN \ ....... J.F. Davidson Aeeoaiates, Inc. RECOMMENDED 4 ENGINEERING PLANNING SURVEYING •i. _ ARCHITECTURE LANDSCAPE ARCHITECTURE Lp w �y } DRAWN 3880 Lemon Street§uite 300.P.O.Box 493,Riverside,CA 92502 F— Z NORTH »� (7141686-0&44 FAX 714-686-595A SHEET Q SC: 1'= 10'-0' * h3h_g MM 7 of 9 CHECKED DRAWING N0. CO Or i, : NO AH DA E FILE NO 602 7-`- 4 W.O. 8810467-02 I BLOCR WALL i. UNTANGLE MATTED IMOTS IT LOOSENING ALL ROOTS AT EDGE OF ROOT /ALL WITH PATER FROM NOSE, 00 NOT CRACK AWT $ALL. 2. PLACE •Wort-PMA' TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OeS£tVATIOR PURPOSES. SHRVt'. HEAD/BUBBLER 1. ATTACH N0. 6 •EYE SCREW TO NACU USE NYLON EX'➢ANDING PLUG ON STUCCO RAIN BIRD 3-LRC WITH YELLOW STRUCTUR£ OR °" ,Lex RISER OR DRILL AND ANCHOR TO Ml1SONRY BLOCK AS REQUIRED. RUBBER CAP SUPPLY ONE KEY 2. NO. 12 WIRE - TWIST CONNECT TO EYE SCREWS - STRETCH TIGHT AND EXTEND HARDSCAPING MtNlnun 1/2" X 1/2" FPT X F EXISTING WALL PER 12 QCV'S INCLUDING HOSE THREADED COUPLING A MIN SG (IVP.) ON WALL . SWIVELS. 3. VINE LOCATION. FINISH GRADE I I FINISH GRADE - INSTALL IN� PLANTER BED ONLY I SCH. 80 PVC N PLE 18" Maximum i 1/2" X 1/ FPT X FPT ��{{(�((y�� i-y7� ^ y THREADS OUPL[NC 3" THICK CHIPPER MVLCR -�li; I� _ i1j 11� CLEAN BACKFILL - SEE SPECS. FOR CONCRETE = d 1N1SH GRADE -_ = l� MATERIAL, 90% COMPACTION R QUl = �` - WALL CURB 2 y EEL " THICK CHIPPER MULCH M E R"' BRASS NIPPLE SCREW LCLAMP T _ 3 E l!ij !I �` 1 BRASS 90° STREET ELL MINIMUM (3) PLACES �� = I NON-PRESSURE LATERAL LINE = I L _ BRASS NIPPLE - 6" LONG i4 REBAR STAKE • 1' SCN. 80 PVC NIPPLE I, _ _ SNAKE PIPE IN TRENCH ° (24" LONG) t BRASS 90 STREET ELL I = SCH. 40 PVC 90' STREET ELL c 59I'I; Gull -'GROW-POWER' PLANT TARS ►FR ELEVATION VIEW SCALE 1/2w MAN UFACTURER'SREC0MMEdNDAT10NS -��•• = Ill 90' STREET LL: E l!I1 --BACKFILL MIX PER SPECIFICATIONS - } --CONTROL MIRES • BUNDLE AND TAPE AT +s' O.C. AND INSTALL ADJACES. _ � J. nil CONTAINER PLANT ROOT BALL Ilia _- TO PRESSURE SUPPLY UNE T r , II 1I E �I j, r. 1 L s PLANT PIT TO BE (2) TIMES THE ,' i '! �• �(1 = I - �►.��- �1� ��� - 1111 L J WIDTH OF THE ROOT BALL { lt" 111;1 rL•1�I Ij PROVIDE 2" OF CLEAN BACKFILL -,i - NON PRESSURE LATERAL BELOW THE BOTTOM OF THE ROOT LINE AND UREFITTING BAILPRESSURE SUPPLY LINE: scE,.ao+cL.ats WALL FOOTING -NATIVE Sn:L t2'TYPICAL SNAKE PIPE 1N TRENCH _ NOTE r • PRESSURE SUPPLY _ 1. SE TEFLON TAPE ON ALL THREADS • NOTE. LINE FITTING 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90• CHANGES IN DIRECTION. PRESSURE SUPPLY LINE N VINE ATTACHMENT V CONTAINER PLANTING H TYPICAL TRENCHING E QUICK COUPLING VALVE WITH ME TAL STAKE B TYPICAL SHRUB/BUBBLER RISER • ASSEMBLY ROUND CONC. VALVE BOX b COVER MARKED "IRRIGATION GATE" Nott - "CHRISTY" FL8 BOX & FL8D LID (OR EQUAL) 1. LOCATE HEAD 2" FROM WALKS, CURBS, MARDSCAPING, MOW STRIP, HEADER BOARD, AND " LAWN R EDGE OF LAWN. 3" IN PLANT BEDS FINISH GRADE 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM AIL PROPOSED TREE LOCATION BUILDING/STRUCTURE STRUCTURES IN SHRUB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COYER AREAS. e MEUC-1-ii ENCLOSURE �� 1� - ,�i��I�� 3. USE TEFLON TAPE ON All MALE THREADS. r -ELECTRIC METER - ' ,�IIIII 1. INSTALL HEADS WITH INTERNAL (HICK VALVE AND/OR PRESSURE COMPENSATING FEATURE AS COLOR CODED MAP FOR VALVE t Tt PER THE IRRIGATION PLAN r LOCATION INSIDE (PER. SPEC'S.) +I} t #�' 'III� IJ2" ABOVE FINISH GRADE POP-UP SHRU5 HEAD RAINBIRD ISC (PLAN SIZED) Z /i qi III WALL MOUNT CONTROLLER- 3E MOUNT WITHIN ENCLOSURE. � = I FINISH GRADE DOUBLE STAKING --. X-120 VOLT WIRE IN RIGID STEEL CONDUIT (PER LOCAL CODE) F r - L lK• � ---- ; Illi) I '! li� c t ON-OFF SWITCH AND 110 VOLT 3 Wt •• I1 " ? ' t ti" V.I.T. twist brace. flanges nailed t0 _ EXTERIOR OUTLET TO BE PROVIDED BY BRASS GATE VALVE ij j,' II yF i 'I r 1 I II I l; 1 I E 3 I .-. 1 k>dgepole pine stakes with yaly, roofing Waits �� CONTRACTOR. �I I Z, WITH BRONZE HANDWHE'L - -- I ALL MISSES IN .�� LOCK NUT ; � IIILII U TL4zr ^FrA5 TO I 2" din. lodgepole pine stakes 10' long (2) Iw I COlD10N MIRE/CONTROL WIRES _ nl` with wood Preservative stain, stake a minimum FINISH SCM. 80 PVC CONDUIT 11 t = l AWNING/BUILDING OVERHANG biAVE L*FboR' II p GRADE Of It" into undisturbed soil and align stakes 8,1 2' X J' X 4" CONCRETE FOOTING q �\ 6GR�S 0 I parallel to center line of strC3t. (use 12' MIN. Z II�IIIr• :c b c"-�� w o'Y 3/4" WASHED CRUSHED `z HARDSCAPING p j 1NSTALL A MINIMUM OF 3" ABOVE uo ^ ♦\ '� ^�rD r"L. I( stakes ffs Tor E Capv�cE�)pi�PEttNDTOIIE T VATCO{6 c GRADE AND SLOPE TOP TO DRAIN . o` 00 Oo• • �a • tl II \ r I r _ RIVAL�/l-j(� 1 +• �I AT A MINIMUM OF 2% °o - • ;,,f I AGGREGATE BASE _ \� �' 1 rl •t /4 gravel backfil� � SCH 80 PVC NIPPLE \• �� r l - (MINIMUM 4" LONG) .r Ildrhl - 41 iliE _ OF 12 DIRECT BURIAL WIRING TO Ifil It�_ - jllll MARLEX 90' STREET ELL ,. tl finished grade _ I _- II - - VALVES: BUNDLE AND TAPE EVERY SCH BO PVC NIPPLE IS FT. O.C. INSTALL WITHIN MAIN SCH 40 PVC MALE ADAPTORS e' • SCH 40 PVC TxT 90' ELL S E)tep root or equal control planter -� LINE TRENCH. (6" LONG) • t � 22-29- 18-P where required Or approved REFER TO DETAIL NO. RO T L !q L181 NOTES: IL -Backfill free of rocks 3" in din. or 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES NOT€: s greater LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION \ FINISH: 2 COATS LICIITBiFu: SEMI-GLOSS ENAMfL.COL.0nT0I1[ Al "P0VCDI3YCITY, 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. `-NDN-PRESSURE LATERAL LINE B FITTING 2. COMMON WIRE TO BE 11HItE AND CONTROL WIRE. TO BE RFD IN COLOR. NOTE: 3. NO SPLICES SHALL BE MADE BETWEEN CONT.IOLLER AND REMOTE CONTROL VALVE. MARt[X 901 STREET ELL I TrIGE ROOT IIALL OiAt-_T n I FERTILIZATION 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL ' 1. MINIMUM CLEARANCE: 6'-0" FOR 5 GALLON - 36" BOX TREES F� VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE, 10'-0" FOR 48" AND LARGER BOX TREES GRO-POWLR GRAM PLANTING TABLETS SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR (OR FOLIAL) ON TAE3L_FT PER MANt)F. SPECS. CORRECT VALVE SEQUENCE. 2. IN All CASES WHERE TREES ARE 6'-0" OR LESS FROM ANY STRUCTURE, AWNING, OR S. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV - FOR FUTURE USE. HARDSCAPING, INSTALL TREE WITH "DEEP ROOT" BARRIER SYSTEM PER MANUFACTURER'S SPECIFICATIONS. M TREE SPACING REQUIREMENTS J DOUBLE STAKED TREE G PEDESTAL MOUNT SPRINKLER p GATE VALVE- 311 or smoiler A POP-UP SHRUB SPRAY/BUBBLER CITY OF RANCHO CUCAMONGA #605A CONTROLLER rGTL. CONC- VALVE BOX I C.I. COVER MARKED 'IRRIGATION RCV' ` k- 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. 'CHR ISTY" BOX { LID � • 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE (2) COATS OF REO PRIMER AND (1) COAT EXTERIOR ENAMEL - COLOR AS SELECTED BY LA,(DSCAPE ARCHITECT. TO SPRINKLER - ANGLE PIPE TO HARDSCAPING SPECIFIED DEPTH WITH 45' ELLS 3. WHEN UNIT IS NEXT TO A STRUCTURE (le. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. !,r✓ SCH 40 PVC MALE ADAPTOR -----------------0-1--BACKFLOW PREVENTOR ASSEMBLY tii 1 + SCH BO PVC 1lIlON '" • ' C ; BRASS NIPPLE - TYPICAL (4) PLACES BRASS NIPPLE - } 'I r 'SNAP-TITS' WATERPROOF CONNECTORS c I BRASS 90' ELL - TYPICAL (2) PLACES I' IN LAWN AREAS -- • , II ELECTRIC CONTROL VALVE 3' IN PLANT BEDS I 111 j --------------- BRASS NIPPLE FINISH GRADE IllYu n, BRASS WYE STRAINER WITH 60 MESH MOREL SCREEN tilill". II I Cl l K I _ CLEAN BACKFILL - SEE SPECS. FOR --PIG TAIL EXPANSION i MATERIAL, 90; COMPACTION REQUIRED = BRASS UNION - TYPICAL r-12" THICK x 12• WIDE CONCRETE PAD r 'I', .,,; . I LOOP (MIN. 24' LONG) I 1 I i (2) PLACES (LENGTH VARIES PER MANUFACTURER) _ CITY 12. 1 - NO. DESCRIPTION OF REVISION DATE • SLOPE TO DRAIN AT MINIMUM ti r ANGLE- �(II II VALVE M/UNI 08E APPROVED. v ♦ II- SAND ON FROM WATER SOURCE FINISH GRADE �l FLS 'F I o NON-PRESSURE LATERAL LINE SLEEVE _ CITY OF u jl BRASS NIPPLE RANCHO CUCA MONGA SIZE TWICE DIAMETER OF NON-PRESSURE 4 0 - - \ I i1i11 \ / Ulf-, LATERAL LINE v "" �r `�° �✓� '(� C 3/4• WASHED CRUSHED EQUAL =$I 11CONTROL WIRE SLEEVE - SIZE PER PLAN I� AGGREGATE INSTALL ADJACENT TO PRESSURE SUPPLY IBJ --- I( f N Iicl E TAI HEFT _.: III ,�:� I • "ik a - BRASS HIPPIE - TYPICAL �- 3.111' #I�I -_ �I _ LINE Ili -- -SCH 80 PVC NIPPLE --r-- ,ili - i t .... I� (2) PISCES NOTE: VIIIHl_`�i ILII! !Iii 17l =!!iSAPPHIRE STREET = 12'x12'x12' CONCRETECONTROL i COMON WIRES` t = PRESSURE SUPPLY LINE SLEEVE - SIZE _ i I - COMPACTION THRUST BLDCKS - TYPICAL REQUIRED (2) PLACES MORSE TRAIL RENOVATION TWICE DIAMETER OF PRESSURE SUPPLY 1, SCH 40 PVC SxSxT TEE PRESSURE SUPPLY LINE 1. All. SNRI�S/GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS LINE o - � _ SCH 40 PVC MALE ADAPTORS OTHERWISE INDICATED ON PIANS: SEE LEGEND FOR SPACING REQUIREMENTS. 6" TYPICAL T . I " o O . TYPICAL (2) PLACES (SOUTH OF BANYAN STREET) NOTE: NOTE: V �11tII v 4� LINE TO SYSTEMS 1. INSTALL CONTROL VALVES A MINIRJM OF 12' FROM STRUCTURES OR HARDSCAPING. APPROVED Y. �-:1-7--=PWASS 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. � B - DATE. 1. ALL SLEEVES TO BE SCH 40 DVC. - I'�I Ll 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CITY ENGINEER R.C.E. NO. ZZL27 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. I0• ELL - TYPICAL 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. DESIGN RECOMMENDED !I C'° (2) PLACES S. ATTACH 'CHRISTY' VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND J.F. Davidson Associates, Inc. VALVE NUMBER , TO CONTROL WIRE. AT ENGINEERING PLANNING SURVEYING LP CAL SLEEVINGARCHITECTURE LANDSCAPE ARCHITECIURE &_�HRUB GROUND COVER Oi4L � REDUCED PRESSURE BACKFLOW C REMOTE CONTROL VALVE WITH DRAWN 3880 Lemon StreeLSurte3oo,POBox 493.Riverside,CA92502 SHEET ;714)6860844 FAX 7 1 4686-5954 SPACING PREVEN CER SHUT-OFF VALVE 81 UNION MM �-'8 OF 9 CHECKED `-REE-NOGE�� DRAWING NO FILE NO W.O. #8810467-02 ' D r - ,'� n I 90* 3 I i I 2 i 2% yo � I r 11iIII ' i vAll� I I � � . : 8 _ :__dull • mo i 2(A _ r --� _ 9" 6 I h � ' 111• ` _ III I, /•/, • - I•• /\, ' , . •1"/,_ � - . - IIID 4,_ oh . y b o• ' I;11 LEGEND: 1. 1/4w DIA. GALV. AIRCRAFT CABLE CONTINUOUS SECURE WITH 1. �/vorvE fir iPEt//S/cWS� NOTE: TURN BUCKLES. 2. Ory 7 Ie-e aECaMw5�0 6,r/1/,Vjjf �T�ts/�> 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3J8" BITUMINOUS FELT EXPANSION JOINTS 2. 2" SQ. POSTS AND EXTENDERS AT 31-Ow ON CENTER (9 GA. ) 3. EXISTING STORM DRAIN. 3. 1" X 2" RAILS (9 GA. ) TOP AND BOTTOM. 4. 9'+0" HIGH W.I. FENCE + SEE SECTION B-B. AT EACH END IN PLANTER 4. 1• X 1" PICKETS (9 GA. ) 6" ON CENTER. 5. DAYLIGHT 4" DIA. PVC DRAIN PIPE. SEE PLAN FOR LOCATIONS. • 5. FINISH: 2 COATS LEAD PRIMER 6. 12" X 6' X 50' CONCRETE FORMED RETAINING WALL. ��IN D.G. 2 COATS MED. GRAY ENAMEL 7. APPROVED BACKFILL: COMPACT TO 95%. 11' IN PLANT BED 6. RIVER ROCK CULTURE STONE CAP AND FASCIA (FONTANTA 8. REBAR: (HORIZ. AND VERT. ) #4 AT 12" Q.C. B/W. CONCRETE MOW CURB - RADIUS EXPOSED EDGES MASONRY) . - 9. 1 CU. FT. 3/4" AGG. CONTINUOUS WITH 4" DIA. PERF. PVC AND FINISH PER PLAN w _ 6w 7. 4 THICK D.G. + SPREAD IN TWO+ "2 LIFTS + COMPACT TO 90%, DRAIN PIPE. WRAP WITH FILTER FABRIC. 8. 5+1/2" X 24" CAE, INSERT POSTS AND POR-ROCK SOLID. 10. REBAR: (HORIZ. AND VERT. ) #4 AT 12" O.C. B/W. FINISH GRADE 9. 12" X 6' CONCRETE RETAINING WALL. REFER TO SECTION A-A. 11. 2:1 SLOPE FINISH GRADE. 10. NATIVE FILL COMPACT TO 90% 12. RIVER ROCK TO/ {F.4cE OF/WILL, (SOURCE: ON SITE ). ' o s I( #3 RE-BAR CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) Ili 4 ; CONCRETE PLANTER CURB FENCE DETAIL RETAINING WAL.L,. E C SECTION 13_13A SECTION A-A 8 •-0" O.C. " I S"xSw PVC POST 2"x6" PVC RAIL 70 FTMOUNTING BRAC, ---Q90 _ --- - �� PVC FENCE POST CAP , ,- -- EVERY POST -0-- OUTSTOE OF FACE OF CURB I . .: :: • yr- ,E.� � �I = III � - ` I =- I I� `• •.++-�ctLt i I I I I (I I I I I� '° • ii - - _ - .• � Imo!-�E,1•r �_ � 5"x5" PVC POST •� Iz MIN. 2"x6" PVC RAIL o _ NOTES: 1 .•'° r Iii (II�� POSTSELOCATEDRY DAT CHANGPVC S S OF DT AND IREC V CN NO. DESCRIPTION OF REVISION DATE CITY APPROVED. ARE REQUIRED TO BE FILLED WITH 64 ((o (D s CONCRETE. Qo RAICALSp ALL POST i ENDS OF EXPOSED CITY OR RANCHO CUCMI ONGA : 3. ALL MEMBERS SHALL BE PVC FENCE c AVAILBLE FROM COUNTRY ESTATE FENCE I OR APPROVED ALTERNATIVE. - CONSTRUCTION DETAILS r RAILS SHALL BE ORIENTED IN TOWARDS TRAIL. 1. Core 3-1/2" dia. hole in curb face to let-in 3" dia. galy. drain pipe. 2• FINISH GRADE SAPPHIRE STREET 2. 40 thick decomposed granite horse trail with 21 min. slope. MINIMUM HORSE TRAIL RENOVATION 3. 3" I.D. Sch.► 40 gale. drain pipe. Install prior to installation of �� a• :;,° ; . concrete maw curb and D.G. Refer to plan for location. ; ! o °, (SOUTH OF BANYAN STREET) �;.•• A" APPROVED BY: _ DATE: s� 4. 6" x 10" concrete mow curb. Install after drain pipe. N ° r �� SECTION ' CITY ENGINEER RCE. N0. 4-2 S. 3" thick shredded mulch ground cover. Refer to Planting Legend. DESIGN RECOMMENDED CORK. FOOTING -/ 12" J.F. Davidson Associates, Inc. 6. 10" x 10" concrete '!rain basin with cast ironrate b Pre-Cast Products AT EVERY POST - AT ENGINEERING PLANNING SURVEYING L �I Y ARCHITECTURE LANDSCAPE ARCHITECTURE CATCH BASIN DETAIL (818-241-V484) . Set 20 below top of mow curb_ DRAWN 3880 Lemon StreetSude300,P.O.Box 493,RiverEfae,CA92502 D be "17-11-L"17-11-L w/cove TO VA 7,-W SLE✓ o,- AI/,--- ,NVE,�r PVC FENCING DETAIL M M (714 W-0844 FAX 714-686-5954 SHEET 5954 H �Q 7. Igstall drain box within a min. 2" of concrete. Compact around box to 858 B L-9 OF with native soil. CITY OF RANCHO CUCAMONGA # 1010 CHECKED N0 DRAWING No. LL Atj D T FILE NO W.O. 4 8810467-02