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SKEET OF DEVELOPER / OWNER - L. ANDSCAPE ARCHITECTURAL PLANS DIVERSIFIED ' PAGIPIG HOMES. LTD. 10390 COMMERCE CENTER DR. #200 RANCHO CUCAMONGA. GA 91730 cr .1972'��--nuQ &WIENUIE C909) 481-1150 L&N[D8C&[P1E e M71ENz e ID MOD VICINITY MAP GENERAL NOTES SHEET INDEX TH15 WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SMALL CARRY WORKMAN'S COMPENSATION. PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY USA AT 1-800-422- 4133. A PERMIT TO EXCAVATE MAY BE REQUIRED. EXERGI5E CAUTION IN EXCAVATING AND WORKING NEAR EXI5TNG UTILITIES. CONTRACTOR SMALL BE RESPONSIBLE FOR DAMAGES TO L-1 COVER u j UTILITIES WMIGM ARE CAUSED BY MIS OPERATIONS OR NEGLECT. L-2 IRRIGATION PLAN L-3 IRRIGATION DETAILS p 3 Q 1. An Encroachment Fermat shall be obtained from the City Engineer prior to commencing arty wok. L-4 PLANTING /IRRIGATION SPECS Qcfl 2. AN work shall be performed according to current City standards and the Standard Specifications for Fub(rc Works L-5 PLANTING PLAN J O Construction. L—G PLANTING DETAILS (� W 3. At the conclusion of rough grading. an agronomic soils report shall be furnished to the City Inspector and all such 4 0- recommendations form such a report shall supercede soils amendment recommendations shown on the plans. -IICs LAND AVE. 4. Upon completion of installation. a maintenance period of one hundred and eighty C180) days is required prior to final SE sT. acceptance of the work by the City. Maintenance shah include mowing. weeding. irrigation. pruning. raising tree root bads ETOL aye which settle below grade. fertilizing and applying such sprays as are necessary for proper care and upkeep. Maintenance also includes all repairs. replacement, cleaning and adjusting necessary to keep the irrigation system in good working order 1 TN ST. with proper coverage. Commencement date for the maintenance period shah be approved in writing by the City Inspector. Maintenance period shah be adequate to verif y plant characteristics and establishment. 5. One controller chart shad be provided for each controller. Controller chart shag be the maximum size the controller door will allow and show the area covered by the automatic controller. The chart is to be a reduced drawing of the actual as - built system. Mowever, in the event the controller sequence is not legible when the drawing is reduced. it shag be enlarged to a size that will be readable when reduced. The chart shag be a black line print and a different color shag be used to show the area of coverage of each station. When completed and approved by the Public Works Inspector. the chart shah be hermetically sealed between two pieces of plastic. each piece berg a minimum of 20 mils. thick. The chart shah be mounted using Velcro or approved equal type of tape. These charts must be completed and in place prior to f inarl acceptance of work by the City. G. 8' or G' wide x G" deep concrete mowstrips shall be provided between all shrub/groundcover areas and turf areas. Mowstrips shag also be provided beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. MAINTENANCE RESPONSIBILITY MAP CONSULTANTS ---J 7. Sidewalk layout is conceptual only. Approval of the final sidewalk layout shag be made n the field and adjusted as necessary to meet field conditions as approved by the Public Works Inspector and Project Planner prior to final construction. ALLARD ENGINEERING — -- --t --�- -- -� -- •- — ~- S. Application of any chemicals shall be by State licensed personnel. AN pesticide applications require P.G.A. recommendation. 6101 CHERRY AVENUE _ 9. No trees shall be planted within three C3) feet of curbs. unless otherwise noted. F O N T A N A . CA g 2 3 3 G LMD ARE,a, 10. AN trees are to be located= ten feet from any street Nght. power pole. or reinforced concrete box five feet from any drive Cg09) 899-5011 approach. fire hydrant. underground structure Ce.g. catch basins, vaults) and sewer lateral or clean-out; and three feet from any water meter or sewer line. CONSTRUCTION NOTES FOR STREET TREES 1. All STREET TREES ARE TO BE PLANTED IN ACCORDANCE VTM CITY STANDARD - PLAN. 2. ALL 5TREET TREES SMALL BE M.ANTED AND STAKED ACCORDING TO CITY _ STANDARD PLANS. AS PROXIMITY TO MAR05GAPE DICTATES. 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC 5OL5 • I REPORT SMALL BE FURNI5MED TO TME CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 501L • AMENDMENTS. A5 DETERMINED BY TME CITY INSPECTOR. 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 47 ENGINEERING DIVISION. 5. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLAN5 ONLY. OF REVISION DATE CM c O"ovm .. .. s G. ROOT CONTROL BARRIERS ARE NOT REQUIRED uNLE55 OTHERWISE NOTED. C I T Y OF R A N G�t O G U G A M O N G A DIVERSIFIED PAGIPIG LANDSCAPE QUANTITIES ' LEMON AVENUE LMD .. TRAGT #15720 TOTAL ACRES IN ROW= .03 AG. 4 RANG1-10 GUGAMONGA 5QUARE Ic00TAGE= 1435 51<. JTOTAL -- TOTAL 5MRUB5 BY SIZE= 48— 5 GAL., 7G— 1 GAL. COVER SHEET �• TOTAL GROUNDGOVER= 0 5F. WNOSWE ARCHRECT APPROVED BY DATE .. .. .. TOTAL MARDSGAPE= G81 SF. CSIDEWALKD X12 > °N AVE CITY ENGINEER S R.G.E. NO. i 3 =- _ TOTAL TREES BY SIZE: s-15 cu. LAGERSTROEM x. FALXW 15Loxr - RIVERSIDE CALMRI1IA '�- y Desr-mm BY MPR KGOMMIM= 92501 DRAWN 01 MPR sFfC[T L-1 G LIC. /1512 �l.�l °° • OF OF CAS o, GWCAI D BY DRAWING NO. L. FAX (909) 886—SM 4V me No. IG03- SKEET OF N89°5595511 E 9 B0 a I I TION LE ENLD 1M Wit"', m STUB OUT IN A 55F-1L1-1fL E BOX THE FOLLOWING: ELEVEN (11) CONTR WIRES ONE (1) COMMON WIDE ONE (1) SPARE WI (COLOR TO BE ORANGE) PosseLE. PLACE PRE55URE it BACKFLOW. REPLA TEE OUT OF EXISTIN FLOW SENSOR AND LOCATION OF NEW C CITY AND A REPRE NOTE: ALL PIPE AND RELATED FITTMGS BEiILEEN WATER METER AND BACIq-LOW SHALL BE PER GCIID STANDARDS. SYMBOL MANUFACTURER - MODEL NUMBER PATTERN RADIUS PSI GPM DETAIL REF REMARKS EST SST CCWD of Highest Phone Number 909.483.7440 QE RAIN51RD 1812-SAM-PRS-I5E5T END 4x15' 30 bl 1 Water Meter Elevation 1 P.S.I. Loss Elevation Difference SHT L-3 Remote Control Valve # QS RAINBIRD 1812-5AM-PR5-I566T SIDE 4x30' 30 Elevation of Highest Head 121 12.00 Q�t i _ Size Item in P.S.I. Loss SNT L-3 5.00 4.90 1 1" R.P. Backflow Device 15.00 Press. Reg. (fall-off) 2.50 1 1-1/40 Master Vavle w/ Flow Meter 13.30 1 1-1/4" Ball Valve (s) 0.25 1.00 1 1" R.C.V. Assembly R.C.V. Assembly 2.50 85' 1-1/4" Main Line 85' 2.31 Z CALSENSE ETI -12- WITH ONE ANTENNA PORT (ANT -1) SNT L-3 - - Main Line U EXISTING IRRIGATION WATER METER 25' 1-114" Lateral Line Loss - 0.80 2" FEBCO BACKFLOW PREVENTER MODEL " 825Y -5V, IN AN ALUMINUM THEFT RESISTANT CABINET SHT L-3 AS PER CCWD SPECIFICATIONS 30' 1" Lateral Line Loss RAINBIRD EFB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN 150 EFB-PRS-CP SHT L-3 SET PRESSURE 035PS1 H NIBCO BALL VALVE 1-1/4" T-585-10-66 w/ STAINLESS STEEL HANDLE SHT L-3 3/4 ■ ■ ■ 1-1/4" SCH 40 PVC PRESSURE SUPPLY LINE, USE CLS 315 FOR 2" AND LARGER SHT L-3 0.00 1" SCH 40 PVC LATERAL LINE, SIZE PER PLAN SHT L-3 Min. FS FLOW SENSOR, CAL SENSE DATA INDUSTRIAL 220P SIZE: 1 1/4" SHT L-3 Total Pressure Required: NOT SHOWN OF DIRECT BURIAL CONTROL WIRE 12 GA. COMMON / 14 GA. PILOT SHT L-3 Fittings Loss (107 *Residual Pressure: RAIN51RD 33DNP (1") QUICK COUPLER SHT L-3 Elevation Change +/-) 2" MASTER CONTROL VALVE - SUPERIOR 3100 N/O ELECTRIC DIAPHRAGM GLOBE VALVE SHT L-3 SB SPLICE BOX SHT L-3 30.54 PRPRESSURE REDUCING VALVE WILKINS 500HR, MATCH EXISTING MAINLINE SIZE. SHT L-3 SET ,9 65 PSI -ft •e EXISTING MAINLINE, CONTRACTOR TO DETERMINE SIZE Total Pressure Required: 55.04 60.54 /-STATION SIZE -CIF" SQUARE FOOTAGE IRRIGATED M, s © .. 3ULATOR BETWEEN EXISTING WATER METER AND EXISTING BACKFLOW WITH NEW FEBCO (SEE LEGEND) MAINLINE AFTER NEW BACKFLOW, THEN INSTALL %STER CONTROL VALVE AND NEW MA INL INE. LSEN5E CONTROLLER TO BE DETERMINED BY THE TITAT I VE OF CALSENSE. NOTE: ALL PIPE AND RELATED FITTINGS BETWEEN WATER METER AND BACKFLOW SMALL BE PER CCWD STANDARDS. IF IW' or K' O PRESSURE CALCULATIONS AUTOMATIC CONTROLLER TO BE GALSENSE ET7-12 DTR2 W/ANTENNA FORT INSTALLED WITHIN A STRONG BOX (SB) 249S/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA FORT CEPDXY-FILED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL GAME. SYSTEM SHALL Be OPERATIONAL PRIOR TO THE CITY'S ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE DIRECTED BY A REPRESENTATIVE OF THE CITY. TME CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE GONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK -UF FOR THE IRRIGATION CONTROLLER. ELECTRICAL CONDUCTORS ADD METER TO BE PROVIDED BY SGE. COORDINATED AND PAD FOR BY THE DEVELOPER. MAKE PONT OF COMM IMMEDIATELY DOWN STREAM OF IMSTNG POTABLE WATER METER. COORDINATED AMC) PAD FOR BY THE DEVELOPER. EXTEND NEW TYPE 1V COPPER PIPE COR AS PER LOCAL 0=3 ADD INSTALL A REDUCED PRESSURE BACKFLOW FRLVENTCR (TYPE AND SIZE PER PLAN) WITHIN AN ENCLOSURE. INSTALL FRESSURE REGULATOR IF REQUIRED. 9ACIRLOW PREVENTION DEVICE SHALL K INSTALLED WITHIN A STRONG BOX CSO) SWC - 30 AL ALUMINUM M ENCLOSURE. AND SMALL K INSTALLED PARALLEL TO THE STREET AND SGREMED WITH SHRUBS WHENEVER POSSIBLE. TYPICAL POINTS OF 001111TLON CONSIST OF A NEW WATER METER FOLLOWED BY A PRESSURE REGULATOR OR PUMP CIF REQUIRED). FOLLOWED BY A BAGKFLOW PRMNTER DEVISE. FOLLOWED BY A FLOW METER. FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQLVMENT PER CITY STANDARDS AND SPECIFICATIONS. MANUFACTURES RECOMMENDATIONS ADD LOG& GORES. ACTUAL LOCATION OF THE EQUPMENT TO BE AS DRECTLD ON SITE BY A REPRESENTATIVE OF THE CITY. INSTALL ONE M SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE MV) ON EACH BRANCH. FIGTAL EACH ORANGE WIRE AT THE ENGLOSURE. INSTALL TERMINAL STRIPS N ENGLOSURE FOR IRRIGATION WIRING. ROGATION SYSTEM 15 BASED UPM A MAXI'RUM OF 2 INCHES OF WATER PER WEEK CGROUDDCOVER/SMRUBS) APPLED FOR 8 "OURS A NIGHT/S DAYS A WEEK BETWEEN THE HOURS OF 100 P.M. TO BOO A.M. ONLY ONE VALVE PER CONTROLLER SMALL OPERATE AT A M. WHEN VERTICAL ODSTRUCTKWS CFRE HYDRANTS. STREET UG"TS. TREES. ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE. THE IRRIGATION CONTRACTOR SHALL FOLD ADJUST THE SNRNKLZR SYSTEM BY INSTALLING A QUARTER GRCLE OR HALF CIRCLE $PI I M" HEAD ON EACH SDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CTI'. CONTRACTOR SMALL VCRIFIALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTIONS IMMEDIATELY TO THE CITU'. WATER TO THE IRRIGATION PROJECT WILL K PROVIDED BY CUCAMOIGA COUNTY WATER DISTRICT. STATIC WATER PRESSURE OF 110 FSI WAS OBTAINED 1/2.3/17 FROM RUSSELL ENGNMMG TECHNICIAN WITH THE CUCAMONGA GOUNTY WATER DISTRICT. TELEPHONE- C1O1) 187-2911. FLOW SENSOR N=S- IL OTESIL FLOW SENSOR SHOULD K INSTATED 94 -LM ONE AT EACH FOG. WITH '20' DIAMETER OF SENSOR -SIZED PPE UPSTREAM OF FLOW SENSOR AND 'B' DIAMETER OF SENSOR -SM LD In DOWNSTREAM. sq 1' SENSOR NEEDS 10" OF 1' PVC UPSTREAM AND B' OF V PVC DOWNSTREAM. NOTE- UNINTERRUPTED OTE- U I N1YRRUPTED ME. IL FLOW SENSOR SHOULD BE INSTALLED '10" PTL DIAMETER UPSTREAM OR DOWNSTREAM OF ANY VALVE. FITTING. METER OR BACKFLOW DEVICE. 3 WIRES FROM FLOW SENSOR TO CONTROLLER SHOULD CONSIST OF ONE CD BLACK AND ONE (1) RED STANDARD *14 IRRIGATION VALVE WIRES. 4, ROW SENSOR SHALL BE HOUSED N A VALVE BOX AS PER STANDARD CONSTRUCTION DETAIL NO. 916, AND HEAT BRANDED WITH THE LETTERS T.S.' 2' HIGH. B. CONNECT PER MANUFACTURER'S SPECIFICATIONS. Water Meter # Elevation Static Pressure Source of Information Phone Number Date of Information Water Meter # - Size 1" Elevation - Static Pressure High 110 Low 100 Source of Information CCWD of Highest Phone Number 909.483.7440 P.S.I. Loss Date of Information 1/24/97 HGL Mean Elevation (static psi unknown) Qty. Water Meter Elevation - P.S.I. Loss Elevation Difference 0 x 0.433 0 Remote Control Valve # 1A Size 1" Maximum Demand 51 gpm (21 gpm (sta 1A) + 1" Elevation of Highest Head - 30 gpm (Ex. Area)) 12.00 Q�t i _ Size Item in P.S.I. Loss 1 1-1 /2" Water Meter 5.00 4.90 1 1" R.P. Backflow Device 15.00 Press. Reg. (fall-off) 2.50 1 1-1/40 Master Vavle w/ Flow Meter 13.30 1 1-1/4" Ball Valve (s) 0.25 1.00 1 1" R.C.V. Assembly R.C.V. Assembly 2.50 85' 1-1/4" Main Line 85' 2.31 - - Main Line 2.31 - - - Main Line - - 25' 1-114" Lateral Line Loss - 0.80 30 3/4 Lateral Line Loss Main Line 1.00 30' 1" Lateral Line Loss 25' 0.60 _ _ Lateral Line Loss 0.80 - Fittings Loss (10%) 3/4 4.14 Elevation Change +/-) 0.00 1" Total System Losses: 45.55 Min. PSI to Operate Last Head: 30.00 Lateral Line Loss Total Pressure Required: 75.55 Lowest Static Pressure Available: 100.00 Fittings Loss (107 *Residual Pressure: 24.45 Pre -Set Regulated Pressure (If Req'd): (before Tie -In of Existing Landscaping) Pump Boost (If Req'd): Note: Required Residual Water Pressure: 15-20psi (min) Contractor shall verify the static pressure and meter size at the point of connection. Any deviation from design criteria shall be brought to the attention of the City. all HGL Mean Elevation Water Meter Elevation GENERAL IRRIGATION NOTES - 1. THE RRIGATION SYSTEM DESIGN IS BASED ON TME MN11MU M OPERATING PRESSURE AND THE MAX" FLOW DEMAND SO ON THE ON-SITE IRRIGATION CONSTRUCTION DRAWINGS AT EACH PONT OF CONNECTION. THE CONTRACTOR SMALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFERENGC BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION PONT OF CONNECTION TO THE CITY'S AUTHORIZED REPRESENTATIVE. i PMIS DESIGN IS DIAGRAMMATIC. ALL PRIG. VALVES. M. SHOWN WIMP PAVED AREAS ARE FOR DESIGN GLA09CATION ONLY AND SMALL BE INSTALLED N PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM AND ARCHITECTURAL FEATURES. 3. BEFORE ANY WORK GOM ENGES. A CONFERENCE SHALL K HELD WITH THE CRT S REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WORK. 4. THE CONTRACTOR IS REOUIRED TO TANK ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON TMESE PLANS. ADD HE IS RESPONSIBLE FOR THE PROTECTION OR/AMD ANY DAMAGE TO THESE LINES OR STRUCTURES. S. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF GONSTRUCTION OF THE PROJECT PKA. DNG THE SAFETY OF ALL PERSONS ADD PROPERTY. THIS REQLMRCMENT SMALL APPLY CONTINUOUSLY AND NOT TO K UNITED TO NORMAL WORKING HOURS ADD CONTRACTOR AGREES TO DEFEND AND NCO"" ADD HOLD CITY AND DESIGN PROFESSIONAL HARMLESS FROM ANY ADD ALL LIABILITY. REAL OR ALLEGED. N CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXGEFTNG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. i. DO NOT INSTALL THE RRIGATTOIN SYSTEM AS SHOWN ON THE DRAWINGS WHEN R D OBVIOUS. N THE FIELD THAT OBSTRUCTIONS. GRADE DIFFERENCES. OR DrFERENGES N THE AREA DIME SIGNS EXIST THAT MIGHT NOT HAVE KILN CONSIDERED N THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SMOU D K BROUGHT TO THE ATTENTION OF THE CITY'S AUTHORIZED REPRESENTATIVE. N THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE CONTRACTOR SHALL ASSURE FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE CITY. 7. THE CONTRACTOR SHALL FLUB" AD ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ADD TO PREVENT OVER -SPRAY ONTO WALKS. ROADWAYS. APD/OR BUILDINGS AS KX41 AS POSSIBLE. THIS SHALL NGUAE SELECTING THE BEST DCGIM OF ARC TO FIT THE EXISTING SITE CONDITIONS AND INSTALLATION OF A PRESSURE GOWER ATNG NOZZLE SCREEN CMS) ADD TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING ROW FOR EACH SYSTEM. S ALL POF-U F TTPE SPR1WtM MEADS INSTALLED IN SMRUN OR GROU DOOVER AREAS SMALL K INSTALLED SO THAT THE TOP OF THE SPRRA(LM HEAD IS 1/4' ABOVE FINISHED GRADE. t ALL SPRINKLER HEADS SMALL K SCT PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 10. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SMALL BE FRONDED BY THE DEVELOPER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. M INSTALL ALL PIPE MIATERIALS AND EQUIPMENT AS SHOWN N DI TALS. USE TEPLON TAPE OR TEFLON PPE DOPE ON ALL PVC MALE PPE THREADS ON ALL SPRINKLM SWING JOINT AND VALVE ASSEMBLES. I2. IT D THE RESPONSIBILITY OF THE CONTRACTOR TO FAM1t.l mr MMSCL.F WIT" ALL GRADE DIFFERENCES. LOCATION OF WALLS. RETAINING WALLS. ETC. HE SHALL COORDINATE HIS WORK WITH THE SUE -CONTRACTORS FOR THE LOCATION AD THE INSTALLATION OF PR SLEEVES THROUGI WALLS. UNDER ROADWAYS. PAVING STRUCTURES. M. 13. N ADDITION TO THE CONTROL WIRE SLEEVES AND PPC SLEEVES SHOWN ON THE DRAWINGS. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. Size 1 " High 110 Low 100 CCWD 909.483.7440 1/24/97 (static psi unknown) Elevation Difference 0 x 0.433 0 Remote Control Valve # 1A Size 1" Maximum Demand 21 GPM Elevation of Highest Head - P.S.I. Loss w pressure Qty. Size Item P.S.I. Loss egulator 1 1-1 /2" Water Meter 0.80 0.80 1 1" R.P. Backflow Device 12.00 12.00 1 in Press. Reg. (fall-off) - 5.00 1 - Master Vavle w/ Flow Meter 2.50 2.50 1 1-1/4" Ball Valve (s) 0.25 0.25 1 1" R.C.V. Assembly 2.50 2.50 85' 1-1/4" Main Line 2.31 2.31 - - Main Line - - - - Main Line - - 25' 1-114" Lateral Line Loss 0.80 0.80 30 3/4 Lateral Line Loss 1.00 1.00 30' 1" Lateral Line Loss 0.60 0.60 _ _ Lateral Line Loss - - Fittings Loss (107 2.28 2.78 Elevation Change +/-) 0.00 0.00 Total System Losses: 25.04 30.54 Min. PSI to Operate Last Head: 30.00 30.00 Total Pressure Required: 55.04 60.54 Lowest Static Pressure Available: 100.00 75.00 *Residual Pressure: 44.96 14.46 Pre -Set Regulated Pressure (If Req'd): (after Tie -In of 75.00 Existing Landscaping) 3612 110MON INN AVE RIVERSIDE, CALWORNIA 92501 (909) 781-1930 UC. /1512 FAX (909) 686-19091 N/A� MI.UNi,,r ,lf OF cavi` S�tEET OF 5�tEET OF BA01<FLOW PPEVENTER SfiAL-L• BE S^CKFI.Ow P*EVENTER INSTAL.L.ED 1MTMN /14 ENCLOSUM. ASSEMSILY • = MOCHM SrR7.1 9RASS NiP'PLE - r"I"ICAL _ _ SEE PLAN FOR TYPE. (.) PLACES � EPDXY FLED ROUND C ETCHEDP K *R TIIOON G&iATE COVER � C�LSEHSF / 1 ---- _, BRASS W M - TYPICAL • ( (2) PLACES LL ,�,,,T f al .! (CARSON OR EOUAL) RENDITION OF TYPICAL Eil CONTROLLER INSTALLATION RADIO ANTENNA (ANT -1) 9RJASS NIPPLE < +� n MSN GRADE PIG -TAT. EXPIWSION L" " 24) INSTAUAATiON I ""'^^° I � Shufto Pod CONCCRETEXPAD ( NGT'H VARIES IDLACK -- -- 9RASS MME STRAINER PER SIZE/MANUtrACTURER) WITH e0 MESH SLOPE TO DRAIN AT MiwMUM eTR1GAT10M COiVTROLLlR L- v�LVE - I A" o Fool L E 5As i I •• • MONEL SCREEN 2x , r W ti f y.^J t7L E , torA••eMxR 35• t FINISH CRAOE PLASTIC 1MLVE 90X (CARSON � wfltER►w00P •l: ' }" A[�i1 Ll l E11T W E f7CYE -., _ /IRA NIA he tool .......... _' 8RA SS U1w01M EQIJAI) W/ PLASTIC 1J0. W*+E co/w+Ec-;oNs AS PER ST0 +� '� I t3►Tt VAI -V - 21• oR ��.RO`i-!UV I • + I I //�� �n�� GRADE PLACE 3• iAEK)VE GRADE F.G. szo *I PLACE IN PLANTING AREA I i T vuvES --TMA, - I 9RASS NIPPLE - TYPICJIL i I I " I t 9RASS 9NLL VANE I ,� W1 (2) PLACES WATER I BW t� j '- .. iCOMR[ONI REQ - ! MoAY ETI El i scM 40 PVC MALE ' T Commm 111 -' WX COMPACTION ADAPTORS TYPICAL IREOUIRfD (2) PLACES •luE I i I I T -DTR2 • AA/REs t I 1 e W rE►ER It �� �o MASER CeNTaol 9LACK , vAlrE F ... CAI S1r1Y3E a � LINE TO SYSTEM '3 PER � ST" COMCRETE BRASS W ELL - PtOw TETE" a x'36 x c / TYPICAL PLACES OvRRAt*U1 s ► ?" tUST ROCK (2) DA•Rt $12E AS stow O O 0 p V ,�,, - -- -- aE TER SIZE %D • • • -- � - RM P+PE Ago F>TTMcs sou P� opo sTDs A�T" sA.E DT» CoRnm As •tow re TER slaE I �, I ' MOUNTING TEMPLATE FOR RADA "" O ANTENNA - . I _ _ NOTES: - MRwW 04STAPOCI 2OWNSTREAM 3/4• WASHED CRUSHEp ANT -1 INSTALLATION 1. ALL L !:1 0!AME'ER OF D C N ME TEa SIDE AGGREGATE 9.15E 2. EQUIPMENT T+0 t[ INSTALLED n A tYIMIDgJIE OF 2r FROM ANr STRUCTURE= OR HAROSCAPW.. I UPTED P� MTIt( IM DlltAwC9 UPSTREAM 10. OIAME TER Of FLOW NOTES: I. PNCE AGGREGATE PRiOR TO INSTALLATION OF VALVE 90X. 2. INSTALL CONTROL VALVES A MIN. OF It FROM STRUCTURES OR HAROSCAPi 4. - �-- wATE!! FLM M , 3 7/t8" -+•• }. WHEN UNIT Ts NEXT TO A STRUCTURE (R. 11!MLL 9ULDNNC• ETC•) MOUNT TEST COCKS ON -OPEN OR NON -STRUCTURE SIDE. 4. ORIENT UNIT PARNA.EL TO STREET. METER 512E �E��D P) }, INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PUCE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HAROSCAPINC S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. f - J 32 \ MASTER Flow BACKFLOW PRESSURE WATER S. ATTACH METAL •HALVE !DENTiF!CAr10N TAC *ITH APPROPRIATE CONTROLLER ANO , VALVE METER PREVENTER REDUCING METER S. LOCATE LINrT wIT►nN St�RU� AREN 1AIt+EREEVER POSS+sLE , 1•7'16" 2" 1.19•'3i� • DVAETIC Fff'TMS ARE AFOLWIED FOR CONNECTIONS OF DASD" KETALS. CITY OF RANCHO CUCAMONGA, CALIFORNIA I VALVE NUM9ER. Zy W �"' VALVE / • / Jy CITY OF RANCHO CUCAMONGA, CALIFORNIA CITU' OF RANCHO CUCAMONGA, CALIFORNIA -- -- -- - -- -- - - ""'°""" REDUCED PRESSURE BACKFLOW PREVENTER 'T""""""" a �•' i FLOAT 1dETER INSTALLATION zT.N:..' �� INE Lft: I "IT VALVE STAN""''"" M DiF�Ef� - 3" or smaller tAK VRw VAPIDAM SlotCE•'SCATMIIAB fDR gIBAJC •/aR�Y CDoatRUCTNr ElttT [ M I 36711 LEC MTM ETNA.", VECV1cAt•OwS ►OR ►u" +Oohs COwSTR1.CTyw ;K:' T ' ` 2495 CI', C/Lc•4[R Y^1[! uft Wr►I• Sr..s.M SPtCVlU+10WS TOR OW" �OR�S cOwSr rpw `- • : [ 21953 , 'tEt I SEE SNAP -TRE DETAIL CITY STANDARD DRAWING 520 / CITt [I�J►t1R Dart F� • s TO SPRINKLER - ANGLE PPE 70 SPECIFIED DEPTH MI1TH 4S ELLS SC14 40 PVC MALE ADAPTOR !-- fR-*0P smous r*EAD SE' TC tit • ..*.•f ! ! �. I WIRE SERVICE LOOP (LOOP BUNDLE 6" ENOUGH E TOOEEXTENDW I �-E,,,,L1� ' / SCH 80 PVC UNiON -St1AP-TITLV* CONNECTORS FINISH GRADE i I PAlts 31"0 33 OLAP vA 7 -4 PLPPL.F - HcIeT f tI SPLICE BOX COVER WITH LOCKING TOP ETCHED "S.B� � BRASS OR PVC NIPPLE VALVE R699_R CAP - SUDD_ CNE 4:` Lr I PLASTIC VALVE 901 MARK`p •IRRIGATION RCt - - - � 1- (_. I , ' i �-' (- ""i ( I-, I III-� , PE9 :2 OCr•S INC.UCING "OSE i SwNE_S- 1 STRL'CTJIK_ ^R "AROSCAP•NG to AT GRADE LAWW (CARSON OR EQUAL) ETCHED MYTH CONTROLLER .-_-) _I I�Of -��-i I h•1tt i + I I=1 I _, t F'N•Sr• G•7A;,E - :NSTA._ 44 - IN TER BEDS" AND VALVE SEQUENCE I 11=1 11-I I I I_t I I_ I -PLAN'-R 9E3 ONLY` SE�•I s0 PVC UN101�[ Ir MIN. -1 •,.. 1 I I' - - I '�I I - PLASTIC � � I -I I { I I I - . ... •..• - • •^•_ CI PRESSURE REGULATOR (CARSON OR EOUALFINiSH I -� _" .i • i T • • fill- Ifr I ,-_= -=�f -' _-- II ~ GRADE 1 T X 1 di' GREEN PLASTiC METER i ti„ I I ► f SCM 40 BRASS NIPD•-: :2- =� I- i' I SC•+ 40 BRASS W E_L '4 BOX. CARSON OR EOUAL -- PC TAIL EXPANSION 3' LOOP (MIN. 2+ LONG + ^ PlilrclA►EMEL�KVE - SCH 40 BRASS W STREE- EL. �' I' SCRN STAINLESS wv -L V'31 SCM +0 SSS NIP�L: - \ 'r; MINIMUM (3) PLACiS i 11 is LONG I r FLOW Wf t.ERLJE,�tATRIt>v,t>�» I , - L I 3/4' WASHED A 4Ell-1 SAKE 'o' SCM !30 PVC 9C S-?=- ELL I -i ! ! (2+ .OrvG) 124- j PRESSURE REGULATOR b • CRUSHED AGCREGATE CRUSHED • � • �• .. � ; � • • • .• • . iD • • .• SCM s0 PVC NIPPLE �• SCH 40 PVC Ar1ARL.Ez W STREET ELL 90' STREET ELL I i I ( I PIPE TO 9ACKFLOMI FROM PREVENTOR r Z24VOLT E,E,I ' I ' ' CONTROL t COMMON WAIS NON -PRESSURE LATERAL FITTING MARLEx 90 STREET Ell I I ! I WiRES. TAPED AND BUNDELED AT 15 FT. INTERVALS FLOW -� NON -PRESSURE LATERAL LINE SCM 80 PVC NIPPLE TYPICAL (2) PLACES I 2 CU. FT. PEA GRAVEL - ' ANTI-ORAIN VALVE AS REQUIRED V. BRASS NIPPLE NOTE' • e . •s b' - SCM 40 PAnC SzSXT TEE U111111 PRESSURE SUPPLY 1111E i. LOCATE HEAD P TO r FROM WALKS. CUM. HAROSCAPINC. MOW STMPS. P"EBBL"E SUPPLY UNE FIT-ING 1s I v v b v HEADER SOAROS. AND EDGES OF LAWN. • • • • • • - 1. INSTAILL CONTROL VALVES A MiNIhCUM OF i T FROM STRICTURES OR HAROSCM NG. 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESS�RS SuP�:.. ,.tnE 1 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSRIE.E NExT TO SIDEWALKS. 3. INSTALL HEADS wtTH INTERNAL CHECK VALVE AND PRESSURE I 3. PLACE VALVE SOX AT RiGHT ANGLES TO STRUCTURES OR HARDSCAPINC. COMPENSAnNG FEATURE AS PER THE IRRIGATION PLAN CITY OF RANCHO CUCAMONGA, CALIFORNIA '/ wAs-"� `�"s"ED 4..PLACE AGGREGATE PRiOR TO INSTALLATION OF VALVE 90X. 4. HEAD CONtJECTION AT BOTTOM INLET ONLY NOTES: S• ATTACH METAL VALVE IDENTiFiCATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. APPROVED DYE STANDARD �� 1. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 24 VOLT SPLICE BOX 2. VALVES PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA INSTALL IN 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. CITY ENGINEER DATE UK WITH STANDARD SPECinCATtaa FOR PUBLIC WORKS C0"S ucnoN 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. tr R.cE 24953 SHEET I I 5. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND '"'�" " REMOTE CONTROL VALVE WITH S""°"" ^'" ✓�D�ED ET HI SHRUB SPRAY .-••C.E: 1, 1 :r...s.w� �_.• 1 �`ST�►KEO`PFOR O FI Dci SHUT-OFF VALVE d!c UNION 1711E �r _ -POP MQDIF�ED Oti`TCRF aRE,�S� (r l� - -- -- .--_- __. - - VALVE NUMBER. CITY CY.IKCR Yt1 „((7 f ♦>t I AIiC; [`42495] 01.1 24953 YK •Rfw STW.y SKCM1UIOwS !OR ftMX �OR.S COwSTRYCIO I S0tt• W 1 IA[ MIM tfAnOAAD fP1dr1CAf101b /OR MIEAf1 1061 COwSfRUCT1011 c _ i X2,3 Yid Y'C �fC MAIM 7T.w0.A0 Y[CMK.I�rf EOR hrRlC +ORti3 COwSTN,CT10w Ru 4 - - 24- -- s•RC"c 90 .00E. 40 sa-24ss _o. STAND ALONE CONTROLLER CITY OF RANCHO CUCAMONGA, CALIFORNIA HAROSCAPING I T i AJJT�►,I►�a. +�aT „ APPROVED BY, STANDARD P'LNII •. -T PRESSURE REGULATOR VALVE -_ 11= 11= ► �-- �p�E CITY ENGINEER DATE USE Srltll STANDARD SPEC:IfICAT10NS FOR PUBLIC M'ORKf CONSTRUCTION SHEET) � 1 K R.CE. 24953 ro � .ER � -- - O LCK:A� COOS GROUND ROO 'O K LOCALCOO IN9'ALLEJ NIDE ENCLOS 1E- ON f CON•ROL.iR SIDE i CALSENS! CONTROLLER - ---- - - I MODEL 40 PER PLANS IIII I i -- .1 CALSENSE HARNESS CLEAN BACKFILL - SEE I i I-, i I- I -I + I I -I ! I I I I CRADE \ I u0 VOLT DUPLEX OL,tLET (Gr -CII O' . I = TERMINAL To _ SPECS. FOR MATERIAL 90 : COMPACTION REpUIREO - I i n 3 -I I I I -I I -I p ii i \ �Ii"_� 3'-� i )'CONCRE'[ MIN �! FOOT•NG NS'ALl A Y�N1A/�;AI Xf �� STRIAS I MATCI+ CONTROLLER SIZE ATTACH 1RIR1GATiON N I1- SAND i -I I 1v C u =II(' - CLEAN 9ACACFILL - SEE 3 I- SPECS. FOR TION uL I -I I I 90� COMPACTION REOIIIREO I I I L -J -'_�"'�- TOP -0 AT wr0.wvM JF ZX _ ' lei .If �' I'' I _I . I ' i -' ' I ' I �_ - o -, ;,�_t i i I -a� i I _, GOA.wOM »YIP CONT.OI VIRES M r sc„.•o P C. CoNw1T '��--� REMOTE PIGTAIL MFG (I II PER PLANS FrtLO wraAE1 � � �,, I •" ; DgSGRIPTION OF REVISION ,ATB , -III1 _ _I w - I - _P Su to INE: NON RES RE TERM L SCH 40 SNAKE PIPE N �- _ , .- ' ZO Alf +T+RE nA +foGO STEEL, I i •�- CITY O RANG -HO GUGAMONGA _ 1I TRENCH CgNOurt (PER LOCAL COO[) -90' SWEEP ELL!" �i - I F I-- I I - TO POWER SOE OF CAa1NE' (TYP ) ENCLOSURE MOUNT . =71CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL = ADJACENT TO PRESSURE -1 I I =I 1 I I- SUPPLY UNE t" -i I I - PRESSURE SUPPLY LANE. 1= -! - BCH. 40,, CL. 315 SNAKE I I= i l !- PIPE IN TRENCH -' - i I I (-I I I ANT i ANTEMIA PORT i� , EPpxvFlLt FD �_-� -- ..CAVY Xr. MAIN~[" - OFS;STAMt P TOTO E.EC'RC SM TG+ FOR SFt.RR► ""�" " K" �" 3512 V=ON INN AVE NCtES RIVERSIDE, CAIdI^ORNIA D I v E R S K I E D PACIFIC I -III _ ( -I I II VARES BUNDLE uU�T CONtROt AS REQUIRED PER P/WS i I INSTALL CONTROIIER PER ►SFC vR1NTE0 INSTRUCTIONS AIN, PER IOC AI CODES IOGAtrON TO DE APPROVED 1N FIELD 8r TME CITY INSPECTOR LEMON AVENUE LARD _-I -III-I = -_ =I PRESSURE SUPPLY LINE CONTROL - Irl - AND TAPE AT ' S' 0 C ANS, - I rJ I PR1GR TO CONSTRUCTION 921501 I _III -'III -'I I -I I SLEEVE - SIZE TWICE - I I=l I !- I-1 i 1= DtAmErER OF PRESSURE ' SUPPLY LINE -) i- ! _- _ _ _ -I I NS'A�� ADAC=vT 'o -I - i -- PRESSURE SUPPL , L•NE - , --_: - -- -- -i I i I- =, '_ --I i-1 !-1 -- ' I G►LSENSE COr!*ROLLEII ►Aoocl No L J 1 I RETE" '�SCONTwpL,£R 2 CONTROL woof SEOUENCE TO CORRESPOND TO TME PLAN'S 0ES1GN TRACT #15726 SEOt ENCS OF REMOTE CONTROL VALVES 909 761-1990 _-� i fr tVp PRO`IDE fr^1►� cp �! D gE,DJANG crJr ��I Ssa'�p!►Iv J I I HS'.. .�'oN s I j _ I RUN ONE EXTRA woof ICOLOA ORANGEI TO FARTHEST RCv ON EACM RANGr-t O GUGAM ON GA 3 fen BRANCH OF TMf MA!MI+NE EOR FUTURE USE PIGTAIL EACM ORAhGf �•• 15� NON -PRESSURE LATERAL I BEGIRT •:GALT U L MARE AT t..f ENCLOSURE VOTE PIPING UI�Ei`i RVFWNT SUSCErWE TO TRWPFIC LINE SLEEtiE - SIZE TWICE MAIL DEPTH TO TOP T.�ER R{O1,A.E� P£R PI.r!•S 7- FIN1Sn ( --- B' cRa.NO R00 - 4 COMMON WIRE TO Of WHITE AND CONTROL WIRE TO of RED 04 COLOR TAX cam) baa �°°� IRRIGATION DETAILS F�EFER TO C1TT1 STD NO 120 (24 TO 36 INCISES DIAMETER OF NON -PRESSURE OF PiPNG 8ELOW STRUCTUAL SECTION) LATERAL LINE NoT�; GRADE T SCI+ AO Ca+OE,IT �_�., , , � � i fOFT sEc.R(-• ,.GI+T i`AA N 1. ' 20 +Ol' MIRE N R'G+J i NO SPICES SMALL RE MAGE BETWEEN CONTROLLER AND REMOTE cohTRol VALVES tANDSCAM ARCHITEICT APPROVED BY - DATE i ALL SLEE'•ES TO BE SCM 40 P':C P40 -f «.".Nc - --- I z�-:----_�-_- J�-- s'`EL -_00 :" :'ER 6 All EtFCTRIC�I_ t)FV10ES SHALL 8E GFiOl1►�)Fn PFR LOCAL CODE. 24933 i P'GrA!L AND LOOP CON'ROL WIPE AT 90' GANGES N J1PEC"Ot+ r • I "r Loc.A. ooE, R�GGiCNO 2 EXTEND ALL SLEEVES I Z' BEYOND EDGE OF MAROSCAPIr/G AT BOTH ENDS I Z )E`5L-IRE `1JF'PlY L•M �F_ s/t gun �: t�1nLL!<a ;A ,tu r o - ` - -`- i ' M'. A.► tT I ►JAJc. SPT To- G� l� If LTG ri ro Ttt� '_"^',� cGcITYNGINEEi� ur1M� N 3. ROUTE SLEE`�ING AROUND HANDICAP RAMPS 3• �. I r� L� BMA E R -2 4 ' -11 Ate; f 'r C �� ;__ _ - ._sr - ---• -- -� I Ti`s TVR M P C-, ( 2� I� c TEIZ-4 r.11` Tc� C .j TAA ti N R UTP+ T �-+ - M NIUe/A T �4 �(JL ►� L `� �r -fPu R �� �J rE r✓, MPR 2 --_- -_ -_- - - --- � ^ CITY OF RANCHO CUCA.N40NGa, CALIFORNIA - -- CITY OF RANCHO CC;CAJIO�Ga, CALIFORNIACUCAMONGA,� CITY 0 F R a ti C H 0 C C• C � `i 0 ti G a , I� L I F 0 R �; I a_ CITY OF RANCHO CLiCa�tOtiGa`C�LLIFORtiIa MAN By - t w•Es ;; [[ o .------r----- - -- :""'"' '"" Tll'PI('aL TRENCHING SC ` -_ "" "`° '' S1A..RAV19 w..+. CONTROLLER ENCLOSURE � : ° ' _ MPR o pIFIED I CO.NTROLI ER ASSEMBLY ,k � # L 3 G -°' •%`�..,-�� �,-�>' INSTALLATION Tl -PE A s I, _T- - i s r ,.Awn •t ,., Mopl�trg" TYPICAL SLFEVING U + ,� � r°.c_t_ I 4gI�lED, � I a �1�p��1� _ T'I' PE a - ---� r. L '� i ��� - c ycc. -- -- --- - -- - -- 1 r7fF � DRAWING No. _ •.ld_ ._Si..�_ _ _ . -r (1•t;i"([� BATE' JU MTM Sf"-OARO S1tC1ftrUr0WS FOE MARX •10"►i COwTT*VC!10w i v t z I :.4E OI 1= --iO ' �---- - --- -- - - - - ..__ ;:-C' c"C1.4Et SA'E. LSC WIT% SIANOARO SKCIrK/T10wS 106 PtAu[ A4/ C*Pfr6VC'10w .ct 7 , R _C 2495] _L �_ - - - - -- E•...Yi� 3ATL� um w1, SiA.0AR0 SP[C'r1CA1'0.S fW s.1Qt .Owes CWA'RLC'10. t• jr1 , -� '4 [ An TN StA [)ARO VICIIC• 'O.S (04 u" woovs COA1S'RvCT10w L4Ej 1 M C Aa53 _ .___-. _- _ ' of CI► CITY RG:. KN). IG03'L - _. VATr t1r No. 5�tEET OF CiTY OF RANCHO CueAMONOA PLANTMG AND IRRIGATICIN SPECIFICATI00 SPeRi ICLER IRRk#ATiON SPWCV4CATI" PART I - GE'NERAL t o ctracwiPTiON A. scope of Wonlu Proved@ all labor, materials, Vanspertetlen, and ee•vtces nocoo rg to it~ and install the Irrigation System a Shaun on the Drawings and described herein Q standards. All wok and materials Shall cc" with governing codes, safety cadre, standards, and regulations, and meet the minfmum roqutremorU of the standard Specifications For Public Works Construction (Green book) latest edition 102 031ALITY ASSURANCE a PaCti11lEM"IENfS A Permit" and Flew, Tiai Contractor shall Obtain and pay for Ory and all penmK" and an observations a required. Q Menufacturer's Dfi ectfors, Manufacturer's directions and detailed drawings, shell be to! In all cases where the mamuracturers of articles used in W" Gortract frml dlrectfons erovering points rot Shown in the Drawings end Specifications. G Ordi nano« and Regulation", All local, municipal and state laws, Anel rules and regulations govern or relating to portion of this work are hereby ated Into and made a part of these�peelncatiers, and their provisions Shall be carried QUw Corwactor. Amot-1����w-ra� contained In these Speolncatl0lw Wail not be corwtruad to conflict with any of the above ruW*, rsgulatiome, or requirements of the soma However, w1'merm these Specifications and Drawings call ror or describe materials, workmmarehip or construction of a better "Iffy higher standard, or larger size than Is required by the above rule* and regulations, thaw provislors o1 these Specification ad Drawing* Shall tate precedence - D. Explanation of Drawings. L Due to the Scale o► the Drawing*, it N not possible to Vieffeste all O"Sets, fitting, *waves, etc, which may be required The Contractor Shall carefully Mrvestlgate else structural and finished Conditionns affecting all of hid worst and plan hie work accordingly, funrlshed such fittings, etc. as may be required to meet Such condtttens, Drawing* are generally diagrammatic and indicative of the work to be Metalled The work Sall be ketal! In Such a manner a" to avoid conflicts between the Irrigation "tam, planking and erd•Ntoctural features. 2. All work called for on the Drawings by notes or details such be funis hed and Moulted wh+ethow or not specmcally mentioned In the Specrncat!ors. 3. The Contractor Mall not willfully install the "elation system N ober on the Drawing* when It N obvio60 in the field that obetructiors, grade differences, or discrepancies M area direr Porn exist that might not have Asan considered In anglne W4 Such obstructiome or differences Should ba brought to the attention o► the City of Rancho Cucamonga. in the avert this notification Is no► performed, the Contractor *tan &*owe full raspoi ibluty for any revision mecoo"rg. 103 SUaMTTALS A Material Net. L The Contraetor small fr►Msh the article", aqutpmnrk, materials, or specified by name in the Drawings and Specifications. No substitution all be allowed withari prior written approval by the City of Rancho Cucamonga. 2. Complete material list Mau be Submitted prior to ,-Forming any mak Material If" Mull include the manufacturer, modal number, and description of all materials and equfpmm o to be used. Although manufacturer amd other wormatton may be diffrent, the following is a guide to proper submittal format: tram No. Description Manufacturer Model No. I Backflow Prevhwter Febe•,o ars-Y-OV 2 Automatic Controller Glossa ETI -DR 3 Master valve BUPE1 0* 31®0 N/O Else. Dia. globe Yaly . 4 EtcEtcEta krigatle" subm/ttal im at be Spectre and ocmplete. All (tans must bg Nst-d and orould Include Solvent, primer, wire, connectors, valve, boxes, etc No copies o► manufacturer's literature (catalog cuts) are required Os submittal Wernation 3. Tie Contractor may *tbmK duboututlono for equlpmart and metarfale listed on the Drawings by following procedures as outlined in Section 105 of the Irrigation specifications. 4. Equtpnant or metarfels Istalled or A rihhad without prior approval of the City of Rancho Cucemonga may be rejected and Use Contractor may be required to remove Such materials Rom the sit* at Ms ow expenee. 5. Approval of Ory Item, altarretlw or mbetttute Mtd►eata* only that that prOdItICt Or product* apparently meet the requWamsmts of the Drawings and Specifications on the basis of the information or samples submitted 6. Manufacturer's warranties Man not relieve the Contractor o► his liability oder the guarantee such warrantes Sall only ouppl-mart the guarantee. iA i�CORD DRAWW306, L Its, Cotractor aril provide and keep hp -to -date a oemnpleta r*cerd set of bkmWO ozalld prlks which 11 be corrected daik3, showing evey change Rom the original Drawings and Specifications and the exact i stalled bcat!os, sizes, and kind* of oqulp a tt. Prim for this pupose may be obtained Rom the City or Remel Cucamonga at cost. This Sat of drawings shall be kept on the site and Sall be wed only es a record S*L 2. The Contractor "it woke meat and legible motetlone on the record etewilg progr-SS oeaa daily as the work proceeds, showing the work a actually Metalled l°or example, should a piece of equipment be Installed in a location that does not match the plan, the Contractor must Indicate that equipment has boon relocated in a aph is maser ta as to match the origkal symbols as Indicated In the Irrigatlom leg-md The relocated equipment and dimension will then be tranormi to the original record drawing plan at the proper time 3. Diore the date of the final observation, the Contractor shall transfer all Mormetien Rom the'record drawing' prints to a septa mylar or si filar mylar material. Arrangement& sail be made through the city for obtaining said sepia wiylar or shnllar mylar material. Ali wok sill be In waterproof India irk and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen Sall be similar to those manufactured by Rapldograph Kmeffel a Esser, or Faber Castoff. The dlmerelors call be made as to be easily readable *vat on the final conntroller do (see Section C). The original mytar "record drawing plan Shalt be submitted to the CCityiof Rancho Cicamnorga for approval prior to t e commpletion of the controller 4 the Contractor Shall dimwislon Tan two /2) peimar+wnt points of reference, such N building comer, sidewalk edges, road intersections, etc, the location of the folio" nems: a. Cemwction to «sting waw lines. b. Correction to existing eteetrical power. a Gate valva. d Routing of sprinkler pressure lies (diars►a1 max. 100' &lag rout%SA e Sprinkkler control Valy«. f. Routing of control eking and locations Of all Splice boxems. 9. Quick coupli valves. h Stub -out* for hAure corneetions. . I. Other related equipmen as directed by the City of Rancho C onsi mengs. 5. On or befome the date of the fill field observation, the Contractor sill dwlfvwr the corrected and commpleted eepia" to the City of Rancho Cucamonga. Delivery Or the septa* will rot relieve the Contractor of the responefblllty of furnlshMg required information that may be omitted Rom the prints. G Co tm For Cterts. L As -bunko drawings shall be approved bg the Cny orf Rardro Cucamonga be►oia controller charts aro prepared. 2. Provide ore conroller chart for each controller sequenhae. 3. The chart sill owe the area controlled toy the automatic controller and Bali be the maxi mm size -Arch the controller door will alias. 4. Thr cart s to be a reeluced dewtng o► the actual Metalled egetem. Wasano r, M the evert the controller s*quence Is not legible when the drawing T& reduced, it Shall be enlarged to a 6120 that will be readable when reduced. 5. The Girt Dalt bo a black lira or bkualMe me lid print and a differet color Spilt be used to indicate the area of Oov-rege for each statfon 6. Wham completed and approved, the chtart sill be low to fcolly saeled beldame two piece" of plastic, each piece being a mnfmumm 20 mils. 1. These charts sill be complat*d and approved prior to the fill field Observation o► the Irrigation System. D. Operation and Mafntanonce Mamales L Prepare and deliver to this City of Rancor Ctcamenga Wnhi1 ten calei le days prior to completion of eom*truettcM too hard -cover, thhree rMg birders con.aMMrg the followtrg Mformatton: a. lilac sheet mhlcm "too Contractor's name, address, and t*sphone number, and which lists each installed equlpmant and material Item Inncluding names and addr4wooes of manufactures local representatives. b. Catalog and part& Sheet& on weary material and equfpmrt Kam Istalled ulcer thhls Contract a Guarantee statemhene. d Complete operating and mmaintenance MStructleme on all major equlpmmemt. 2. In addttieri to the above own land maintenance manuals, provide the City's mantomarce parsonmel with Inntructforw nor ma jor equipnwk and *how evid-now M writing to the City of Rancho Cucamonga at the conclusion of the project that the service has been rendered. C Equlpmiernt to be Flrrhfoh" L Supply N a pal o► Ws comtract Ma ►oliomlt tools, a. Tiro (2) sets of Special tools rogtrired for remwvMg, dlsassembllog and adjusting each type of *prMcler and valve supplied on this project. b. Two (2) four -foot valva key* for operation or gate valvas. c Two (2) keys for each automatic controller. d. One (1) quick coupler king and mat" hose swivel for rive (5) or fraction thereof of each type of quick cOupl" valve Nmol 2. The above mreritioo equlpmriek shall be turned over to the City at the conciuefon a/ the project. Derore final observation can oc car, evidence that the City has rete ved material must be 0%7m to the City of Random Cueamonga. 104 PRODUC.'T DELNERI', STORAGE AND H.ANDI-HO A Handling of PVC pipe and nttfrgw The Ca,vactor ls cautioned to ex-rese core M hwcffW , loading, umfoading, and storing PVC pipe and ntt". All PvC pipe self be transported n a vehicle which allows the length of pipe to iia flat so as not to Subject it to under berdirg or a concentrated external load at any point Any section of pipe that has been dented or damaged will be discarded, and If Intalled, sell be replaced with row piping lob SU56T1TUTk" A If the Contractor w10 to substitute amy equ"writ Or meterlals for the siolu rmark er materials listed on the Drew" and epaelneatlons, he may do so by providing the folio" Information to the CKy of Rancho Cucamonga for approvals L Provide a statement lnchoating the reason for malting the substitution. Use a separate sheet of paper for each (tee to be submitted 2. Provide descriptive catalog literature, performance starts and now dine for each Item to be substltutea 3. Provide the amount of cost savings If tie substituted item h approved Is, The City of Mood To Cucamonga shall terve tte sole responablltty n accepting or rejecting any submittal Item as an approved equal to the equipmst and materials listed am the Drawings and Specifications. iib G( ARANTEE A, TFe ggwua��artae for rite irigstlem eystew shall be made in accordance with the attached fora The Gasoial Conditions and Supplementary Conditlors of these Specifications span be filed with the Ctty prior to acceptance or the irrigation system. Is, A copy of the Guarantee form shall be Inckuted M tin opwotlos and matst4nome marvel G The guarantee form shall be re -typed onto the Contractor's letterhead and stall co ITT the! following wormatlon= GUARANTEE FOR !RRMhATICH SYSTEM We hereby guarantee that the I rigation system ee hove R"fthed and installed Is Pte Tom defects In Motorist Ord workmanship, end taw work has been completed In accordance with the Drawings and bpaclficatioms, ordi nay Wear and tear, unusual abuse, or neglect excepted. we agree to repair or replace Ony defects In material or workmanship which may develop during the perlod of ore yea Tom date of acceptance and also to repair or replace any damage resulting Rom the repairing or replacing of such defects at me additional cost& to the City. We shall make such repairs or replacements within a reasonable two, as determined by the City, after recelpt of Written notice. M the event of our fail re to make such repair* or replacemients wfth in a reasonabhe tine after reaetpt or written notice Rom Use City, we authorize the City to proceed to have said repairs or r•epiacommer" made at our experse and we will pay the costs and charges therefore upon demand. PRDJECT. LOCATION. sky4m A CRE98M P140NE. DATE Or ACCEPTANCE, PART 2 - PRODUCTa 20I MATERIAL! A Gseneral, tie only naw materials of bi im and types meted em d'ewnmge, specified hreit or approved equals. B. PVC Pressure Maim Lire felpe and FM In9w L 10 so me main Ilse piping for sues 2• and terger Man be PVC Cbed 3E. 2. Class 315 pipe Mall be made Row an NIIP approved Type 1, Garda L PVC compound conforming to ASTM realm spectncatiom Df764. All pope must meat requirements s" set forth in Federal Specification P6-22-10, with an appropriate standard dimension (SDR) (Solvermt-weld Pipe). 3. Pressure main lire piping for sizes 1-i/J' ad Smaller "It be PVC Schaclala 40 am solvent welded jow". 4. Scedule 40 pipe shall be mode Tom NOF approved Type I, Grade I PVC compared conforming to TM resin specincatlon Dt16S. All pipe must meet requiremments as set forth in Federat Specification PO -21-10. 5. PVC soly wit -weld flit" Man be Schedule 40, N-1 HIM approved comfet" to A6TM test procacl re D2466. 6. Solvent c met and primer for PVC solvent -veld plea abd fttt" shall be of type and Installation msthocls prescribed by the manufacturer. 1. All PVI: pipe must beer the rofloor" merklrgs- a. Manufacturer'* mama b. NNomi al pipe size a Schedule or class d Pressure raw In PAJ. e. NOF (National se"Katlon Foundation) approval ►. Date of extruelon E All ntt" cru boor the memufteturer's nae or trademark material designation, stew, applicable I.P.S. schedule and NSF seat of approval G PVC Non-Pr*smro Lateral Lire I ly, L Nom -pressure burled lateral M+e piping shall be PVC Sdedula 40 w" soMemt-sold Dont* when I stalled in plating areas. 2. Nom-pree*ura lateral lie piping i stalled elder paved are" stall be PVC Schedule 40 with solvent welded joku. 3. Pipe ern be made Rom NSF Ttpe 1, Grade if PVC compound conformig to ASTM resin specification D s,4. Ail pipe must meet requirements set forth In Federal Specification PS -22-10 with an appropriate dtardard dimesion ratio. 4. Except as noted In paragraphs L 2, and 3 of this section /2014), ase requirements for nom -pressure lateral Iia pipe and nttirngs Sall be the same a for solvent -weld pressure main Iia pipe and fittings •s sat forth n section 2015 of the Specifications. D. Brass Pipe and FlttMgw L Owe indicated on the Draoilgs, tee lid brae* screwed pipe coMaming to Federal Spectncation 110-P-351 2. Pitt" call Ise red brass conforming to Federal Speefficatton 41IAV-P-460. E Copper Pipe and F ttMgw L Pipe- Type K hard temmpered 2. F IttMgs. wrought copper, *older joist tope. 3 Joints call be soldered with "diner solder, 40% 0ve►, Oft copper, 16k zMa, 24% dadmhm, 60114160 at 1125' F, and Ilqutd60 at 1145' F. F. V'aly«s L Dell Valles illy• and smaller) a. Dail valves Mall be a 09 b SNAP bromine Yale wnh threoded and* and shin be equipped With a stainless Steel handle. b. Ball valvas "It be similar to those manufacturer by Msec or approved eiqual. a All Ba 11 va Ives she I I be ista I led per data i 1. 2. Reslfteit Wedge Gate Volvo (2' and larger) a. tie Wedge Gate valves call be apexy coated Ord equipped with a 2' b. Reslliemt Wedge Gate valves than be No. 403 RT -RW " supplied bg Witte or approved equal. a All Resumer Wedge Gate Yahoos shall be Metalled pr detall. G. Qu1ct Coupling valves. L Qulck coupling valves "it have a brass, two -place booty deslgned for war" pressure of 130 P.S.I. 2. Quick eouplMmg valve shall ba operable with a qutoit oouplr tang. Keg size and tope shell be as shown on the Drawings. K Backflow P►evertlon tkltte- L Backflow prevention unit sin be of "fta and type Mdlcated an the Irrigation drawings. Install backflow prevention units n accordance with the Drawingd. 2. Wye ovatsa►e at backnow provwrtfom unit& sin have a brom mecl screwed boy with 6e meal none( *erten ad Wall be Similar to Dailey s100B or approved equal. 3. All pio"toe main Ile piping batwom the point of connection and the beeknew preventer shall be installed as rdquwod toy local code. The Contractor Writ verify with the local governing as to material type and Installation procedures prior to start of construction. buubmmtt drawing fa approval. 1. Checks valva*, L swig check vale« 2' and smaller sill be 200 pond ILO,b. biome con"tnsetiom with replaceable composition, meoprome, or rubber disc and shalt meet or exceed Federal 5pecificatlon WW -v--50, Class A, Type IV. 2. Anti -drain valves sill be of h as��yy dutyvh•g M PVC corwt %octlon with P.IP. thwd inlet and outlet Internal parts Wru be statnfoos steel and neoprene. Anti -dram valve shell be field adjustable agaist cirawout Rom 5 to 40 feet of head Anti -dram valve Wall be similar to the valcon "ADV" or approved equal. J. Control Wirings L Except ad noted oft= cornectfom* between tle autonatic combrolNr* and the electric control valves salt be made with direct burial copper wire ALIG-UP. 600 volt. Control Wiring installed in control Wire co indult within structW crit ba made With AWG -TW solld capper wire. Pilot Wire* Writ be a different color wire for each automatic controller. Common wire* shell be white with a cifrfm a color stripe for each automatic controller. Install n accordance with valve manufacturer's Specifications and wire chart. In no case Wall wire size be less than 94. 2. Wiring shall occupy the same trend+ and shall be Installed along the soma route N "ours supply or lateral Ines wherever possbie. 3. Whers more than ala (1) wire is placed M a trench the wlrlog *hell be taped togethhr at Intervals or fifteen (15) reel 4. An expansion crl Will be provided within throe (3) feet of each ale cOrm*CtiO1k Expansion crl Wilt be of sufficlent length at each optics connection at each eiectris control valve, 60 that n case of repair, the valve bonnet may be brought to the «:face without dlscom meeting the control wire*. Control wire* sill be laid loosely M trench without street or strotdhng Wi'e conductor*. 5. Au splices Win be made with Ocotch-Lok 3516 Corrector Sealing Packs, Reibi•d Snap -Tile wire correctors, or approved equal. Make only one sp ice with each connector *"line pad. 6. Field *plloas batweari the automatic controller and electric control wise will not be allowed without prior approval of the City of Rancho Cucamonga. K Automatic Controilar, L Automatle eontr ,fl r(a) sall be of efts and type .hewn an the Crawtsge, 2. Fill location of automatic controllers) Man be approved bg the City of Ranco Cueammomg•. 3. Unload otherwise noted on the Draw", the 120 valt electrical power to each automatic controller location id to be Mmished by others. The final electrical hook-up Mall be Use resporwbllKy o► the Convector. L Electric Cori rol valves. L All electric control valvas shall be the same "its and type sh ooh ai the Drawings. 2. All electric control valvar shall taw a marmal flaw adjustment 3. Provide and Install one central valve box for each electric oce trol velvet M. Central Yale 150 . L Use 10' x i0-3/4' roux box for all gate valve*- Careen M+dustr/w OW -12D with green bott-down cover or approved equal Extension sleeve stall be PVC with minimum size of six l6) food . 2. Uee 9-1/2' x t6' x it rectangular box Aar all ebetric control Yalu«. Careen Mnd»trtes s 1419-125 with green bolt -down cover or approved o"L 3. Use 6' diemmeter x a-3/4• deep round plastic valve box for all quick coup" Yatiee. Canon Industries - 606-12 with green nex-lodk cover or approved equal 4. caw 9-1(2' x 16• x N' rectangular box ler all electric control valves Installed -Mia on -grade landscaped areas. Carson industries s 1419-126 with green bolt -down cover or approved equal. 5. Use 10'x10 -V4' word box for air qubk coup" valves installed within on- etructure landscaped areas. Carson Imdudtries No. 910-128 with green bolt -dower cover or approved equal. K Spriower wed, L All sprMcler hoods shell be o► the same efmw, type, and deliver the save rate o► precipitation with the dtametar for radii*) of throw, pressure, and discharge N sheen on the Drawings and/or Specified in these special prov!elons. 2. Spray heed "it have a *crew adjuetmemt. 3. R1ew viKa Mau be fabricated In accordance with the details @howl on the d•@01; 4. Wear mpple. for all "pricier heed* Mall be the same aim as the rtear opening In the sprMclr body. 5. All Sprinkler head* 01 the eame tkpe Sha II be the same mermuraexurer. o. sleeving: L Sleeving ur+do hercMaape or paved areae for mal n" e, lateral lass or control wlrMlg Mall be Schedule 40 P.Vr_ or approved equal. P. vandal Rso etant Controller Enclosures L Co troller enclosure shall be of stew and Ups shown on the Irrigation Drew" and - Vrfgatton Retell shheet. . - -` - •• L - - - - - _ .J- - •---- d. FMgh voltage Whig for Automatic Controller, L Me volt power connection to the automatic ccrltroNer shaff be provided by the Contractor. 2. All electrical work stall conform to local codes, Ord inane«, and unfon authorRies having jurisdiction. K Remota C' -o .0 of Valves, L Metall where shown om the Drawirngs. llJr" grouped toget er, allow at lees! twelve (t21 lid between adjacent valve boxes. Install each remioee control valve in a "Per" valve box 1. iekuM 0 of 6ystear L After all new sprMiler pipe Maws anal risers are In plana and commocted, all necessary diversion Work has been completed, and prior to I sta llation of s*pprrin ler heads, the control valves sill be opened and full heed of water used to flush out the "tam 2. Spririder heads shell be Metalled only after fhuhi ng of the system has been accompllehed to the complete eatlefaction of the city of Rancho Cucemonge. J. Sprinkler Heads: L Metall the spriitler heads at designated on the DraWMge. Sprinkler heads to be Metalled In this work shell be equivalent in al1 respects to those Itemized. 2. Spacing of heads coli not exceed the maximum i dicated on the Drawng". in re case shall the spacing exceed the maximum recommended by the manufacturer. 304 TEMPORAIWr REPAIRS The City reserves the right to make temporary repair" " rao""ay to keep the sprMdar systaw equipment in operating condition The exercise of this right by the City shelf not relieve the Contractor of No responelbilities under the terms of the guarantee ad herein spec!ned. 3A* EXiSTNO TREES Whale It is nnecesearg to excevetia adjacent to ax»ting trees, the Contractor stuff use all possible cane to evold MU to trees and tree roots. Excavation In areas where two l2) inch and larger roots occ r Shull be dors by herd. All roots two l2) inches and larger in diameter, except directly in the path of pipe or cordult, shall be to neled unnder and shell be heavily wrapped with burlap to scarring or excessive drying LLhere a ditching machie IS run close to trees having roots smaller then tato (2) kid in diameter, the wall of the trench adjacent to the tree shell be hand trimmed, making clean alta through Roots ons (U inch and larger In diameter shall be painted with wo coats of Tree Seel, or equal. TrarK*oo adjacent to tree should be closed within twenty-four (24) hours! and where this Is not possible, the side of the trenchh adjacent to the tree Mall be kept Marled with burlap or c ("Yes. 306 FIELD MIALITY CONTROL A. Adjustment of the systems L The Contractor Mall flush and adjust all sprMJer heads for optimum peFonmise and to prevent overspray onto walks, roadways, and buildings as much as possible, 2. If It is dmtsmiad that adjuebnents in the Irrigation equipment will provide proper and more adequate coverage, the Contractor Mall maks such adjmstunemto prior to planking. Adjustment& may also include changes in nozzle sizes and degrees of arc " required 3. Lowering raised sprinkle heeds bg &a Contractor Mall be accomplished within ten (10) day* mer notification bg the City. 4. Ali sprnkJor head shall be sat perpendicular to nmMed grades unless othw�wfee designated on the Drawings. 5. Rain 51rd EFD-CP valves will be *at per mamufactunare spaclncatfon so that sadh lateral operates at design pressure. .r.. ,,,..- 4---,.,,.,.,.,,-,-.-.,�. ..,..,....,._. ,..,,,, ..--,,, — --,r,. Q Testing of Irrlgatfon syatwt. 3. A In volt duplex box stall toe clod with an Or✓Orf swKcht ad a In volt receptacle. Metal conduit shall run Rom the Irl volt supply to the controller L The Contractor Mall request the presence of the City of Runeir� Cucamonga In writing at least 48 hours M advance of tasting. houaing. All power within the housing shall be properly phased. 2. Toot all presew lies under 1ydrost•tic pressure of SO pounds per equera Arch ad prow watertight. 4. A tarmloel evfp shall be provided, clearly indicating the proper pointe or correction Note T«tirg of pesou main Iles shall occr prior to istaffetlon of the *lectria of all appropriate wiring (station valves, master ve , commnonn, central comrtrol). eomtrol valvas. a Miscellaneous Vrigetlon Equipment, 3. All pipMg under paved areas sill be tasted umolso hydrostatic pressure of 80 pounds per square Inch and proven watertight prior to paving. L inter to the "gotten Mem• for alt" and tip« 01 mnisceliarhaaae frrtgatton aqulpmhwt 4. Sustain presses in limes for not Is " than six (6) hours. If looks develop, replace JaIr" and repeat toot until omt" system Is proven watertight. 2. All miscellaneous Irrigation equipment sill be N epectned or approved equal. 5. All �ost•tfc taste shell be made only in the p comm_ -e orf the General Cantrocter and the Gttg of Reneho Curamomga. No pipe shall be backfilled vkll it has been PAWr 3 - E)ECUTICN observed, tested, and approved In writing. 6. Panton mooetmsang force pump ad all other toot equipment 301 OD6£1NATION OF 61TE CONDRiCNb 1. Wwn the Irriggation �-loto ed, perform a coverage test in the presence of the City a Ffamcho a to determi a If the water coverage for planting areee A All *waled dimwnsias are !meta rte Contractor Shan ehedk and au "iza ce Is comfolato and adequate. ish all materials and perform all work required to dfms Toms and recelve approval Rom Use City of Rancho Cucamonga prior to proesedli with this Section. correct any inadequacies of cover" due to devtatlors Rom the Drawings, or wham work under the System hot been willfully istalled as Indicated on the Drawings wtrm K ra S ExerCiee exvame cava M excavat arnd weer exist utilities. Thee Contras tor "Fall a tinge waikiiri MM* obviously Inadequate, without bringing this to the attention of the City of Reecho Cucemmornga. This toot shad be accomplished before any ground cover Is planted. los Isle la deme caused setons a Iso! Cheek respons gas dJ oper mog a. Upon compistion of each phase of work, the entire "tam call be tooted and adjusted existing utilities drawings for mctsting utility tocatlons. to most site requtrementa. G CoordMate i stallation o1 materials Mac b stere sill be no inter/sreloe aprMkler kudMhg low• 301 M he artiNCE A The emir* Mrtgation "y"tew "hhall be order full automats operation for a parted o1 wavier R) with utilities or other construction or difficulty In planing trees, shrubs, end ground cover*. days prior toeny planting. E, The City of Rannchho Cucamonga reserve" the right to welve or shorten thhe operation period D. The Contractor "It carefully check all grades to satisfy himself that he may safely proceed 306 CLEAN-UP before starting work on the irrigation system. Clean-up call be made as each portion of work progra""*s. Reftse and access dirt shall be removed 302 PREPARATION Ron the site, all eaMka and paving shall be bloomed or waned down, and Ory damage auetaih*d on the work of others calf be repaired to Its original eormdKron. A Phy*iral lagaut., 309 FMAL SITE o58E1lVATION PRIOR TO ACCEPTANCE A The Contractor call operate each system in its wtMety for the City of Mend Cuesmanip L Prior to I stallation, the Contractor Min atme Asko out ail p osoul supply ile, at time of final observation Any items cleaned not acceptable by the City o► Rancho routing and location of sprtrkler heads. Cucamonga "If los reworked to the complete satlefactlon of the City of Mentha Cucamonga. 2. All sill b* the C of Rahche or to istaiiwtlort lsyout approved dJ Cucenceiga Pn B- The Contractor call Show evidence to the City of Rancho Cucamonga that Use City has received all aceessorles, charts, record drawings, and equipment a required berets final eke D. Water suPPlll' observation can occur. 3J0 611E ODOERVATION 6GNEDUL[ L The irigatfan system "it be connected to water supply potsKs) of co wetbn N indicated on the Drawings. A The Contractor "If be respo Bible for natll" the City of Rancho Cucamonga M advance for the following observation ms*tngs, according to the time fmdteated: 2. Cormectlors Sall be made at the approxhnato locettom(e) W ooh on the Drawings. L Pre -Job Conference - 1 day* The Contractor IS responsible for minor dhenges caused by actual "ite conditions. 2. Pressure suppkl lie istallation - 24 houre 3. Lateral line arm�l sspprrirkkler Installation - 24 hours C Electrical supply: 4. Automatic Cortrotlor !rwtellatiom - 24 hors 3. Control wire Installation - 24 hour" L Electrical cornec.•ttans nor any and all automatic controller* Man be made to electrlal 6. Pressure supply lira and lateral fire testing - 46 how poMt(s) of connec.•tion a indicated an the Drawings. 1. Coverage toot - 48 hors a. Fiat observation - 1 days 2. Comoction a Mill be made at the approximate locstlorm(*) show+ on the Drew". Q ahm Observations haw been conducted other than the City of Rwct o Cucamonga, shoe The Contractor Is resposible for minor changes cause by actual stte conditions. evidence in writing of u1•em and by whom thws observations were made. 303 INSTALLATION C, No sits observations will commen ce without 'As -Built" record drawings. Thhe contractor "If not call for a sits visit without 'Aa-5uilt" record drawings, without completing A Trerchings previously noted correction, or withhout preparfmg the system for &aid visit. L Dig trsndhas strsig►t and Support pipe eat i tiosly on bottom or liana L.ay pipe CCNCIETE SPECIFICATICN6 to an even grade Trenchlrg excavation San follow layout Indicated on the Drawings PART 1 GENERAL and as noted 2. Provide for a minimuim W far (24) Inches cover for all ideation ire l01 r concrete For cem�te kmformettom meAr to fha Standard SpectrGtias ler Plblie tlbnlw Corwtruetlen (6►sem Metalled order paving or hardieapig. Doak: Editlon per the City of Marc# Cucamormgm). Refer to Sacttas 4, 201, 303, and 400, a* well 3. Provide nor a mMrimtam of -war (?4) Iriehw Dover nor all iMac p os�re ";" so any other Sectlonn related to the Istallation, per and post trstailatlom of concrete work, materials, labor, end cloan-up. Tho Standard Specifications for Public Works Construction I& available from: of three l3) arhw or large in diameter. DI 5ulldlmg New" 4. Provide ►or a minimum of elghtow (18) Mehra cover for all F, savour Supply flows of 3055 Overland Averue two and ora half (27") Ind or smelter Los Angeles, CA 90034 (310) 202-1115 5. Provide for a mimirmm of twelve (12) inches for ail non-pre"eure Intoe. � rope 6. Provide for a minimm cover of elghtewm lib) Mcie* for all control w"MW Furnish and ih*ull all eonerato work ocmpkiw N Md►cated on the dreneing" or" *poefflemd, Including, but not limited to the following: 1. Refer to City standard 120 'Trarc h Repair' when wiMsn City street& susceptible to A Punish •nil set all reMforcime steel, bolt", and anchone. tramc toads. Q Ietall all items required by other trades which are to be east into coraeeet G Concrete mos strip", root�g" for walls, fencing, posts, bents", etc, whwa applfeabht D DeckfillMmg. t03 Protection L The trandw shall not be backfilled until ail requied toot* err performed. Tremas All r misad c wicrote work Mill be barricaded to pedestrian traffic fee three (3) days. Barricade *all Sall be carefully backntied with the excavated materials approved for badkflliig, be placed imedlately after concrete nnlshtng. Contractor shall furnish place and remove all of No consisting of earth! loam, Bendy cloy sand, or other approved materials, free Rom awn barricade*. Contractor shall be respoolble for any damage to new cOnntrtuctlOrl and replacemnent larges clod of earth or stomas, Backfill shall be meotanlcalty compacted n lardeceped or repair of the work shall be made without added cost to the City. areas to a dry density equal to adjacent undisturbed tell In planting arose. 5adkfill will 104 Clean-up conform to adjacent grades without dips, sukken areas, hvmmpe or other surface Upon conmpletion of all comorete wok amd before final acceptance, the Contractor shall removes ase I regularities. tools, surplus materials, apparatus, debris, etc. Rom the site and the site Sall be left Im a clean, rest condition to the Qty 2. A fie anular material backfill will be Mttlal aced on all Imes. No fore! mates er AJ pl 9^ CIFICAeble PLANTING SPEGIFIGATION6 larger then one-half (t) Inch n site will be permitted M the initial backfill. PART I - GmENERAL 3. Flooding of treicfas will be pemitted only with approval of the City of Rancho 101 Scope of Wok, C __`n9d and for oom lMg ent I «l Conti ccta "� fes, �ir�, WA" a ads 4. Ir settlement oc urs and s bseque t adj60tirm" M pipe, Yah�we, sprinkhmr hese*, last l�ary onab ui m to tihli ams a* follows. planting, or other costruction are necessary, the Contractor "it make all required l02 Standards adjuetmentd without cost to the Ctty. All work and materlals shall comply with ge ver" erodes, "a" outlaw, Standards, and reguulatio s, G ?r-nmdhM+g and Bedct111 Under Pavig. and meet Use mnimm requlremsrits of the Otendard Spectncatio s For Public Works Construction (Green 5ooW latest oditlon. L Trenches located to der arose wham paving, septieftfe concrete, er concrete will be 103 Quality Assurance, Metalled, Sail be bedkfilled with sand (a s four (4) troche" below the pipe and rix (6) inches above the pipe) ad compacted In layers to 95R compaction, using manual A All Contractor perfa mil Stun Development work must be Reseed M accordance w1th the or imxJanical tamping devices. TroncIros for piping call be compacted to equal the laws of the State of Callfomia. compaction Of the existing adjacent undisturbed tan and shall be left M a firm D. Contractor shall provide the Larid*cepe ArcMtect and the City with a list Of STANK mtreetor* ungteldng cordltlon. All trenches shall be left flush with the adjoining grade. Thr and Material Suppliers expected to ba employed during the eolurse Of edwtrvctlon. Contractor shell set n piece, cap and pressure test all piping under paving prior to the C, Contrector crit obtain and keep M force Public LtabllKy and Property Damage Irnuranse, paving work during entire Course of the C OMOUotlOn Contract The amount Of Inskrenes shall ba 2. Grerat trader exist w1a s clone ja w oulic cir � P�9 � � dam• ��' ha<,laF � d*ior oed by Gity D. Prior to start of site dsvefepmmant weak the Gatraeter sill rattly throe LamOlscepa ArOFMleot but where any cutting or bras" of sidewalks and/or concrete is necessary, it shah be dome end replaced toy the Contractor as a part of the Contract cost t*"lom to and City to gtve start.f^9 and completion datec Comtractoi shall also supply the Ladscape Architect City the telephone the n charge of the wort. cut or break sidewaka and/or concrete "it be Obtained Rom Use City of Rancho and with name and mLx*>ar of person Cucamonga. No hydraulic driving will be permitted under concrete paving. 104 Ra*ppwtbllitlas and Coordtrrtlonk 3. Refer to City Sterrlard 120 'Trarmch Repair" when within City street& suet ptble to A Permit*, Thr Contractor Sall obtain e d pert'y for ail permits and Mwpec: roquo by traffic bods. gaveming authorities for the work to be performed. D. AdSambitaw D. Existing C:ondltlors: Thr Contractor shall verify all eorndltfor" and diwalome Wow on the plans at the site prior to Oomm-smr_smant of ay Wok under this Contract. The Conractor L NexAWq of Sprinkler Irigation Imes as indicated on the Oreaimegs s disgre""tla Sall verify the location amd depth of all undogroud utilities prior to start of work G Temmporary Utilities: Thr Contractor shall apply for and pay all Coot Mncui, for all Irmstall lines (and various assemblies) in such • manner " to conform with the details temporary utilities such a water, electrical pour and gas a required by him for the n the Drawing&. construction of the project Tomporay service* call be coordinated with the City and other 2. Vault No multiple affembllos M plastic ire. Provider Mehl assembly with Its a m contractors on the job alta out,, D. Survey, Rare ence Points, and Elevations, The Contractor s nospof Ibis for astablto" all surveys, reference point" and elevatias required by him, and shown om plane for proper 3. Weull all afeemblf-* specified herein M accordance To thh respot-ttve detall. In abearee execution of alto comstruetlon. of detail drawings or Spectficatfon* per Imng to specific iteme required to complete work, perform such work n accordance with best standard practice with prior E Traffic, The Contractor t* rsepon"ble for all twompoiarg trarrie barrier and detow raqult approval of City of Rancho Cucamonga. by him for the costruction of the project Ail temporary traffic barriers and detour" shalt conform to all condition required by the City or governing authorities. 4. PVC l "air ritt" shall be thoroughly cleared of cit, dst, and mohare before Mstallation be by ehna 105 Defeettvo amd UnauthwrtzPd Wuxks Metal odor and solvert wsld_ing method" shell a recommended pipe and fitting manufacturer. All wok Which is deternfned bg Inspection to be deftetNe M Ke construction or deficient M ay of the requiror4rmts of the plane and specifications, Mall b* remedied or removed, ad replaced by the S. On PVC to metal correctio s, the Contractor shell wok the mmetal cat wetlons first Contractor at his own expsse n a marrow acceptable to the Landscape Architect and Cltg. Terbn tape or approved equal, call be used on all threaded PVC to PVC, and on all Where 106 Mnpectlones threaded PVC to metal joints. Light wrench pressure Is all that Is required. threaded PVC cornectlow are required, use threaded PVC adapters into which the Thr Contractor shali arrange for tsepoe.'ttaw by matt" the Larrolseape AreMfeet, City and govermMlg 24 hours to tis, Inspectfon, noted Inepectlons II be a pipe may be solvent welded, authorities, prior of unload otherwsise listed below, but not nmec«sarlty n this order. Only the napectlon pertanng to the project *Cape or E Lie Clearanws, Work will apply: L All line Sall have It hmum (6) Mile From and teelve �� Gra a o clow o ca of "ix sod, other (12) fiche" Tom Ines of other trades, with the as ion of the control wire sleeve!") sept Sall be Ilea Parallel Ines be praM Lirmes Catch Balis. iiiga�tos (mnan Iia pressure, coverage a eyetam Operatlors testi which Metalled adjacent to prsaskre supply shalt not SO1T Preparation ad Finish Grading. Metalled directly over ora another. Pant Material (dollvey a placememt). Substantial Completion Inspection (Ot Commpfla or landscape Improvemmw+b) - 1 Days. F. Automatle Controller Aesenb Fi al Inspection (after maintenance period) - 1 days. i soil N per manufacturer's Mwtructfame. Remote corral valves shell be corrected to a mMi in of seven I(1) deg*prior to the begtrrijing work. srsnd With tFha Laneseape Arcmftact anal City controller ts numerical sequence a Sown on the Drawing". 101 Garantw, A. Plant Materials, All trees, Snubs, ground oov-rt beddi g plants and Iswn stall be guaranteed from date of ?Vol acceptance of landdeepe eometruction ror periods " follows. Trees 24' box 4 larger I year Trees iS aL a smaIlsrl year bhrube All *fzooi20 days Ground Cover120 days 5ecldme P!entf20 days Lawn (*odX20 days Lawn (seed X20 days Row first Inco e duaranteo" begin after the project acceptance by City and at Ma end of the IM maintenance period. Landscape Contractor shall replace and plant all materials .N diad Wlthhin the time span stated above, at no cost and within 5 days Rom receiving written notice free the Lardseape Architect or City. It dead material Is not replaced and planted within the 5 day p-rlod, City may replace dead material with new material and charge the Landscape Contractor for all expenses incu red, D. Construction Materials. The contractor shall guarantee all workmanship and materials ►or all alto development, for a period of ore year Row date of final acceptance o► project. 1/6 Material and Labor Rebases. Upon completion of the work. the Cenhraetor shell present to Phe City, "Ignod copies of ail labor and weteria!o releases for all work performed under Site Development 103 Disposal and Clean-up. Remove all waste materials (Mekrdilg aw-eveted mmltarfal ctassffled se weeeptable sell meter"11), trash and debris generated or encu ntered Bring the coupe of landscape conwtructtor, end lagaMy dispose of It During the course of the work. remove surplu6 materials Rom the site end leave premlse* in a meat and clean cordition. Clean yp and remove all remain debris and surplus materials upon completion of work. leaving the premises neat and clean. site Shan be cleared upon the request of the isp-ctor. PARE 2 - EXECUTION 201 Protection Keep all plant material deMVard to site in a haekhy coldli ion for plo tirtg. Pffnb Shall net be all , - to ding out. Dare root stock shall be separated and heeled-ts, In moat earth or other suitable mnaterial u ntil plant 5alled and burlepped plant& shall have root ball covered with mutat sawdust, wood dips or suitable material until panting. 202 Installation, DataIled layout or plants wlthM the planting are+. Man be performed by Contractor and approved k9V the Landscape Architect and City prior to plantig. soil excavated Rom plating holes Mall be amended to badkrll around trees and stubs using the followiinngg mixtures Native, On-bfte boll with rock no greater than 3' In dlemmeter Gro Power Plus, 5-3-115 los/cy Iron Sulfate2 Ibe/cy (To be used for bidding purposes only, i'" wWh Agromain Sofia TeoU After backfilling, costruct a 3' earthen berm to form watering bash arou d each plant, to aNew thorough water -in and ootabllshment. Prior to Installation of turf and grou nd cover, remove water bNihs Tem around trees and stubs. Dens in turf areas to be removed prior to Cfty acceptance PART 3 - SBL PREPPARATk)N AND FINMstk GRADMG 301 Scope of Worlu A 1-rovide all metwl" and ac+lj"nwt, and perfow air workraceway Aar amel incidental to Phe ern preepparation and nnleh grading of all planting and town areas N shown on plans, a reeeorably implied, or as delineated in the spectncatlors. !S, Furry", placement and eroding, of topsoil for backnlling of planter" if rsquhad G Cleaning and Priam grading of planter areas and planting areas. 302 Topeolh A Existing on -efts soils listed N 'acceptable' under 'Sita Grading' spectfiestion Q Topsoil Imported to alto for use as fill, backfill In planters and monding, shalt be sandy tortured. blit plus clay content or this soil shall be no greater than 15% by weight. The boron content of this Solt shall be no greeter than I part per million as mmoesured on the Saturation extract The sodium absorption ratio (OAR) Mall not exceed 30 m111hnohos per csrtirieter at 25 G In order to amours conformance, samples of the Imported tell Shall be Submitted to an agronomic soils testing laboratory, approved bg the project Landscape Architect for analysis prior to use. Result of tooting to be delivered to City for approval. boll toot to Include analyas end recommendattors. 303 Boil ANTandment*: All soil amendmerna sell be N specified in the Agronomic Sunabi VA%ortfffty sofls repot Mmtshed by Use Convector 304 boll PreparattWh All work on irrigation eystelm Mali be complete and If paclam for recomm orcled approval and, fie grading commpleted, prior to rotottllme and prior to tell amendment work After rough grade* hew bash eatabllfFed, prepare all lawn and planking areas by tilling or cross, ripping to a depth of f2'. All rock and debris more than 2' In diameter Dalt be removed Row the alto, except for areae that are to be sodded, in which all rock Ord debts more then i• in diameter os, 11 be removed Apply , "pr ed, and retool ii all soil amancimwnta as i eeommm irded to a de�othh of 6'. Water ave •ftr rototill ls eomplota incorporate evenly whto the top 4 to 6' the rollexaMg ler each 1 Sq are fest of plarkwg err*•: 4 cubic yard of nitrolli ' Redwood or Fir swing or equal. 200 b". of Gro -Power or approved equal The above soil conditioning are mintmal "title* only and should be us*d only for bselle" purpose, because tail conditions may change drastically Tom the til* these specifications owe developed to the tie the actual ten conditioning take place. Therefore, the Contractor shall obtain He own tells analysis at a rate of ore per every 25000 square feat of planed area. These ten testa crit be conducted by an approved Agronommic Soils testing laboratory approved by tie project Landscape Architect •rnciCltg. Copses of tan t«t to be provided hmg the Pre -construction job comferonaa 305 Finish GrodMgi After retottlllg operattuas are complete, grade areas to eetabfsh F1msh grades for pla iti g. All now Ire* crit be maintained and proper tolerances shall be met after settlement at the end of the project maintenance prlod Finish gradig Sall save Surface of the ground uniformly smooth and Tee of abrupt grade dings, 306 Coordihatlork Used abatement wok shall be coordinated with the istallation of Vie trrigatton ayetem rotottlIfing and soil amendment work. and planking. (Sea (Used Abatemment section). PART 4 - TREES AND SWiRJ56 401 Scope of Woriu Provide all material, equlpmrt, and labor mocom y to hoot." ase tress and @hrbe " @howl on pier, as reasonably implied end a delineated In the speclncatlons. 402 Product& A Nomenclatw - Pant names Medicated en the drawing• comform the *Standard Plat Names' established by the American Joint Commmtttao a�m Horticultu•e. Except for memo* covered therein, the established custom of the nursery IS followed. D, Condition - Plans .hall be symmetrical, typical for variety ad Species, sound, h"hh* vigorous, Ree Rom plant disease, insect post&, or their eggs, and ern have healthy normal root systems, well-nlling their container, buy not to the pock of being root bound. planta eau not be prned at anytime, and in no cafe can trees be topped G Trees and srebe Man be grewlt at a recognhad nursery it aoeomellim with good horticulture practices and Sall be of the size and caliper mt,m i Ily associated with the contaiir size apoelfiod om plan. Removal of all tags, labels, rxrsry steles and ties Tow air plan material prohibited until the apppprroval of the Landscape Architect or City. D. All plan material dellvered to the site Snowing signs of damage or disease or to MSufftcient n size to carry out the Intent of the planing plan will not accepted and will be replaced at Contractor's expsmsa E shoo of Pane - Shell be N Stated on the Plan Conatser stock (1 -gallon, 5 -gallon, and £- gallon) shall haw been grown In containers for at least one (1) year, but not over two l2) years. F. sub"tltuttons - substitutions for indicated plant materfal will be poor mated provided the substitute materials are approved in advance I the City, ad are made at me additional Dost to the City. Except for authorized variations, all substitute plan materials Sall conform to the requirements of these specifications. Chu Penta Not Approved - Plant& riot approved err* to be removed Tom eke Moi lately and replaced with suitable plant&. The Ctty reserve the right to reject art" lot& of plana represented by defected samples. lk. Stake all troes, as pr details imneellataly after planing to pnrvet wind damage. I. Pan trees that are to be located in lawn or grocrd cover areas after finish grades are first established and allow at least 1 calendar days prior to Mntallotlon of sato lawns or grovel cover to provide for thorough watering of tress. All planting holes Sall be excavated a defined on appropriate detail*. 403 boll Amendments: Sell tmendmarrtf Sill bee N raeomiffile ad M the AerVFVWfe sells raper! 404 Trees Stakes: Tree stake* Sall be ledge poke pie tree stake". see tree ataklkg detail on plains for Arthur IMormatlon. PART 5 - GRdAD COVER AD DEDDING PLANTS 501 Scope of Work: Provide all materials and equipment and paFam ase work naomosim for and incidental to lrm@taffMg all grovel cover and bedding plana, a Sown Om piers, a reasonably implied, or delineated in the spoelncattorr. 502 15oddIng Plantes Perennials and Am msils. Provide healthy eortaMar grown plants Tow a raoognfsod mrsag, and of the opoetoo and variety sFhow on plans. 503 Groud Cour: Grovel Cover: Provide ground cover of the epeeta* sewn on plans. Ground cover Miff be oetablieted and "I rooted n Mats or simtlor containers. SO4 Muldx Muidrw Shall be of compacted wood chip floor. 505 Coardfratlan. Ri�. A Do not have plans delivered to the job "lie utN "fte caidittos are ready for plantw% If planting I* delayed, keep plant root" motet and place n • thelto location protected Tom the sun, wid and other damaging elements. D. 6011 preparation and fie sding Small be commple and trees and "hubs Installed prior to bedding plan* and grovmd cover planing. 506 installation, Pak groud cover and badding pante M most Soil and sF a I N Indicated on plans, Each plant "If be planed with its propex tonate amount of soil so N to mhilm re root dsturberiea soil moisture Sall be Such that soil does not ermble Whin removing plants Ron container. Reglad* planta areas after planting, to restore smooth finfeh gratia and to bsure proper dufal" drainage A 4' lager of mulch material Sall be spread over the -ntire planes area after gra do ls setabilol . Watering shall begin Immnediately after mulchig. (Grsdimg Sall accommmodate T.: mulch) 501 Protectk*% Erect temmporay fencig or barriers to protect plated areas Tom damage prior to fill aooeptoreR PART 6 - NEED ADATEMENT 601 scope of Work, Provide all material, equipment, and labor necessay to perform an work N Indicated on plans, M reasomably Implied, and as delineated In the opecifieatfons. 6AV2 Quality AeSuremoes A The Applicator of all weed control materials shalt be Massed by the state of CalMortNa N a Post Control Operator and a Pest Control Advisor In addition to any subcontractor 1lcsness that are required. d, All malarfale end mwmh+odN moat conform to Federal, state, and Local Regulations. 603 submittal: Prior to the installation of any weed control materials, the Landscape Contractor Shan submit to the Lanclscape Arch,itecvCKV a Its! of the weed control materials and quantities per acro Intended for use In centroling the weed types prevalent and expected om the Sita, a Supplied by the Pest Co trol Advisor. P«t Control Advisor shall funiSh the Landscape Contractor and Landscape Architect and City data to demonstrate the compatlbllltg of the weed cotrol materials and method with the Intended planking and seed varieties present 604 RmponsbIIKy and CoordMaeionr A. Landseepe Contracts,r Is iosponsbie for the orwetten of all of" and barrier requkad to prevent intrusion into the treated ares and to natty the public. d, No moterlal or meth+ocs shall affect the Iamd&eape planting or hyOIroseed germuathm No material or method call render the job alto unusable for more then 10 days Rom date of application 605 Non-Aeloc fve taarbicidew Non-se►eetive contact herbicide VVd, r mann-eeloctive Systemic herbicides iN MCammerded by Ve Post Control Advisor) 606 6elactive Mobfcldes. selective pre-eme go herbicides em"Ibb with seed mixtures (a" reeonmms+dad by the Plast Control Advisor) 601 Weed Ersdicatien: If In the opMion oI the Peet Control Advtaer, peva i at gre"ob ad weeds ex*tfrtp In the planting areas will require control prior to removal, spray these areas per Post Control *or'* rerAnmin ndatiors. A. Parlor to the I stallation of the Mrigatbn egater remove and elear air ewes and dNeteriow materials Ron planking areas. Allow herbicide to WII all woad*. Rake or how off air dead woods to a depth of 1' - 2' below the Surface of the Soil. Physically remove all owed* Aron the elta PART 1 - LANDSCAPE MAMTENANCE 10I scope of WoAo Provide all materials, labor and for, or MCtdatal to, aormm/inigg all malntome requtremmenls as reasonably Implied IMrsa In the specificatlors Inc�ludi ng, but not limited to the following: Maintain all planta and planted areas. Keep planted areas fn•ee of weeds and debris. Pi me trees and sh r%be. Fortllrzed all pleura and planted areas. Irrigation Insecticide Spraying. 102 Fartfirzw: A Comm ercial fe•tlMsr* a" an analysis of 5-3-1-dra-Pbwar PAs, ad 0-s,-6 aro-Peow Corerolked Release Nltrogeu, a designated herein, or approved substitute •* requhad by the Agronomic Solis repot Aveliable Rom Gro Power (909) 393-3144. Is, An Too fun sulfate: Granular form containing rot lees then 21% nitrogen and 24111 uAllr and shall be registered a an agricuultural miner, with the State C4"rtmwn of icvltue In compliance with Article 2 -'Fertilizer Materials,' section 1030 of the Agricutural Coda 103 Gomel, Matste anoe sail start mnmeell" after larlMcape irrigotten and planting Flainain all plant* and planted •real on a continuous basis N ora ih*ts"ad Brig the progree* of Use work. and continue to maintain them until fial aeeeptend of total project Replace any deed or dying plans as directed by the Landscape Architect and City represenetlw A Mrigsttcrs Operate Irr1Q atton system on an established pram to mlaimtain ail plana and planted areas in a healing condition Mrigstlon system rn-o f eau bo kept to a minim m. Damage to irrigation system resulting Rom maintenannce and equipment and/or maintenance personnel, shall be restored to its orI final condition at me cost to the City. Failre of any part of the irrigation "tam Dail be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished Without written permission from the City. B, Woad Conrol. Keep all platted areas free of Woods and debris bg cultivating areas at interva Is not to exceed b co wndar dogs. TFe Contractor may elect to remove such conowntratron* of wood" mrnuOffy or by an approved herbicide prograw. G Post Control, spray all plants and planted arose at be IT 0% of weiiternenioe and " may becon+a necessay thereafter by an approved method of pest control, to ase plants and planed areas Ree of insects and disease Method Dail b* revmewod by the City prior to any applications. Pest Control Wall lnchude Gopher control. D. Pruriig: PRaa all planta " designated and directed by Landscape A of 1 oft, at stat of maintenance program and contiue to prne plena as di•ectad or e* may become face"" until the ermd of the mmaikerance program. Rwrova trash weekly. Edge ground cover to keep In bovids and trim top growth de reeoosay to achieve and overall even appearance Exterminate gophers and molest repair damage PART a - ACCEPTANCE OF PROJECT s,/1 derwral. Upon commple fen of lw"Itatlorm, a meiitarence parted Or a arininmem of 1110 days Aar an landscaped arose s required prior to final sccaptance of the wok by the City. The C.omm+a cement data for the maintenance priod San commnence Upon written approval for all phaw of planking Mwtanation by the City Public wombs I Spector. Mainteoanu period sill be adequate to verify plan characteristicd and estab,111 mmt A Tiro Mwpsetias sill be made that affect the oetebllWomm porlod: The tint after all planings have been completely Installed In ordr to approve the beg" of thhe ootabnSmek pr Tod, and the Second at the end of the establishmerk prloci. If plait" ala not accaptabla et the eci of the ISO do period, dua to defective makxeneneSI, thhen conies oetablishmek until all work meet* with the W-wificatlone and can be approved Ib, At trmiation o► estabilswant period all plat material Sall be Ile, healthy, undamaged, and free of Infestation wrfor plant" "If b* laced and brought to a satisfactory condition before final acceptance of work will be made. All areas shall be mostly raked and f1•ee of woad*. 3612 MISSTON INN AVE RIVERSIDE, CALIFORNIA 92501 (909) 781-1930 LIC. X1512 FAX (909) 688-8091 b �J' i� N * - - uµ� * roe ro fr t .n. \ 7 T£ OF Ci�k S�tEET OF BOTANICAL NAME SYMBOL. COMMON NAME SIZE SPACMG REMARKS REFERENCE m 0 LAGERSTROEMIA x. FAURIEi 'BILOXI' PINK HYBRID CRAPE MYRTLE PITTOSPORUM TOBIRA 'WHEELER'S DWARF' WHEELER'S DWARI= PITTOSPORUM DIMS BICOLOR FORTNIGHT LILY LANDSCAPE BOULDER 15 GAL 5 GAL 1 GAL 2-3' WIDE 3-4' LONG NOTES - WF E OTES:REFER TO SHEET L -I FOR GENERAL NOTES. FOR ADDITIONAL PLANTNG NOTES REFER TO SWEET L-6. ALL SHRUBS ARE TO BE PLANTED AT EAUAL TRIAWSULAR SPACMG 04FN YER POSSIBLE AND LOCATED 1/2 DIAMETER OF MAXMUM MATURE GROWTH FROM EDGES OF WARDSCAPE. LANDSCAPE AREAS SHALL RECEIVE 4' OF COMPACTED WOOD CHIP MULCH WDER ALL TREES AND SWRUBS AND BLEND INTO EDGES AT GROIMDCOVER AREAS. GRADNG OPERATIONS SHALL ACCOMODATE THE MULCH. CONTRACTOR SWALL SUBMIT A SAMPLE FOIR THE CITY'S APPROVAL PRIOR TO PURCWASE AND PLACEMENT. 20' O.C. 4' O.C. 2' O.C. REFER TO PLAN 1-8' NIEGNT 2-3' WIDTH FULL AND BUSHY DEFER TO DETAIL SWEET L-6 REFER TO DETAIL SWEET L-6 DO NOT SUBSTITUTE REFER TO DETAIL DIMS VEGETA SHEET L-6 NATIVE BOULDERS REFER TO DETAIL A SHEET L-6 LEMON AVENUE SECTION A -A 14,=V -v 4vas o� Al° ° d aPd p v ava� av a QG ut,PR+TRDfMA x PII/!!Ef ICoxr �..m. Tn 1512(0 IWAM PEWTITM S&L MWATE) 3612 1QSSION INN AVE RIVERSIDE, CALIFORNIA 92501 (909) 781-1930 LIC. #1512 FAX (909) 686-8091 LANDSCAPE ARCHITECT �f r 10, 2w 30' SI tEET OF NOTES: 1. REMOVE NURSERY SINGES Y l 2 SS BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N ` W E S Q?� �� TIGHTLY COMPACTED T BERM TO FORM DEPRESSED WATERING BASIN, TOP TIE TO BE PLACED AS 4" WOOD CHIP MULCH. LOW AS POSSIBLE ON THE TOP OF ROOT13ALL TO TRUNK TO ALLOW FOR WINDEXTEND 2" ABOVE FLEXING OF THE TREE BUT TOP OF STAKES BELOW FINISH GRADE NOT SO LOW AS TO LOSE HEAD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. THE HEAD TO DROP MAIN TRUNK ' (2) SETS OF CINCH TIES SPACED 24 - APART• ATTACH WITH GALVANIZED SCREWS TO B' LODGE POLES. t2" MAX 2- DIA. LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN, II—I DRIVE A MINIMUM OF 6" INTO I I—III—III- UNDISTURBED SOIL AND POSITION -III II I III—I I—I STAKES OUTSIDE ROOT BALL. ROOT BALL I=III=III_ ARBOR GUARD IN TURF AREAS AND FRONT YARDS. — A— TOP OF ROOTBALL TO EXTEND ?• 101 I — —III— PLANT PIT TO BE (1) TIMES IME ABOVE FINISH GRADE. =I I I—I I I_I I I—_ I I I—_ I I I—_ I I �I I III—III WIDTH OF THE ROOT BALL. TIGHTLY COMPACTED Jr BERM TO FORM(—III—III—III—III=II WATERING BASIN BASIN FOR RESIDENTIAL AND —III —III—{ I I—III—III—III I I—I III GROUND COVER INSTALLATIONS. LOCATE I [E] 10 I I—I I I—III—I —1I I=I — OUTSIDE OF PLANT PIT, BERMS IN TURF —III—III—III—III—III—III— =11 I— AREAS TO BE REMOVED PRIOR TO CITY il—iTil—I i i—ATI—ATI—PTI—I i I— ACCEPTANCE. NATIVE NATIVE BACKFILL WITH NO ROCKS GREATER THAN T DIAMETER. UNDISTURBED NATIVE SOIL. NOTES: ROOT BALL /? /i/�\ I I 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE NATIVE BACKFILL WTH NO OF ROOT BALL. DO NOT CRACK ROOT BALL. I II I ROCKS GREATER THAN T DIA. j 11=1 I I I I I=i I I 1=1 1-I I I—I I =1 11= I I= : i- =i ! -111 M I I I I—I 11—I 11—I I I I=1 11—i 11=1 11—I I I I-111=III— I= o II-1111—I11=III —III—III—III—IIII—= 111 —111111NATIVE SOIL UNDISTURBED III -111-1 I I-1 I I.III-1 I I-1 I I-1 I I-1 I IT! I I_I I hI I I-1 I I-1 TWICE ROOT BALL WIDTH _I o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED B. CONTAINER PLANTING o CITY OF RANCHO CUCAMONGA, CALIFORNIA O STANDARD PLAN ,p APPROVED BY DOUBLE STAKED TREE STANDARD PLAN w ' W 5 GAL — 24" BOX Q RICE J24953 �,T USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I Or I Vl_ RAGTY E E `�a'R TE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I Or 1 HARDSCAPtNG/ CONCRETE HEADER k I 12' M 4" OF COMPACTED WOOD CHIP. MULCH. FINISH GRADE 7COMPACTED OVEL CUT EDGE NATIVE SOIL NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PIANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A Ir RADIUS OF THE CROWN OF A WOODY PLANTER. CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED SY- STANDARD PLAN MULCH INSTALLATION CITY ENGINEER - DATE USE WITH STANDARD SPECtMATIONS F011 ►UNIX WORKS CONSTRUCTION SST I OF 1 R.C.E. 2 a 9 ¢ 3 1 I ; I PLANTING NOTES LANDSCAPE (Point Value) POINTS CLA NtED 1. CONTRACTOR SHALL NOTIFY THE Cr Y AND LANDSCAPE ARCHITECT OF SITE 20 CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND 2. Turf limited to 25% (45% residentisf (20) SPECIFICATIONS. CONTRACTOR SHALL. BE RESPONSIBLE FOR REMOVING L4 AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS 10 WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 4. Hardscape (non -irrigated) surfaces (10) CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL L-4 PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3.. CONTRACTOR SHALL FAMILIARIZE HIMSELF11ERSELF WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE S RESPONSIBILITY FOR TIIE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, t. Soil amendments (S) ANY DAMAGE OF SAID UNDERGOUND FACILITIES. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION �Q WITH THE INSTALLATION OF THE SPRINKLER � SYSTEM HAVE BEEN (Mininwm Points Required COMPLETED, FINAL GRADES HAVE BEEN F.S'TABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. j 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY L-2 AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF 20 ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A 3. Designed to water plants by watering needs (10) REPRESF,NTATIVE OF THE CITY PRIOR TO EXCAVATION. ' 6.. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF S ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS S. Rain sensors (S) A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ' - ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. 7. QUANTITIES SHOWN ON THE LEGEND ARF, FOR ESTIMATE PURPOSES ONLY. L-2 FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED, S. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE 60) AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. R STORM DRAIN/UNDERGROUND UTILITIES WE NOTE 3 i , N. zt'SIDEWALK UTILITY OLE I i S.L. CURB AND GUTTER METER �jc * MIN. MIN. \ \ ` I I — W • QFH SIDEwaLK z I DRIVE APPROACH I S.L. r- v CURB AND GUTTER 5' S' 10' 10' MIN, LAIN, MIN. MI UNDERGROUND STRUCTURE sq. CATCH BASIN TRANSFORMER VAULT. NOTES: * 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. ATWOPARKLOCAL RESIDE REEESNAT'LA/1L AP ROACHERESIDENTIAL EMPLACED BEHIND SIRSECTIONS THE DEWALK. I 4. MAINTAN 5 FEET FROM CENTER OF STREET TO EDGE OF AI.L UNDERGROUND FACILITIES. i CITY OF RANCHO CUCAMONGA, CALIFORNIA ]VED BY, TREE PLACEMENT STANDARII RAN ENGINEER DATE VSE NRr11 67ARDARD sPcctmATIoNs roe PueL1C WoRKs ew""vc ON 24953 $WEA I or I 9: CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CITY. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMF,NDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL PEST RECOMMENDATIONS (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATFS PER 1,000 SQ. FT. 4 CY. NITROGEN STABILIZED SAWDUST 120 IBS GYPSUM 125 IBS ORO -POWER PLUS 11: LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDO" AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH,, CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: . BLUE RIBBON NURSERIES ORANGE, CA (714)633-3666 1•-2' MAX. DETAIL A -- GRANITE BOULDERS SIZE PER LEGEND. SHEET L_B DORY 5OULDER5 TO EXPOSE NO MORE THAN 1- 2' USE NATIVE BOULDERS GRADE LIMIT OF PLAT vG NOTE: 1 ALL SPACING 4(TRIANGULAR) GROUND COVEROTHERWISE OBE PLANTED IN` D ED A ONOUAL PLANS: SEE LEGEND FOR SPACING REOUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL 13E PLANTED AT THE FROM SUCH LIMITS. SEE LEGENDFFOR SPACINGATED R QUIREMIENTS, 3. SPACING REOUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OF PLANT MATERIALS. PLANT OUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. . CITY OF RANCHO CUCAMONGA, CALIFORNIA TVED ,Y."SHR;UB;AAINDGROUND COVERSTANDAttaACING 9MS POR PUVM YroR1CS COMSTRL�TIOk 249�5,� iNE'ET 1 Or 1 DESCRIPTION OF REV15ION DATE , CITY Of RANGrtO GUGAMONGA 3612 NLSSION INN AVE RIVERSIDE, CAIdi''ORNIA DIVER S I P I E D P A G I F I G W501 LEMON AVENUE LMD (909) 981-1930 TRACT #1572G AIC. #1512 RANGI-10 GUGAMONGA FAX (Wq} 66-sm PLANTING DETAILS LNOSCAK ARCHITECT APPROVED BY - 1 , DATE53 ►,�$�,p, CITY ENGINEER R.G.L. NO. 2 s `� " z � t7C5lfliCD t3Y RDGOh{�►QCn � � xLueK Ab MPR 1�1tAwrt W MPR L—G cr G `��r crtrcNrfl eY D"*W1 NO. f of G' CITY "D No. IG03 — L "TV PtL No. SHEET OF I XERISCAPE ASSESSRIENT SVSTEM1I SU5fNlAiUy-1- _. -------- LANDSCAPE (Point Value) POINTS CLA NtED REFERENCE (Sheet N/Ref N) 1. Water conserving plants (20) 20 L4 2. Turf limited to 25% (45% residentisf (20) 10 L4 3. Plants grouped by watering need (10) 10 L_4 4. Hardscape (non -irrigated) surfaces (10) 10 L-4 S. Permeable paving (5) 4. Low-water turf varieties (S) - 7. Mulch provided in non -ground cover areas (S) S L4 t. Soil amendments (S) 3 L -S. G Total Pohos Claimed �Q (Mininwm Points Required 60) N. IRRIGATION (Point Value) . I. Low 92"C nage irrigation system (20) 10 L-2 I Automatic controller (20) ' 20 L-) 3. Designed to water plants by watering needs (10) 20 L-3 4. Spil moisture sensors (,0) S S. Rain sensors (S) - 6. Wird sensors (S) - 7. Sensitive to slope factors (S) S L-2 t. Reclaimed or recycled water (5) Total Points Claimed gQ (Minlmum Points Regv;red. 60) DESCRIPTION OF REV15ION DATE , CITY Of RANGrtO GUGAMONGA 3612 NLSSION INN AVE RIVERSIDE, CAIdi''ORNIA DIVER S I P I E D P A G I F I G W501 LEMON AVENUE LMD (909) 981-1930 TRACT #1572G AIC. #1512 RANGI-10 GUGAMONGA FAX (Wq} 66-sm PLANTING DETAILS LNOSCAK ARCHITECT APPROVED BY - 1 , DATE53 ►,�$�,p, CITY ENGINEER R.G.L. NO. 2 s `� " z � t7C5lfliCD t3Y RDGOh{�►QCn � � xLueK Ab MPR 1�1tAwrt W MPR L—G cr G `��r crtrcNrfl eY D"*W1 NO. f of G' CITY "D No. IG03 — L "TV PtL No. SHEET OF I