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HomeMy WebLinkAbout1531-L LANDSCAPE ARCHITECTURAL . PLANS s ][I Srr ][Z]- E]Err lxrir MEDIAN 1.,ANTOSCAPIE lA41P11Z0V1E1N41ENrrS PARCEL MAP NO. 14647 (PHASE I) LANDSCAPE MAINTENANCE DISTRICT NO. 3B -- - CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE P.O. BOX 807 RANCHO CUCAMONGA, CALFORN`IA 91780 VrAWY MAP GENERAL NOTES SHEET MEX L-1 TITLE SHEET L-2 IRRIGATION PLAN 1_ Aft ENCROACHMENT PERMIT SHALL K 0$TAtNED FROM THE CITY ENGINEER PR)OA TQ COMMENCING ANY WORK. L-3 IRRIGATION PLAN STH STREET It. ALL WORK SHALL NS, PROJECT CONTRACT DOCUMENTS/SPECIFICATIONS,FCITY OFE DONE IN ARANCH NCE CUCAMOTHESE NGA STANDARDS, AND E L-4 -RRIGATION DETAILS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1995 . EDITION. �� CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE L-5 CONSTRUCTIQN / PLANTING PLAN PR CT SITE TO THESE STANDARDS AND SPECIFICATIONS. c PLAN ww'',, & APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ILL PESIII✓T�IfPIPLlC�t110N5�Q/aE L-6 CONSTRUCTION I PLANTING r�� Q 4. GSIDEWALK MAXIMUM 8RADING STANDARDS .3% 3%ITY MAINTAINED AREAS SHALL BE: P'C"A TIOrI L-7 CONS 1 RUC 1 ION/PLANTNG DETAILS AND NOTES * MAXIMUM SLOPES IN TURF• MAXIMUM SLOPES IN GRouNo ovER e� stOFwALK Aroo CURs �% l-$ IGA1'ION A�TOIVS ' Q • MAXIMUM SLOPES IN GROUNDCOVER BEHIND SIDEWALK 3:1 AND 2:1 SLOPES IN ` APPROVED AREAS. 1-9 V<JI�IS 1 r1V�� I Mr PLANTING xCV1�IVCN�7 ,� UPON COMPLETION OF INSTALLATION, A MAINTENANCE PERIOD OF A MTNfMUM OF180 '+' DAYS FOR ALL LANDSCAPED AREAS IS REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE w Q WORK BY THE CITY. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND ADJUSTING 4TH STREET NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER Z COVERAGE. COMMENCEMENT DATE FOR THE MAINTENANCE PERIOD SHALL BE ilJ APPROVED IN WRITING BY THE CITY INSPECTOR AND THE COMMUNITY AND PARK DEVELOPMENT DIVISION. MAINTENANCE PERIOD SHALL BE ADEQUATE TO VERIFY PLANT Z CHARACTERISTICS AND ESTABLISHMENT. oto CONSULTANTS RJM TOBY MERTENS; DESIGN GROUP, INC. IRRIGATION CONSUL'TAN'T SRM AM LAMMAM ARCR 333 AVE ADOBE SAN CLEMENTE, CA 92672. LOCATION MAP QUANTIMS C PSC (714 498-4483 = .= CNOINECRINO OROUr. INC 937 SOUTH VIA LATA. SUITE 500 T , COLTON. CA 92324 .f 1,ON NIV, PRACK / Ph MW 783-3M 1 NOL son O MEDIAN IMPRO G, 3CA "MIS DECORATIVE HARDSCAPE . . . . . . . . . . . too . . . . 1091409F O C GROUND COVER AREA . . . . . . . . . . . . . . �. . . . . . 13,310 SF I TREES v . (LAGERSTROEMIA, 24" BOA . . . . . . . . . . . . . . . 64 � .�„ PR CTs TOTAL MEDIAN AREA: . . . . . . . . . . . . 5544 AC./� S.F. aff ...�..+. ... ..... . t „;:._::::�,:.:::<.,, �, �: _ DESCRIPTION OF REVISION DATE NORTHERN PARKWAY IMPROVEMENTS: � � .� CITY OF RANCHO CUCAMONGA 1 , GROUND COVER AREA . . . . . . . . . . . . . . . . . . . . 41065 SF O O TREES (MAGNOLIA, 115 GAL. . . . . . . . . . . . . . . . . . . . . . 8 �°' SIXTH STREET LANDSCAPE IMPROVEMENTS .mea� r..ea• . _Z PARCEL MAP NO. 14647 V TITLE SHEET SOUTHERN PARKWAY IMPROVEMENTS: PLANTING & RIGATION PLANS i GROUND COVER AREA. . . . . . . . . . . . . . . . . . . . . 11,075 SF SC APPROPED BY: ` DATE ' TREES (MAGNOLIA, (15 GAL.) . . . . . . . . . . . . . . . . . . . . 25 aYAA► CITY It.C.E. rlo. 42 953 ,+Mea 1 W RJ M - QUANTITIES SROWN ARE FOR ESTDMTE PIIRPOSES ONLY. Pim FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE RN DESIGN GROUP,INC. �r GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. * I "''"""'"�NOtA"°@C'M �r�TE rya NO. OF c� � CITY X153 I PROJECT SHEET NO.Z2-- OF, 6' -3 , ~ - - i � | CONNECT TO EXISTING 2" STUB OUT, COMMON AND 6 CONTROL WIRES l l FROM GOLF COURSE IRRIGATION SYSTEM. STATIC PRESSURE 120 PSI, PEAK DEMAND 31 GPM. f' SET PRESSURE REDUCING VALVE AT 72 PSI. , R 13 PARCEL 9 D A. loll _. ........ .... _.. w_ _ .,. _._ ... _._._ _...._...,.w......_.. ,,. ............. ............ .... ......... ............. ............ ........... ; • / � d N i I t 1 I J � i A _.... .._, ,. __............... INSTALL(2) BUBBLERS FOR EACH TREE. ...... ....... 46 L `� _.............. ._........I......__..-_._..............._...............�-_ ............._._...............— _........................ _--_..............__..._.....__ -_.... ....._._.............._ _........._-_. .... __ _............_..__-.._._..__—__ .....__._.. ._......... - . . _ ____- - ._......_...... - -- z _ ..._.......... __ _._._ .....- _........... _... ... ..__ _._...... _ _......_.........._...... __-..__........_ ......... ....... __.. _.....__--.. .... _.__..._.. -_..._......-___....... t -__ ____�_.. _ _... pa A Alt do 0_ L _ UEi _r ..._....... _.......... .............. � t i ..............._- _ A(O Ady I TRENCHING PER DETAILS, IN 9 I i SHEET NO, L-4 FOR STATIONS Y TO COMMO , A A V LVE BOX SMS i - h s i • s.. ..•� /49 .. .._,._... .. _ �' r ..,•� ,J ..._.-.._ _....-. ..... ....... ...._._ ... . ..... » 47K. ..... til -'1. ..J,. .. .. «._ " _._ .._.. ,............ ........,,_. .,....... ..._ ........,w. �.w...- y _ l / !t2 �yw ...._.�...._....__.__.�.....owl.... ....�� �""" _.. � .. _..... ..._.._._ ... ... .,..._ ._ .�.rr•i.....r""'`.I .._-..._..._....__. .,....,-,, ..._...._..,.....____.....,.__...___ .__. __ _..�i-,. . a i , 2 CIO r INSTALL A 1-1/2" FEBCO 825- Y-BV REDUCED PRESSURE BACKFLOW PREVBNTax, FOLLOWED BY A 1-1/4" DATA INDUSTRIAL FLOW METER, FOLLOWED BY A 1-1/2" CLAYVAL MASTER VALVE. iNSTALL ALL I 34+00 EQUI PMBNT PER MANUF�p�iZ�JRER3 RECOMMENDATI ONS AND LOCAL CODES• ACTUAL LOCATION TO AS DIRECTED ON SITE BY A PARCEL Q((r�1 "N REPRESENTATIVE OF THII CITY. PA " BACKWLOW PREVENTION DEVICH 28 TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. THIS DESIGN IS DIAGRAMMATI( , ALL PIPING, VALVES, ETC. SHOWN •, WITHIN PAVED AREAS ARE FORD CSIGN CLARIFICXTION ONLY.AND SHALL �*+ w BE INSTALLED IN PLANTING AR AS WHENEVER POSSIBLE. AVOID ANY •• . " CONFLICTS BETWEEN THE SPR NKLER SYSTEM AND ARCHITECTURAL .. s FEATURES. eJ CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN 1000, ON Comm wra VALVES PLANS AT THE SITE , PRIOR TC COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALT Bm REP,Q TED FOR DIRECTION IMMEDIATELY TO THE CITY. �M o won THE CONTRACTOR SHALL FAMI IARIZE HIMSELF/HERSELF WITH ALL CALSENSE UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAX= SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO 4— WATER FLOW THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF M GALLONS PER MINUTE' IS AS SPECIFIn. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TOMASTER raw INCK-nmw .WATER VALVE SEND R PREVEMTEII METER. THE START OF INST3LLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF .HI CITY. TYPICAL CONTROLLER INSTALLATION WITH FLOW SENSOR' & .MASTER VALVE CM PRESSM CALCU•ATM CITY PRESSURE CALCULATIONS CITY PRESSURE CALCULATIONS TIMs15R�ISR 1 ' ..�.�. >� :•.• WATER METER t - SIZE WATER METER r WE llrwA/1011 20701 ELEVATION ELEVATION sRs� CBLCOLA17M aTATMs PFAIM M WoN_sS.S Lair ,�.. STATIC PRESSURE MGM 120 LOW STATIC PRESSURE KG14 120 LOW RtK�EA•i 7r t�ib� •OIIMC!Of EIf01wM11Mf Mr. Ri „` sOURCL OF wOrAUTION We Winchester SOLVM OF Ai'FFORMATION Thl.p.w}:Id)E.-j= Nate! Mete! I rise r1y /MON [MSIR C.C.Tr.D. PHONENUGolf eatsz�e Architect chitect PMONENUMBER Golf Couse Architect. Elevation DATSOFa1PD10011"M' �si2%1" ...� DAIS Of00`04144TION 10/22[94 OATBOFSNFORMATM" 10122/99 Static Presswe Ulk Lw :oust• of Infostsatism Phone Number MAL 1 SL51/AlISf1 12Z1370P l slr'A11Qsvm010N1q KQ.L WANELCVAr4V '"'--- (RE"EDIFSTATIC PRESSURE(II,p(00%" H.O•L. MEAN KUYAIM (RECIYGIF.AOSTATICPRESwRELwN0VIN) Date of Information "St Moon Elwstiem �� (stout ssti vmtsllctrm) 111TMCM WATER METER WATER METER - Water Motor Elevation io 111111.1"Im M ELEVATION "} ELEVATION �'} M Elevation Difference — Is 0.4» • 44 2M B Awe x It. ''33• DESC�iF I OF FIEVI810N DATE CITY Remote Control Valve I � � sire 1 V rA"MccN SLVaLVS — � sat 1 1 REMOTECONTROLVALVE C s!Z2 1-1/41' RLUMCONTFo:VALVE S-6 SIZE 3" NOSC AFPFCKAL Maximum Demand % • - OPfI Iww% eI00MM 22� ___ e.PJL MAXIMUM DEMAND 29 cLPM. MA)W"DgAAMO 25 ".M. `�"AWTW CITY OF RANCHO CUCAMONGA Elevation of Highest Meed • SLSVAT1a10F VAVATIONOF 73.5 MIOI�T Mw ,�91L,_ raalrEST MELD rBaI9EST NEAO '�.s Q Q R rAN '4 Pressure � RCV PSI cam -� �O �'�, au ■1n ilia i.s t_ t^ pass IE 0 Sar. /it PRESSURE O LCY. 11.31 PRess IRE o R.C.V. Z~ Nater Mote! a,• �• sm !� !AL{� m in My P.W.Loss nTv. S� MM r s.L Lass 1.P. Sackilotr Dwlce % � 1-1 WATERWM 2.1 WATM MGM 'N WATER METER 14A� cc � SIXTH STREET W R P.MACKILSW 9t 00 R.P. BACKFLOW DEVICE NA R P.BACKFl.OW DEVICE NA Press. Reg. (Pall-°t:) LANDSCAPE IMPROVEMENTS . Master valor M/ Plow IIetM �� 2-1/7' 9ATe VALV , 1 2 ULSTER 1 I 1-t�z or►TEYALv[S 1 P.M. NO. PR s date Yalv(s) ¢• 1_1/T WBTB11vALYA Flow sem! 7main Lino 4y y _ 7 MA3TEltvxcV/ �'U MASrEnvALYF �A$ - * • # • t • 14647 Main Line PRESS.rlBo.a'ALL!>� !to PRESS.Rez(IALL� S � arm r YRE7L'L REG(t<ALL 5.0 R.C.V. Assembly —�— _�, Z•5 • MAIMNS s., w soC 2' . '3.8 450 1-1/2 ;AIN-Eft 7.2 f�lfIn 0 f1tVA1 MV PLAN Lateral Lino Lose - MAN LBO - " MAIM LIME MAINLINE of CAO Lateral Line Loss _�.. y 1/4" ROIOTt00NIMKVAWSAMMl1 7.61 �d REMOTE CONTROL VALVE REMOTE CONTROL VALVE ASSEMBLY 8.5 Lateral Line Loss Pittings Loss (100) LAT:AAL LBMLop -3.j LATERAL`INE Loss LATERAL LIME LOU 3'1 APPROVED BYs/ , / DATE! Elevation Change (0 sod 1• �� LATEAAL LM Loos LATERAL LINE LOS: LATERAL LINE Lass !I Total system Losses: yA. ice; �� LATERAL NMB bop ,�� LATERAL LINE Loss LATERAL.LINE Lott CITY ENGINEEl�t Min. PSI to operate Last Reads nrn�ostop(Tt1N FIrrM3I=Cio%) .7 F1TZt4SLOSS(10%) �•� RCE NO. 24253 Total Pressure Regtris•dr 70• sLlYATMIIICIMMss(d •4t �1 VAVATIONCNAM (2) 3' 1.3 ELEVATION CHANCEU 3' 1 a DESIS" eyenr per, Residual Pressures TM Pre-set Regwilot•d ssosew* (It Arm♦talt Nei ?amLoseft SLI TOTAL SYSTEMLONiCss 21.2 TOTALSYSTEMLOBSEs: 25.0 Pump boost (if z p'a)s !M>lN1R10gER#Tsllpss 3fl� PRESSURETOOPERATErrF,ADs _ PRESSUfTO OPERATE New% .0.0 som ors N �.� 51.s 55,0 T.M. DESIGN Gft" Imo. TSTAL MlMlllls pMml� TOTAL PINS IflEr TOTAL PstLrlstlls[RSQIOptEo: a.i•w�t+untrs Asc�sncTml4 *INtes City Replssd Reeidmal Nater !!solos 15-20 set (mim.) LswmsI cfAM/ 11 AVM AGLO ��r— LOMICSTSTATICP t=ftAVARAUZ- 1 LOWEST STATIC AVAMABL : 120.0 wwo s �.,r•.r,00woom mmww mw OF /II6pT IlBatrLATgs Pnlsstlp R ASROR PREaIET REGULATED/RE'W VAE(If REQUIitED)s 70 ORS4WT RIOULATED PRESSURE pr s4 r oU"mj»; 72.0 Ils. Contractor shall verity the static PT79UCQ "d meter ria• IMSVJALWATER PRESS M RE3lOUALWATER PRES�IlRE RE=UALWATER PR£SSURE: T�b�t•�MI CsISBftO at the point of connection. Any 4 viatica from dessi criteria shall be Drought to the attention et the city. fm� SDMSL wxln 1155 wft �,�A CITY REOUM 0330M WATER PRESUAM 16-20, t CTIT REOUIRED R1301IAL WATER VRE$VJRE: 19-2k P, a 3 3 Avillrs Adsbe CITY hnw Son Cft.CA.=172 T1531 TdM 4MR0 413 FsK714)41114"2 PROJECT SHEET NO. ,'L4/ OF I < UA TO SPRINKLER - ANGLE PIPE TO SPECIFED DEPTH WITH 15' ELLSBACKFL SCH 10 PVC MALE ADAPTOR < N ASSEMBLY PREVENTER S" 60 PVC UNION NIPPLE - TYPICAL ° SCM 90 PVC UN l ON =«- J 'SNAP-T TE' WAT RPROOF = (1) PLACES CONNECTORS OR EQUAL '� ROUND PLASTIC VALVE 60( a BRASS OR PVC NIPPLE COVER ETCHED 'PRESSURE REGU ATOR' _ ROUND PLASTIC VALVE BOX A c ELECTRIC CONTROL VALVE = (CARSON OR EQUAL) d COVER ETCHED "IRRIGATION GATE' --- WHITE to _j PLASTIC VALVE BOX - FINISH GRADE _ (CARSON OR EQUAL /� BLUE z MARKED "IRRIGATION RCV" "' " I NIPPLE (CARSON OR EQUAL) ► • a ETCHED WITH CONTROLLER < n FINISH GRADE -- 6' THICK X 12' WIDE 'SNAP-TITE'WATERPROOF RED CONNECTOR OR EQUAL Z -- CONCRETE PAD (LENGTH VAR1E BLACK AND VALVE OU IT 11U PER SIZE/MANUFACTURER) WITH 60 MESH o SLOPE TO DRAIN AT MINIMUM IRRIGATION CONTROLLER LOOP OOL24'LONG) r M 1 f!N I SN GRADE ROSS WYE STRA 1 NEFj PING TAIL EXPANSION W, < ALL VALVE - 1 1/2' OR SMALLER WIT MONEL SCREEN 2% STAINLESS STEEL HANDLE FINISH GRADE WATERPROOF ALL SIDEWALK PLASTIC VALVE BOX (CARSON OR PRESSURE IEOULAT011 UN]ON WIRE CONNECTIONS I�J/L•J - 2` OR LARGER WIT VC SLEEVE EQUAL)WITH PLASTIC INTEGRATED = ISTURE mWeDG 2' OPERATING NUT A REQUIRED FOR LOCKING LD PLACE AT GRADE N AS PER STDSENSOR . n1 ROU RE IPE TO GACKFlOW i VALE - VALVE z j� •�• •.._..• ' . PIPE THROUGH TLIRF CONCRETE PAD PLANTA AND ]'ABOVE N DETAIL 520 Ae VENTOR I IPPLE - TYPICAL 1 3• PIG TAIL EXPANSION IPTEERFROY 7' CAAt _ _ (2) PLACES PIG M EXPANSION LOOP (MIN. 24' LONG _ � FROM WATER SOURCE - LOOP (MGRL21'LONGI WHITE FLOW BRASS ANGLE FLOW • 3' ADAPTORi SCH 40 HALE (COMMOIO 'I \ ED VALVE W/UNION 3 .A REQUCROMPACTION _m _ M BLUE e 3 3/1' WASHED WIRES '+ __ `' CRUSHED AGGREGATE 0 WEE TE MASTER CONTIIOL r •cF ' '' i• Z INE TO SYSTEMS BLACK NAIVE SCH BO PVC NIPPLE ~" LBOW FLS i .1 CONCRETE THRUST BLOCK FLOW METER CONTROL A COMMON WIRES PER CCWO STANDARDS TYPICAL (1) PLACES DMMETIORSAME UM AS LoI i° k �,�. RIGID PIPE AND RELATED FITTINGS SMALL BE PER AETEA SIE 3/AGGREGATOEA CRUSHED r i4 }�: CUCAMONGA COUNTY WATER DISTRICT STANDARDS AS W SAS» AS FLOW METER SIM NOTES: 1. INSTALL PER LOCAL CODES. BRASS NIPPL 3/1' WASHED CRUSHED 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 21' FROM ANY III614)M DISTANCE DOWNSTREAM Of SCM 10 PVC SXSXT TE AGGREGATE BASE STRUCTURES OR HARDSCAPING. UNINTERRUPTED PIPE (SX DIAMETER NOTES: OF FLOW METER SIZE) . WHEN UNIT NEXT T A STRUCTURE ( W BUILDING. TC.) PRESSURE SUPPLY LINE 1. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR MA RDSCAPI NOTES: 7 E U ! 15 E 0 UC URE IE ALL. BU L E NOTES: 2. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. MI6MK)IN DISTANCE UPSTREAM OF r 4. ORIENT UNIT PARALLEL TO STREET. UNINTERRUPTED PEE WX DIAMETER 1. INSTALL CONTROL VALVES A MINIMUM OF 12 FROM STRUCTURES OR HARDSCAPI 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. INSTALL CONTROL VALVES A MIN. OF 12` FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. OF FLOW METER SIZE) 3.PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 6. DIALETIC FITTINGS ARE REOUIRED FOR CONNECTIONS OF 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE 80X. VALVE NUMBER. S. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. LIR METALS. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AN 7. VALVE PER STD. SIB REQUIRED BEFORE BACKFLOW PREVENTER S. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. WHEN MAINLINE IS 3" OR LARGER. VALVE NUMBER. R CM OF RANCHO CUCAIIONGA.CAL.UIOBiMA CrrT Or RANCHO) COCA1601MOA.CAl.IPORNI A A C HM Q RANCAD COCA C&GA.CAL P0RNL CIT! (W RANCHO, CUCAl60NOA,CAI.1a0RIQIA Crr! CW R AIIGaD CIDCA�06I0)A.CAL>aORNiA ,L A/PMllm n. STARaAM PLAN I L nR STARDOM PUR Ammumm n. VALVi STANDARD PURI I=ARbVa9 n' R�CI� P��s STANDARD PUw I ARMM n. STARDOM FUN RILMOT= CONTROL VALVS WI'R'E nOW/ IQPfR UMAIL►TM INLrr-C" VALVE ! UNION rR>f/BUU RiOETIr►I VALVs .r--.No 1AICUM Ow MSV R47M �'�� DAT[ M SRN STANDARD SPECIFICATIONS PIMX:W�LS OOIKTNCTDII :���� DATE UK NTN STANDARD SPICIP", i 1011 PUBLIC NWRS CONSTRICT= �'D�01 OATS USE WIN nAMSA1D INW=Mw PWG PUBLIC WRRS CMTNWM QTv DRsm1 GATE ut WrrN STARDOM s+Earlunas Fa Plat WORE DWIrtRIt:tIRN !I!T IM 1 �•�� DATE LAK WITH fTANOAM lSEPVTIRR 1�PILO:WDIRs CORaTIWRCTIGM tRRT 1�1 �Ru.t LEGIT la 1 �R.Cl. a1ftT III I R.e.L 6NWIT IM I PPP p r 24' STRONG GOX MODEL ND[ fG-l/tt/ilOY POP-up HEAD BODY SET TO I-POP SHRUIS HEAD BODY SET TO 1/4' ASM FINISH GRADE 1/1' ABOVE FINISH GRADE FINISH GRADE INISM GRADE NOTE: HAROSCAPING(SEE NOTE 4) ENCLOSURE TO GE 6R0(ROED PER LOCAL CODE. GROUND ROD TO BE INSTALLED INSIDE ENCLOSURE, • CONTROLLER SIDE. w 1�- FINISH - FII �I I11-1.1T- = 11 I I )'i' X 3'i' X 6' COMPETE 1N. 11 I 1 F(DTING INSTALL A MINIMUM OF 22 3' ABOVE GRADE AND SLOPE ev ' -I I I • I-I I • C. I P' TD. T SEE O DRAIN AT MINIMUM of ! SEE CLEAN BACKFILL _ CLEAN BACKFILL - - N SCH BO PVC NIPPLE III SPECS. FOR MATERIAL. a a -III SPECS. FOR MATERIAL. I _� (MINIMUM 2' LONG) I-I I I 907. COMPACTION REQUIRED G I-I � 90% COMPACTION REQUIRED � pllE/COMTIIQ WINES IN T" -I I I I I ~ -III I tL 3�SO.40 PVC CONDUIT. SCH BO NIPPLE - 6" L SCH 10 PVC I-I I I PROVIDE 6" MIN. OF SANE) __ I-I NON-PRE LATERAL LIN s T X T 90• ELL �_I I BEDDING AND SHADOING III I - SCH. 40 SNAKE PIPE 1N 1!0 VOLT WINE IN RIGID S E I III II TRENCH CONDUIT T ( IDICI • SWEEP EL TPORERSEOFABNET (TY )MARLEX 90STREET ELL L 1g �1 I II-II -IIII - PRESSURE SUPPLY LINE: -III -11I= SCH. 10/CL. 315 SNAKE -IIItt= CONTROL WIRE SLEEVE - 1 PIPE IN TRENCH HEAVY DUTY WEATHER - RESISTANT ELECTRIC METER PER SCE SCM 40 PVC RLEX 90' ELL T -II !-1 = ADJACENT PTO PRESSURE I-II II P AD CONTROL AS ELECTRIC WIT�1 o PER !TY ® r 11 -: III -_III_)':- - ONTROL WIRES - BUNDLE EX 90• STREE ELL 90• STREET ELL _ SUPPLY UNE ti ^3 AND TAPE AT 15' D.C. A r, I AIYf' / /yYT�IrNt ON-PRESSURE NON-PRESSURE - I - I I-III-~ II-II INSTALL ADJACENT TO MARLEX !0' STREET ELL LATERAL FITTING - ' I-I - - - - - - L EL �,� LATERAL FITTING - I ' - - - - PRESSURE SUPPLY UNE -III-I I III III I I I II PRESSURE SUPPLY LINE CALSENGE CONTROLLER MOOEI MO• PRESSURE LATERAL LIN SCH BO PVC NIPPLE NON-PRESSURE LATERAL LINE -I ! I-IIII_III-III-II -III=III- SLEEVE - SIZE TWICE PER PL AM. TYPICAL (2) PLACES DIAMETER OF PRESSURE -II -II it -III-II REFER TD CONTROLLER a I �� SUPPLY UNE I''�IIII 6' TVP. i-IIF-117-1-PROVIDE 6' MIN. OF SAND INSTALLATION STD. I I I �� 6' TYP. BEDDING AND SHADDING SECURITY LI PLANS. FINISH ANTI-ORAIN VALVE AS REQUIRED TIMER REQUIRED PER L , NOTE: NOTE: NON-PRESSURE LATERAL 1. LOCATE HEAD 2' TO 6' FROM WALKS. CURBS. HARDSCAPING. MOW STRIPS. 1. LOCATE HEAD 2' TO 6' FROM WALKS. CURBS. HARDSCAPING. MDW STRIPS. LINE SLEEVE - SIZE TWICE GRADE G' GROUND ROD " AND EDGES OF LAWN. NOTES. DIAMETER OF NON-PRESSURE I' SCH CEC40 CICr�tOMT MIN. AND EDGES OF LAWN. II II II 1. ALL SLEEVES TO BE SCH 40 PVC, LATERAL UNE WIRING I11 21 T!0 VOLT WINE IN RIQ 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. USE TEFLON TAPE ON ALL MALE THREADS. NOTE: STEEL CONDUIT (PER J. INSTALL MEADS WITH INTERNAL CHECK VALVE AND PRESSURE 2 EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. LOCAL CODE) COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3 ROUTE SLEEVING AROUND HANDICAP RAMPS. 2. PRESSURE SUPPLY LINE: 2 1/2' AND SMALLER 19" MIN. DEPTH COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4 PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY 3' AND LARGER 24' MIN. DEPTH 4. HEAD CONNECTION AT BOTTOM INLET ONLY. STD NO. 120 (24" MIN. TO 36- MAX DEPTH TO TOP OF PIPE BELOW 1. HEAD CONNECTION AT BOTTOM INLET ONLY. STRUCTURAL SECTION). crri D' D C° O�Oi�'cwLnNDRNIw Crrt OF RA NEM6o ,�CAIANORNIA "APPRO V r D CITY OF RANCHO CUCAMONGA, CALIF0RNIA CrrT OF RANCHO CUCAMONU7A.CAIMKINNIA ; rl�rm IT. Cr17 Or RANCHO CUCAMONGA.CALVIONNIA ��PLAN ,�ANPbPm n. STARDOM PLAN ,.ARRD11®n. POP-UP PLAN STANDARD PLAN APPMPO 6T. STANDARD PLAN � RI1Cl.ORJR>< EII"r0! IMUS 6lRAr rOrvr B!/E�GER �An N TYPICAL SLEEVING 'rtrlcwL TRsrummlo _ ,errs A S ,�pry DMS M� IT. ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUOLIC WORKS CONSTRUCTION D�GSR DATE M NTN STANDARD SNSOPYY 7T FOR PINK WORE OORTKCTOI RTT OaG7X DATE USN.IRM STANDARD SfiCTIDAT101R PM Plat WMS OOMITOMM L �; DATE Yr NTN fTA1DAM fPSOCATOD Fa PIP;NIRS OO/TRCT01 INTI IK 1 P.n. UR WfTM 1TAIDAN IEfNC•TOi Pa PIPS WORis COIRTRICTYI !ORT Ir 1 = CE 24 S••EET I Or I R.CZ !ST IM I ■tee INSIST IM 1 `NNDSC,4p f STAND ALONE CONTROLLER WITH PHONE LINE o_ Q RYA* ANT CIO I ANTENNA ?ORT Q EPO RA'N BIRD 33 :-,a w-� ��<-'_E OUT SIDE FILLED LOCA'ED VF r Rl9BcR CAP - S PP_ C <= SNAP-TITS WATERPROOF OUTSDE Cc 90x W P:4 '2 CCv'S �CLX:_� -DSc • INS-,AUY ANDLOCAENS ------------------ COAXIAL CABLE • 1/ CONNECTOR OR EOUAL PEa C'Y AND CALSENSE STRUCTURE OR REPRESENTATVE Sw vE_S. CALSENSE CONTROLLER HARDSCAPING WIRE SERVICE LOOP (LOOP j MODEL NO PER PLANS * r NNIS GRADE - NS_A N ENOUGH WIRE TO EXTEND WIRE �wv BUNDLE 6" ABOVE GRADE 01-AN7ER BED ONLY r-,-- J'lgA Q►�NP 120 VOLT DUPLEX moi; CALSENSE HARNESS F OUT '., 8" MAXIMUM�•--� LOCKING TTOPSPLICE BOX CETCHEDOVER ITS.S. CAS • • • • • .• •• OUTLET IGFCU TERMINAL STRIPS TO _I 1= =I I� I • • • • • • v MATCH CONTROLLER T_I - II I (IIII II III=III_ 3 ]N PLANTER BEDS REMOTE P/IGTAILL MFG ION I- - TT-111AT GRADE IN LAWN AREAS SIZE 7cc.. BRASS NIPPLE 12" PER PLANS BRASS 90• ELL -�.I'- I' (- FIELD WIRES -II. I 2 SCH 40 BRASS 901' STREET ELL STAINLESS STEEL DESCRIPTION OF REVISION DATE CITY 2- SCH 40 BRASS NIPPLE - SCREW CLAMP APPROVAL MINIMUM (3) PLACES 12' X 1B' GREEN PLASTIC METER Z 24" LONG 3 �(a REBAR STAt_ BOX. CARSON DR EQUAL i SCH SG PVC 9E)' S'REET ELL , ; , (24" LONG) CITY OF RANCHO CUCAMONGA t e ENCLOSURE MOUNT a:' NOTES 1 INSTALL CONTROLLER PER MFG PRINTED INSTRUCTIONS AND PER LOCAL SIXTH STREET CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIORONT TO CONSTRUCTION LANDSCAPE IMPROVEMENTS 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE CONTROL VALVES, 3 RUN ONE EXTRA WIRE (COLOR ORANGE) TO FARTME T I V O NEACH P.M. NO. 14647 5 RC BRANCH OF THE MAINLINE FOR FUTURE USE PIGTAIL, EACH ORANGE IRRIGATION DETAILS 24 VOLT WIRES. TAPED AND WIRE AT THE ENCLOSURE BUNDLED AT 15 FT. INTERVALS 4 COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR PRESSURE SUPPLY 2 CU. FT. PEA GRAVEL UNE FITTING S NO SPLICES SHALL BE MADE BETWEEN CONTROLLER ANO REMOTE PRESSURE SUPPLY LINE CONTROL VALVES APPROVED BY: ^J DATE: 6 OTQ211 ANTENNA D OPERABLE TOORT TO BE THECTYEYARDS CENTRAO DIGITAL L OW*VTiA CITY ENGINEER, RCE NO. 24953 m SYSTEM PRIOR TO ACCEPTANCE DESIGNED BY: ` RECOMNENDEDs _ T ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE Rim m CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED S• COUPLING VALVE WITH METAL STANDARD •LAN CITY OF RANCHO CUCAMONGA, CALIFORNIA .� CrrT 0/ RANCHO CUCAMONGA.CAI.pORMLA o , QUICK �APPROVm n' STAIDAID PLAN APPROVED I. DRAWN BY: ,4 �M SHEET STAKE - FOR SON-TURF AREAS I CONTROLLER ASSEMBLY =,ANDA.O P`A" (� R DESIGN GROUP,INC. L-4 OF v SI VOLT BrL1Ct< lOZ ! INSTALLATION - TYPE A ' ' rLw*I m AHI LAFDNCAPS ANCMTWL,U.G U'• E+G:+ECR I uSE WITH STANDARD SRECIrICATIONS FOR PUOLK WORKS CONSTRUCTION S-Er. 1 Cr 1 l7TT DR1[6A DATE MK NTN STARDOM VItMCATOR I=PUaC WOW CUSTIRICTIOR 'C.T• ENGINEER wo.w...Nar w•n P..Nr.WA1R c..�„wAr•N �'1� 21953 WART Ir I - 4cE 24953 D•*[; us[ WITH STANDARD s►EuncATlo"s FOR ruKlc WORKS coNsrRucTaN s•{[* �r I CHECKED By: DRAWING NO. =RCE 24953 : CITY 1531 531 PROJECT SHEET NO. 'X5 OF,3-6 2 .......... 7-2 .......... .......... N. I . C. ................ ................................................................................................................................................................................................ ........... ..................... ...... ..... .................... Ld _ _. __ cm) z A ..................................................................................................................................................................................................................................................................................................................................... ............ ......................... X' X, Li w 0 z/ 0 l 2 3c r4 INTERLOCKING PAVERS: 2 3/80 ORION INSTALLED G-2 Tt IN HERRINGBONE PATTERN (COLOR BURST 2) j �14 0:: PERMA-CONCRETE MANUFACTURER PH( 909 ) 653-1187 141 0 SEE DETAIL SHEET L-7 3t: u') .......... VERIFY MINIMUM PLANTING ............. ........ ..... ...........;. .................. . .......................... ..................... ... ... . .......... ................ ................... EDGE IN THE FIELD ................. T ................................ . ..................................... .........................-—-- .... .... .. ..... ........ ......... ................................. ................................................................ ................................................ ............................................................................ .................... .............. Li IQ - L ......... ............ ........... . 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PUBLIC MAINTENANCE PLANTING LEGEND PRIVATE MAINTENANCE PLANTING LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS SYMBOL BC-ANICAL NAME COMMON NAME SIZE COMMENTS TREES: TREES: 0 T-1 LAGERSTROEMIA INDICA 'RUBRA' CRAPE MYRTLE 24* BM STANDARD. 20' D.C. T-2 MAGNOLIA GRANA IFLCRA SOUTHERN YAGNOLTA 15 GAL . SHRUBS: GRCUNDCCVER: S-1 NANDINA DOMESTICA 'NANA' HEAVENLY BAMBOO 5 GAL. 181v O.C. G-1 -RAr-wc--,CSDC.RVUMI,�ASMINr,)ICES STAR ��ASVINE CAL . 24 " C. C. I Cy ' VEDIUY GRIND' AS WG. 93Y 91 Q, 139CN LANDSCA�`E , ;RANGE CA G-2 4 " HICK MA SHREDDED MUL", G GROUNDCOVER: ( 7' 4 ) 633,-3666 0 R A P PIR C V E D -E-0 IJ AL . 0.111 T R A C-0 R T01 S�JB V I ' SAMD"E °R T,r',R 7C CONSTRUCT ION AND 7 NSTAI-l- AT TON ARDLY 'N Al L SHQ"B/Gq0luNDCCVFR AREAS '_INI. L.SS NCTED OTHERWISE. G-1 TRACHELOSPERMUM JASMINDIDES STAR JASMINE I GAL- 24" D.C. NOTE : F7NISH GRADE WITH7N MED OF C!ORBS W-IEREEV---R 4 1 CK DIANS SHALL BE MlNIVJM 5" BELOW TrP TH G-2 4m THICK MAT: SHREDDED MULCH 'MEDIUM GRIND' AS MFG. BY BLUE RIBBON LANDSCAPE. ORANGE. CA. SHREDDED MULCH IS fC BEo ( 714 ) 633-3666 OR APPROVED EQUAL. CONTRACTOR TO SUBMIT SAMPLE PRIOR TO CONSTRUCTION AND INSTALLATION APPLY IN ALL SHRUB/GROUNDCOVER AREAS UNLESS NOTED OTHERWISE. FOR PLAN, 7of 1NG AND CONSTRUCTION NOTES SEE SHEET L-7 VNIN DSC.4Ao CITY NOTE: FINISH GRADE WITHIN MEDIANS SHALL ACCOMODATE THE 4m THICK IkYA*- DESCRIPTION OF REVISION DATE APPROVED SHREDDED MULCH PER DETAIL SHEET NO. , L-7 ui FOR PLANTING AND CONSTRUCTION NOTES SEE SHEET L-7 cc S" CITY O F RANCHO C U C A M O N G A SIXTH STREET �l4TE of CA0 LANDSCAPE IMPROVEMENTS PM 14647 CONSTRUCTION / PLANTING PLAN APPROVED BY: DATE: 3-rb-CC CITY ENGINEE RCE No. 24953 DESIGNED §Yt REMMENDEDs RJM DRAW $Ys SHEET RJM DESIGN GROUP INc L-6 OF 9- in "311M 109 UnWAM A;AA�� CHECKED @Ys NAVIN Na CITY 1531 431 PROJECT SHEET NO. ;L7 OF.?r& CONSTRUCTION NOTES I NIC-ES ' REVOVE VURI STAKES 2 SAKES '0 9E PL vB A%: PARALLEL. 1. STAKE TREE PERPENDICULAR I TO PREVAILING WND 1. ALL MEDIAN TREES SHALL BE PLANTED AND STAKED ACCORDING' N TO DETAILS AS PROXIMITY TO HARDSCAPE DICTATES. 4" OF COMPACTED WOOD CHIP MULCH. � \ 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS CURB GUT (CONCRETE HEADER. \ `� - E REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL tufts ec CUTTER, SIDEWALK, ETC.) FINISH GRADE ONE HALF NT SPACING TOXICITIES OR NUTRIENT DEFICIENCIES MAY REOUIER BACKFILL SOIL LIMIT OF PLANTER AREA REQUIREMENT v s �� AMMENOMENTS. AS DETERMINED BY THE CITY INSPECTOR. t2. TIGHTLY COMPACTED r BERM TO FORM TOP TIE TO BE PLACED AS DEPRESSED WATERING BASIN. LOW AS POSSIBLE ON THE 3. ALL MEDIAN TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE TRUNK TO ALLOW FOR WIND TOP OF STAKES BELOW �/ 4' WOOD CHIP MULCH. FLE XING OF THE TREE BUT BY THE ENGINEERING DIVISION. TOP OF 2" ABOVE TO NOT SO LOW AS TO LOS HEAD OF TREE WHERE EXTEND R ABOVE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. � WHISH GRADE THE HEAD TO DROP. MAIN TRUNK 4. MEDIAN TREES ARE TO BE PLANTED PER THESE IMPROVEMENT PLANS Z (2) SETS of CINCH TIES SPACED 2e ONLY. APART, ATTACH WITH GALVANIZED L _TL -i 'i=1 !=i 11=1 11=1 i I-i 11=i 11=l -11I IIISCREWS TO e' LODGE POLES 2' DIA. LODGE POLE PINE STAKES I� - r MAx. WITH w MI PRESERVATIVE SINN, OVEL CUT EOCE COMPACTED _ __ UNDISTURBED A MINIMUM OF D INTO UNDISTURBED SOIL AND ALL.POSITION -1 I I-11 III' STAKES OUTSIDE ROOT BALL. NATIVE SOIL r" =III-I I i I I-I I-I ARBOR GUARD IN TURF AREAS AND E UA I ROOT BALL II I i G FRONT YARDS. TOP of ROOTBALL TO EXTEND Y -III- 11- PUNT hT TO BE (2) TIMES THE ABOVE FINISH GRADE III-) I-III-I I-III-I -III WIDTH OF THE ROOT BALL. TIGHTLY COMPACTED r BERM TO FORM I-I I-I I� I-1 I I-I I-III-I III- WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS LOCATE NOTES: -)I I-III-III-III-III- �I I- III OUTSIDE OF PLANT PIT. BERMS IN TURF I I-I I(-III=III-1 I-III-I -I I I - AREAS TO BE REMOVED PRIOR TO CITY 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL NOTE: IIII,LII-III-I I I II,IIII III=_-ILII ACCEPTANCE. PLANTING N 0 T E S SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. i 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL - 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON ROCK GREATBACKITER THAWITN T ROCKS GREATER THAN r INTO EDGES AT GROUND COVER AREAS. I PLANS: SEE LEGEND FOR SPACING REOUIREMENTS. DIAMETER. IIII-_ =I II IIII 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 1. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. I UNDISTURBED NATIVE sort. I =111 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. I SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED IRRIGATION. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 111 !'I-II FROM SUCH LIMITS SEE LEGEND FOR SPACING REQUIREMENTS. ROOT BALL NOTES; NATIVE BACKFILL WITH NO 3. REFER TO PLANTING SPECIFICATIONS FOR SOIL PREPARATION,FERTILIZATION. MULCHING. 3. SPACING REOuIREMENTS SHALL GOVERN THE FINAL QUANTITIES 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE II i -''i, ROCKS GREATER THAN r DIA. OF PLANT MATERIALS. PLANT OUANTITIES INDICATED ON THE OF ROOT BALL. DO NOT CRACK ROOT BALL i_ AND OTHER ADDITIONAL PLANTING INFORMATION. LEGEND ARE ESTIMATES ONLY. 4. ALL PLANT MATERIAL. ESPECIALLY TREES LARGER THAN 249 BOX SHALL BE APPROVED BY w 11 I I-III 11 - -Ili NATIVE SOIL uNoisn,aeeo THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. I _!-' II=1!!__I _Il = I_T-III-11 5. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE - r TWICE ROD+ BALL WIDTH CITY'S AUTHORIZED REPRESENTATIVE. CITY OF RANCHO CUCAMONGA, CALIFORNIA a STANDARD t - DOABLE STAKED TREE A, CALIFORNIA N CITY OF RANCHO CUCA A, A S. CONTRACTOR SHALL NOTIFY CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO ,;ArvRENED BT CALIFORNIASTANDARDPLAN PLAN '•PPROvrD CITY OF SHRUB AND GROUND COVER I STANDARD PLAN APPROVED CITY OF RANCHO CUCAMONGA CALIFORNIAS ANDARD P .N COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. MULCH INSTALLATION CONTAINER PLANTING o _ _ SPACING N y 5 GAL - 24" BOX 7. SEE DETAILS AND SPECIFICATIONS FOR STAKING METHOD. PLANT PIT DIMENSIONS AND 'BICC ENGINEER DATE USE WITH STANDARD Sr[CIrICATIONS FOR PUBLIC WORKS CONSTRUCTION CIT• ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ' CIT, ENGINEER DALE USE WITH STANDARD SPECIFICATIONS roR rVKK WORKS CONSTRUCrK)N 'C: ENGIvC C4 BACKFILL REQUIREMENTS. SHEET I Or I ¢REE 24953 SHEET I DF , RCE 24953 SHEET , 0< , a RCE 24953 OATEI USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION sHEt+ , of , 8. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT/CITY INSPECTOR FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE LANDSCAPE ARCHITECT/CITY WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD INCLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF QUALITY AS DETERMINED BY THE CITY INSPECTOR/LANDSCAPE ARCHITECT. MATERIAL 7 FOUND UNSUITABLE FOR THE DESIGN OR SPECIFICATION INTENT WILL BE REJECTED. 1 10. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR -TAGGED' MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTOR'S S, 6" 2'-8" L 6" OBLIGATION TO WARRANTY ALL PLANT MATERIALS PER THE SPECIFICATIONS. i 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL I s 2X UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 12. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT Lv '• . MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE CONCRETE HEADER - 1/2" RADIUS =xPCSED EDGES AND FINISH PER PLAN � 2'-8" 6" EO. EO. 6" 2'-Ba 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS IT IN LAWN (INSTALL AT GRADE _EVEL AT SWALE AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. CROSSINGS) 6- OR 8" � 'Z CONCRETE HEADER PER 14. SITE SHALL BE GRADED TO +0.10 PRIOR TO PROJECT EXECUTION. EE NOTE FINISH GRADE J DETAIL THIS SHEET 717 1 4 2X 2X MIN. 2x MIN. 2X INTERLOCKING PAVERS 15. CONTRACTOR SHALL VERIFY PLANT MATERIAL QUANTITIES PER PLAN. F I I_'' -' •'•• -i -I - (SEE DETAIL THIS SHEET) 16. CONTRACTOR TO ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS - 27 MINIMUM ALLOWED. b -! . lox MAX. I lox MAX. i=I I "- DAN CURB 17. AFTER FINISH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS.CONTRACTOR '•�� • r 3 RE-BAR CONTINUOUS � INTERLOCKING CONCRETE PAVERS PER SHALL HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION. THESE __ --1 UNLESS OTHERWISE INSTRUCTED) SPECS SAMPLES SHALL BE TESTED BY SOIL AND PLANT LAB (714)558-8333 FOR SOIL I FINISH GRADE FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATRION SAND BEDDING COURSE ( 1 " MIN. - 2" MAX. ) - RECOMMENDATIONS. TWO SAMPLES SHALL BE TAKEN'AT EACH LOCATION; (11GROUND 2 LEVEL TO 10' DEEP. (2) 24- TO 36' DEEP. EACH SAMPLE SHALL CONTAIN NOTE: APPROXIMATELY 1 QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. O 4" CONCRETE BASE SUBMIT SOIL REPORT TO CITY PRIOR TO PLANTING. O COMPACTED SUBGRADE LANDSCAPE AREAS SHALL RECEIVE 4" OF WOOD CHIP MULCH PER DETAIL 18. GROUND COVERS SHALL BE TRIANGULARLY SPACED PER DETAIL. THIS SHEET. THIS SHEET. GRADING OPERATIONS SHALL ACCOMMOCATE THE MULCH. 19. ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE O CURB EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, INDICATE SOURCE LOCATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY © ASPHALT CONCRETE PAVING INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTING RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO OIL IMPLEMENTATION. NOTES: TYPICAL SECTI0N AT MEDIAN 20. ALL LANDSCAPED AREAS (EXCLUDING TURF) SHALL RECEIVE A 4■ THICK LAYER PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/E EXPANSION O 6" CONCRETE HEADER PER DETAIL JOINTSO.C. OF 'MEDIUM GRIND WOOD CHIP MULCH'. AT 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND ® GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND #3 REBAR CONTINUOUS. PER DETAIL 21. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AN/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN i PRIVATELY-MAINTAINED AREAS 3. ONE-HALF THE SPECIFIED ON-CENTER SPACING. CONCRETE To BE 520-c-2500 MIN. O MULCH PER DETAIL 22. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR IN, �O FINISH GRADE SOIL PREPARATION. PLANT PIT REQUIREMENTS. STAKING AND BACKFILL APPQ^vECITY OF RANCHO CUCAMONGA, CALIFORNIAN A40 PLAN I REQUIREMENTS. o ` CONCRETE HEADER � I,.�,ICT• ENG'NCE• :AAE' USE WITH STANDARD SPECIFICATIONS 1`04 PUBLIC WORKS CONSTRUCTION 23. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY s4EE zA953 I SHCE, i =r-- PAVERS AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. 24. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON I ���� �� SOIL TEST RECOMMENDATIONS. ROTOTILL THE REQUIRED SOIL S �[tea INTERLOCKING PAVING STONES AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATED PER 1 .000 SO. FT. III CY. NITROGEN STABILIZED SAWDUST Pori I-GENERAL Part 3-INSTALLATION OF)NTFRLOCKINO CONCRIFT!PAVIING STONES: 120 LBS. GYPSUM 125 LBS. GRO-POWER PLUS 11 RELATED WORK IN OTHER SECTIONS OF THESE SPECIFICATIONS 31 Pavers snarl be clean and free of foreign materials before installation A Preparationofsub-base. 8 Installation of base materials. 32 Irutaflatlon srtould start from a corner or straight edge and pwa proceed Iorr0 der this WITH THE INSTALLATION OF THE SPRINKLLERERSYSTEM HAVE BEEN 25. NO PLANTING SHALL DONE UNTIL ALLOPERATIONS I N CONJUNCTION PLANT TABLET SCHEDULE C. Application of sal sterllant. urolsturbed sand laying course Y COMPLETED. FINAL GRADES HAVE BEEN ESTABLISHED. THE PLANTING 1.2 SUElIIAI TALS 33 Paving woo small be olu no,level and true to twee and grade:shaft be Installed property AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. AND GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS A In accordance with section entitled•'ShopDrawings.Product Data and Sampros-. coincide aro align w11n adtacent work and elevation•. (AII edges must be reused THE WORK APPROVED BY THE CITY. Two samples of paving stones stun be submitted to fit TY cf FM1cNo G JCA,* &A tO secure the perimeter stones and the sand tayvg course) 1 GALLON CONTAINER RECEIVES 2-3 TABLETS to naicate colors to be supplied on this foo Color: to be seHected from manor A Paving stones should be installed nand tight and Level on the undisturbed sand facturers available paving stone colors. Paver color to be approved by laying course String tines snoula ce used to hold pattern Imes true 3 GALLON CONTAINER RECEIVES 3-6 TABLETS the City Engineer and City Plariner. 8 A Roller Vibrator or Plate Vibrator should be used to compact the stones aria to 1.3 PRODUCT HANDLING vibrate the Sana uo onto the plots tDerween the stones 5 GALLON CONTAINER RECEIVES 6-9 TABLETS A Paying stones shall bedetiveredand unloaded atpbsiteanPellets arot20L In C Concrete sand snoutdbesoreaoover the installed paving storesSothat it CITY such a mariner that no damage occurs to Ills product during hautng. ►wlerp may be vibratea Into the joints between the stones DESCRIPTION OF REVISION DATE APPROVAL 7 GALLON CONTAINER RECEIVES 8-10 TABLETS or unloading at thepbstie D. Excess sans should be swept into tine puts or asoosed of from the surface area 10 GALLON CONTAINER RECEIVES 10-12 TABLETS Pad 2-PRODUCT INFORMATION E. The compretea paving stone in3tatlat,on mould be washed down and cleaned to CITY 0 � RANCHO C U C A M 0 N G A provide a Crean finished wOnm canllke tnstallatcon. 15 GALLON CONTAINER RECEIVES 12-15 TABLETS 2.1 All Interlocking Concrete paving stones shaft be In accordance with Me patterns as shown on these plans where designated These products shalt be 3 4 Cutting of paving stones can be done with either a double bladed weaker or A masonry SIXTH STREET 20" - 24" BOX RECEIVES 14-16 TABLETS supplied by:Perma Concrete 12490 Day Street. Moreno Valley, CA 923 w 88 savor However when cutting is feoutned n roadways or precision designed areas a Phone:(909)653-1187. masonry sawL3 recommended 30" BOX RECEIVES 16-18 TABLETS LANDSCAPE IMPROVEMENTS 2 2 MATERIALS 36" BOX RECEIVES 18-20 TABLETS A All interlocking concrete paling stones shall conform 10 the following Speclf"fior•.s PM 14647 oressive strength or 8.000 PSI in 42" BOX RECEIVES 20-22 TABLETS 1 Pavers Shall have a minimum com accordance wlln testing procedures ASTM C 1s0 CONSTRUCTION/PLANTING DETAILS & NOTES 48" BOX RECEIVES 22-24 TABLETS 2 Materials used to manufacture interlocking concrete paving stones snarl tN�SC `P qPF � DATE: ' conform to the following APPROVED BY: 60" BOX RECEIVES 32-36 TABLETS a Cement-ASTM C•150(Portland Cement) QAC Q RYAN 99 CITY ENGINEE � ASTM r Sand and rock no• roed <c, ti t'1 RCE No. 24953 C 3 washed. aced sol xpa �l b Aggregates3 1 4 LARGER SIZES --- FOR EACH 1�2' CALIPER USE: 3-4 TABLETS shale or lightweight aggregates) Q eJ, J DESIGNED BY: RJM - RECOMWNDED: 3 Size. shape design and Colors Shalt be n accordance with details a5 ncled II � m W on plans CC R 8 SAND LAYING COURSE-Should be a clean washed sand with 1pCq6 DRAWN BY: RJM SHEET passing a No 4 sieve size and a maximum of 3% passing a No 200 Steve * E •� * RJM DESIGN GROUP,INC. L_� OF size. In1S IS commonly known as concrete sans _ rI.AM.TNC AND I.AND6CArts ARCItRLETEIRC / 1 Thickness of sans laying course snouts be uniform to Insure an even surface � mow•�� ��+ J'J• ate �P CHECKED BY: DRAWING No. The designed Inlckness Snoulo be: of 1 Inch Qlf Of CA00 CITY 2 The sand laying course should be the responscoillry of the paving sjore installer. 153 ! PROJECT SHEET NO. OF,46 . . _.. . ._-_- -- .. . . - - - -- -. __ .. -_ - _ _ -.. - - _ - . . .b.- SPRINKLER IRRIGATION SPECIFICATIONS PART 2-PRODUCTS 3.00 INSTALLATION 3.06 HELD QUALITY CONTROL MU 1 -GENS r .2.01 MATERIALS 4 s ct ��1 be ov MM m�bf sub wiin A. Tsase�: A. A*01, 0 of 60 Sywao: Exp+ krutth at each splice A. General: Use only new materials of brands and types noted on drawings, cow-lion at each electric control vat", so that in case of repair, the 1. Dit teenehes 0sight and wppott pipe coWimma"y on booties of treaek. 1. The Coflasrior shell Abet and djus salt sprfitltkr bds bat epthnr* 1.01 pgSC1tJPV10N y ype Y ,specified valve bonnet ray be brought to the surface widsout diwonnecti the V a as eves Trenchi excavation atoll follow M e orad M memo walks, roderya, ad herein,or approved equals. rel' Y P4+ iia• ret yawl PSrferrsha.r pmvew ovsnpny c0ntrol wins. Control wires dull be laid loosely is trench withuw imateled on da Drawings ems u NOW. buildings w week as P- 1 it as. A. Soop drl/oat: Phvvid.V labor.rialefisb,stwpeneisa,and sarvies*aeveermry S. Quick coupling�• me barca.or sue chins win conductors. aid rwntd imam"de kngatiae Sysilow se drown on de Drawings and described B. PVC Pressure Main Una Pipe and Fillings: bamy. A. Swb-outs for Artvrs eoeeseetioe. 2. Provide for a rrrieintew of s;ghwee(1 8)irrelwe cowl for ON Pommeling 2. Kit is Msrwim+d rut adjrrawaaw. M dam ireigaeiaar a�iprrwet VM I. Pressure main line piping for sizes 2' and larger shall be PVC Class S. MI splices d&a be node with SeokA-Lok /3576 Cortrsew Sealing supply limes of 2 1/2-inch morninel diamewror srsaller. tamvide pmtser sod wan adelasnme caws.,de Cosuractuf dna wale 1.02 QUALITY ASSURANCE A REQtWP4V4`TS i. Oder..toted equipment a directed by rs Crq of Rancho 315. Pocks, Rainbird Snap-T'as win connector*,or approved equal. Make such djwnwae prior to plowing. Adj~aa!osm any also mock4e Cucamonga, only one splice with each connector seating pack. 3. Provide for a oin;mum of twenty-tour(J4)inches cover for sh pesarurs doors M am-sole mines and deg 00 d aro me mind. A- Poewdom sol Ms: The Contractor dssh obbit and par iar may and all peTmd+and 2. Class 31 S pipe shall be made from an NSF approved Type 1,Grade 1, supply fines of 3-inch noininel dismter or larger. • all observes se oqvi, . 6. On or belbrs the dee of ds final field observation,the Contractor doll PVC compound conforming to ASTM resin specification D1794. All 6. Field splices between dee wtomatic controlk,and electric control whet 3. Lowerime raimed'opliakiatMMe►y M ComorerlurrnM be mI F N I I itrl defiverr the corrected aro completed sepias to the City of Rancho pipe must meet requirements as set forth in Federal Specification PS-22- will not be allowed without prior approval of the City of Rancho 4. Provide for a atininio of twelve(12)inches for sh doe-press re limes. -lel ie as(t 0)days+her mwifics-,t by do City. 9. Messubetwet a Dhestiewa: Masafheb ei s dh ed, i ad dek,NW Mwimgn sled Cucamonga. Deliveryof the sepias wig amt relieve dee Contnctorof the 70, with an appropriate sundsrd dimension (S.D.R.) (Solvent-weld Cucamonga' be followed us all cases von Ike m umfwoses of articles rad M dim Contract noponsibilety of flunishing required information that may be omitted Pipe). S. Proves for • wnmmwnm cover d slhgeemt(1h tst:hes for &N eogiteol 4. AN ajeietef.r Mede s1s.B be mel�b Sssdd gtagbe unless I isI iliseetkwa covering points sot snows is the Drawings said Specifievioss. bom the prints. K. Automatic Controller. siring a" on deniit I on the Drawings. 7. Pressure main line piping for sires 1-1/2' and smaller shall be PVC C. Osdiasa,-- Mod Rsgwiviows AN heal, s mmicipal and slum laws, mail Mies sd C. Costroller Charts: Schedule 40 with solvent welded joints. I. Atntarrtie eormrofler(s)dna be ermine and type on the Drawings. 6. Refer M tysy sommools. rd abn#er 120 ?amnneb Repair' for sN trrweAirng S. qoc Riad ollso dot1114_seek, rrslves will M esu Por rnswfeetumn ngukanio" toV-I e! or tahrtisd me say portion of this wort an but0 y within city areas. ttPeeififmt;oum seams sash Irgrsl apermwa w deayw preeswe. iscorpo•asrd into ad mods a pan of roes Specifications,said Meir proviri4me Ball 1. Aw4wilt drawings*nam be appiciv by the City of Rancho Cucamonga 4. Schedule 40 pipe shall be nude from NSF approved Type 1, Grade I 2. Furl location Cu a ongaswortie eontroaar(s)dull be approved by re Cay be earrimd out by ds*Contrecter. AnytAirtt eofteina4 in these Specifwatioto soil before controller charts are prepared. PVC compound conforming to ASTM resin specification D1785. All of Rancho CrcansertYa B• B&etflaing B. Tea*iq at irit.eier Sywsw: set be coo,,rerued to scoffict stir any a( ho above rams. r"vWii,,m, or pipe must meet requirenwrits as set forth in Federal Specification PS-21- nqulrse+esta of ds moss. However,wbom ren Spcifk•etioais ad DrevrvW c&N 2. Provide one cow offer than for sub controller supplied. 70. 3. Urdese otherwise woad as rhe Dnv;r%s, be 120 volt by of e r pont 1. The ttwehes etch met be baekfhled basil i w with she tows sn 1. TU Contractor Am agww the prom"" of r City of Reecho tar or describe wtsr+rimis,sroftwnvrsrAip,or cossrsruftinn of a nett+r qua-y,►►deer to each ewomatic controller location is 10 be frrn;ahed by others. The prlbrnaed. Trench" sties be carefully beekfiRal viM itns sxe*vMd tt C1nsiono ps is writing at lama N sows in advance d leabtg. auoO,,A. or larger aims tow is re"ed by de abrws rube sad rsgulmtioma, de 3. TM chert run crow On ams controlled by de woo eche controller and 3. PVC sotvent-weld fittints shell be Schedule 40, 1-2,11-1 NSF approved final electrical hook-up still be the nsponstab;lity of the Cowreebr. suateriah other apapproveproved for ed ass trialling,consisting m sato, logs seedy clay, awnd, or other approval uoSerrials, tree from large ebb of esi1A a proviskness of Mese Spseilko 6wo and Drawings shell take prerdervs. cuff be On maximum size which the controller door will allow. conforming to ASTM tea procedure D2466. 2. Taw &N possess inns under bydreeietie pressure of 130 pounds pat 4. ControlleraMl be operable to City's Central oompvtef prior to atxmpbtnem, women. BSctfiW dull be mechanirally conrsl.ected ire Inndsennped dna b Contactor sial ap*and pay fax tfa iwtamalion a dry density equal a adjacas undisturbed soil u planting areas. equate inch and prove swoerti�slit. D. Rtghswi.tsw of Dnwiage: 1. 71e chat is b be a mmdbed showing of dos eetwl iisabacd +y/tew. 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall 9actfiM will eowfonn me ttdjacsnt grades withoM dips, mrnnken anwe, However, is the event the controller sequence u not legible when the be of type and installation methods prescribed by the manufacturer. noIt"ckfi or ill c ,forks wnrgule•igies New: Tasting of prom we assns haves cull*sew pdwto iwodiam w 1•` Dania On nab of M Dnwig+,kin ae po+malb to iadit I ah offmits, towing u reduced, it shall be eniarged to a size that will be readable ar do sliertrir comoroi wady... BMiwgm, delves, stc., which nay be required. T1e Coetrerwr dna when reduced. 7. All PVC pips must bear the following morkints: 2. A tins grsrurlar maw riml beetfla will be initially pbed on all lienee He esnhely inveaill dos auremral ad f N AW coed+tinees affecting au of ball wort and pion ba work accordingly,fismirlsirrg such ftringa•oft., S. The con aW be a blockfimc or bhseline onfid print ars/a differsmt a. Manufacturer's name L. Electric Control Vales: benign nsrter larger ton one-half(1R) inch M size will be pernilsel of waMt rsvdIise oral pr wend bads►lyrri-to s0 - M ds initial►eetfiW. of ISO pgrssede per.gases.isslt cd proton wMerti�m prior to povirut. M my be wird b mss much cosdiriona Drewints we generally color doll be used to indicate she arca of coverage for each station. b. Nominal pipe size I, All a electric control valves dues de n d do be sawsite& type dvwm off e diatrartnrrrwic and;adww"of de wort b bs v wmlkd TM wort dull C. Schedule or clan only with approval of de Csy of 4. Snswbws Pran is riot br sat bee tea 9111 (6) bate• r gabbe instalinstalled is such•snapper an t0 avoid conflicts bstvrsRn de irtigatinm 6. When completed ted s +PPr'm'al,Me tort cull be hermetically stated WDrawings. d. Pressure ring in P.S.I.P.S.1. �' 3. Fioo/iwg of I embes will be perwuiwed Mvslop, sephscs jgsios and "I" roost an* emirs eyassm is Pesten a @you , planting,end archooctsarel houres. between two pieces of plastic,each piece being a minimum 20 mils. s. NSF(National Sanitation Foundation)approval 2. AN electric contd rol valves mN boss a n maimal flow**v0nemt. Randa Cucenr+rig . f. Dote of extrusion 7. 71w ehMS *ua be cowtpktd and approved prior b the fart few 4. r cealewenm «cam and mrbesgwrit crjustmrws r pips, vales, s. N beam etas be made i.M of sum Ocwei 2. N week *shed br a So Dsmwutg+a h tune ret daaib does M ler heads,lows, or I ydi muiim surly, prmwmoo mberrvaticvs of Ilse irritation system. ]. Provide cad insah hews eased wfw box for.moll electric eamrd valva. aPrink glassing, other eowmtrnxtioes sum seceesery,de Cmnsecler ant?M air RsaieAr+ Nm dhaa M twaisAd sad ismoolled whether or sot specifically m .-it+-sunt in dos i. All fittings shall bear the r anufaeturer's name or trademark, materia! � �• Pip+ Costreetof stun arts as required adjustrnhrnes without moa to the city. Specifsceiiowa. designation,size,applicable I.P.S. schedule and NSF seal of approval. M control Volvo Boxes: botktitm.d*PW it kSa been observed,wood,mmol eW al in is it g 3. The Ceswer er 60 met inmmN doe ns dwo D. Oponlien ad MoWelanses blamrls C. Tnorhiwg sew Backfill Under Paving: 6. Fwwisb saeseasry have Pam*sew d ether Mw'sgmir~. . s'h►Mh' lrit*dem eyetew C. PVC lion-Pressure Lateral Lime Piping: a M Drawings von h ls a►vioue r she fiats der obstructions,grade 1. Use 10' x 10`1/4 robed box tot sN gals whes, Comes iedasrtse sof as Dna in dirhom is in is ane dim exist alas u sot Mw 1. Prepare sed dslivel b doe City of Rancho Cuesnoega within we 0910-129 with 8 an boh-do-n cover or approved equal. Extension 1. Trenches located under &sea whets paving, sapbabie conermse, or tut 1. N respire buried lateral line r shall be PVC Schedule 40 with 7. Vacs*0 iseload"system is mamysl■ad,Pabst a coverer we Is dos boom eowei4rsd M Such o!•wnuctiver or Iif►rrenres should CaMeedarftys prior b tonrspiatioo of construetiom,two hard-cover,thew- �-P piping alcove dull be PVC with minimum size of six (6)utebes. oowcrws-ia be;nastind,eels be backfilled wish eswd(a layer six (61 of the Cs of Rap-los,Cue n deetweise if do went `��' rift bintlers con lining the following infomvition: solvent-weld joins when installed in planting arca. inches below de pip ase three (3] inches above de pipe) and �'tf1Pe y be brought to dr alnico of de City of Rancho Cocomm riga Le ds 2. Use 9-1/2'x 16'x I I'metangubr box for all electric control valves, eomyowled im Myers to 95% compeetiow,using normal or mechanical 00001980 for hosting ane in sonar!", ad adise"o a. Pei" as avew this ectific+rif"u not perfloi 11 .tln cormackw dull aaaunw trY 2. N ressure lateral line piping installed under paved areas shell be PVC n w"ad prions IN wort wq"ind b Correct any Me4'4's+ci+e of �sura trvuiom a. bssx sASat which stalesCosweraetor's mase, oldness, sed oTMP P P Y P Gerson industries/1419-12B with green look-down cover or memp;rg devices. TrerrMa for Piping rhea be eomnpected a egret de sovseate doe u devirsi!+ass f1!oss de Dmrial�ra,a where 11se gtarw baa sop", lih Y evens 7• biephame srrenber, sed which lima each imusnottal equ,ito to 0 Schedule 40 with solvent welded joints. equal. convection of ds existing adjacent undiieurbed axil and shall be kR M &d suleri&1 ul*w, iaCksd;ng names mad addresses of a firm unyielding comdition. All trenches shell be kA Rush with the bans wiHlwlty iwroollod as i si is±ood on dr Dnwimr when»it is obv'sourly IV SUMOMALS �he,tomn.local Katives. 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC ni reds The Contractor still ren is e,c and pressure less rud.gsrte.,w;itstvrq►cir4'**g alis b the agaeot;oe of ite city Rancho esprsse ].' use 10•x iO-I/4•round please calve box forall quriek coupling wlws +djO► raft i Phe +P P Clnamrrstga- Thin lest.Asa be aeeow+.fieA.d beton any treuwd covet compound conforming to ASTM resin specification D1784. All pipe installed within turf ones, Carson Industries 0910-12B with green bol as piping under paving prior to de paving work. A. b/eterid Us- b, C ftMf M/ POM sheets 0s *very ON W red equip W 0 must meet requirements set forth in Federal Specification PS-22-70 with down cover or approved squal. is Pl+*'ed. 1. The Cafmsscome AM bn" M sAkise, al04 wt, amm oo ls, of item instal under this Contract. an appropriate standard dimension ratio. 2, under exist' walks i*dose or ��', fNPist Mt b je�lot•�iwt. S. Llpes oewtplation of enrol ghee of mat, dos gss91rs aywew eu1 be N. Sprinkler Haab: hydraulic driving,but-Aero any tuning or breaking of sidewalks and/or wood are/ b caret site Pmmeeew specified by same M do* Das-;ergs use ipeeifioetiorss. No 4. Except as noted inparagraphs 1, 2, and] of this section 01 dr �' C. Ouamn*so stSternness. � �• �,+fi concrete is necessary,N dull be door are/repleted by ds contractor.. stbmi"wimn wig be dlo-ed widsow prior - ipsn approval by the City requirements for non-pressure lateral line pipe and fittings shall be the I. All dprirkkr hewds cull be of doe date site,type,and deliva Vw oast a part of the Contract coat. Permission b cut or break sidewalks and/or of Rancho C"camong+. same as for solvent-weld pressure main line pipe and fittings as act forth 3'07 MA1f MANCt d. Cow4lete opeceting en/ssa;eMerasnee irsstrretiorns onelf major P P�P g etc of precipitations with the diameter(or radius)of throw,pressure,and tomness shell be obtained from then City of Kanebo Cueemr,rsga. No .quuilino . in section 2.01 B of these Specifications. discharge as shown on the Drawings ondror as specified in these special hydraulic driving will be pernikW urhder concrete paving. 2. CorrupietS essential liar deft be wdmited prior to p.rformieg may wort. A. The.wwire isritedew sywew ahnN be boder bh.rrmma*ie ape r.mie.M c pgseied of MMerial kin doff include do wrnu+facturer, model nwmMr, and 2. is sddbiew b to above mtnmioaed nism;nmee+Srhes nnsnhuSls, provide the D. Bran Rpm and Finprovisions.ings: 3. Refer to City dmernderd number 120 'Trench Repair'when within City saves(7)My*P^Of me way P�'aid description of all materiels and egvipmut to be used. C%y's sseinemsw awee persesel with instructions for major equipment and 2. Spray heals duo how a screw adjustnrrit. snseta. B. Time Cay d Raesho Cleeamrsnl.e...tvw the ritat b wain or aheraws doe ap«MFna chow evidence is writing to ds City of Rancho Cucamonga at the 1. Where indicated on the Drawings, use red bass screwed pipe Alregsglt saewr/aetrtsr and at#a intorwr;oa may be different, de eoweksaiorh of de project dot this service bra been rendered. conforming to Federal Specification rWW-P-351. 3. Riser units era be fabricated in accordance with On details snows an D. Asse nbfies: billion a#is a grids 10 proper mbwAul loi a : \ she drawings. 3.08 CLEAN-VP E. Equipmnit to be Furnished: 2. Fittings shell be red brass conforming to Federal Specification rWW-P- I. Routing of sprh*kr initelkif limes an idieall on 60 Drawings is bm MR. 01111w*092 mmfkhg Mudd Mo. 460. 4. Riser nipples for all sprinkler heads shall be dos soma sine es tM float diagrammatic. Install lined (and various asermbfes)in such a manner Clowm,p doll be raft a each porticos ofwut pemgrmaase. Reba and oisom a din shall be 1. Supply es a pen of da to~doe flollowirg tools: opening in the sprinkler body. as to conform with the details in the Drawings, ow_L bow the site, cls wars are/ ewes be broowsod or -sola down, awl 1 1sekAow Prevsnta Febco S25Y E. Copper Pipe and Finirtgm: pa�f enD' rnse a. Two (2) mats of special tooth mqu;rd rix mrtnoving, S. All sprinkler heads of the seine type sties be by the sant mrnwfietufer. 2. bream NO ewkipk wa.emd+l;es int plastic limes. Provide eeclh -we illy donor stosaiww ore de wort of dun shwa be spaired b its osnitil eow*ies. 2 Autommtie Controller Cslsense ET47M diseasembfing and adjusting each type of sprinkler and valve I. Pipe: Type K,hard tempered with its own outlet. 3,09 FiNAL SiTE OlReERVATION PRiM TO ACCEPTANCE supplied on this project. O. Sleeving: 3 maw kala Cktyval 136AC 9C-24V 2. Fittings: wroust t copper,solder joins type 3. twos ON wesemdsliespecified bereins in we a ft .8 with napeetiVe A. TAS Cmwwow eel mpermn a" ssyabrn in its sat6aly br tum City of Rancho b. Two(2)fourlbot valve keys for operation of gots whet. 1. 31mliv4 undo 10 copkh4 or parte awen for rtfainWne."N"11- detail. M absence of detail drarings or Specifications panainirg to ComesomwArestfosso(fisolobstivalics. Any bwr doto d tae aeespfmbls by Ile 4 6e. Lho. Eft. 3. Joints doll be soldered with silver solder, 45% silver, 15% copper. Ines and oontrof wiring shall be P.V.C.salt.40. specific items required to comvtals work. PS.Am such wort is City of Rancho Ciscanss•+sgS sballbe swank+!b th* swisfsr•ticieof tls irsigmaloai wrAwl*ad waw be specific and eestplsam. N itmas tswl be C. 71000(2)keys for sorb somnelic control el. 16%zinc,24%cadmium,solidus at 1125*F.and liquidus at 1145'F. - accordance with best standard practice with prior approval of City of City of Rawc,o Cwcoev,mr. P. Vandal Resistant Controller Enclosure: Baratta Crcamsoega. mood sol soaM iaakde eelvern/prwwa.wins. wirm eoaeev".vativs d. Ont (I) quick o pier key esd nskh;ng bon swivel for r F. Vllv1. Tb con"Wlor than allow avibee*to do City of Rawrbe dol dos City bosses, not. No copies of wmnwfio-wrer's fitefatura (calm<op cuts) an every five (S) or fraction thereof of each type of quick 1. Controller enclosure dull be of sin and type shown os the irtigon 4. PVC Pipe ems foomp " be doauthly ciesws of dist. dew, and re bee recs;ved&a accowne s, charts. cord rgteird a"most I iwfnrnn�+r+s. coupling valve installed. 1. ad�e drawings and irrigation detail sheet. "oufe before installation. inaatlat;os and solvent welding onethob 3. The Cosamcbt dump wibmis istbaitrtiaaa for mquipnoerm and amsaislm a am� 1�rhd am ft a►+r be 25 and said � � � ~as �� Mum final miss OblefvatiUll cam occur. stall be as neeomsmrrsArd by de pips and fitting nresufacturcr. 2. The abode nenmiens equipment sell be tweed over to On City at the ,m*A *rba,net,n°n'isinp -dge 2. A backboard doll be secured to the coitraftr enclosure beasirg to 3.10 SITE 01STItVATION SCHEDULE Nerved tie des DrswWgw by batwing proeedvtss as outlin oil in Sectios conclusion of the project. Before final observation can occur,evidence Cbo. provide a bass for mounting the swomstic sprinkler controller wed s. Om PVC to set+l com osti;ao, the Com►rsew ssmN wort ds nod 1.05 of M li rige►ins Spsrifk-006» os. ds the City has received material must be shown to the City or Rancho r rip. Creaeerxga. a Bal ntdves 1'/ and srrredw entad rare ttwtrted ends and steal tenmirol strip. Massed PVC to rvC,oiwd�onn Sores dr�iAsdall'paVC w meta }miss. Lidsqe 4. SgWpmerm or saasrimh isaellmd orbnishod widest prig appieval of bs ograpped with a starless steel rands, sholl be used on aN A. 71e Carrseor eel be Wg Ob lbk for Iftwi bg doe Cly d Rdo fig Clnasaaed: wrench eessrm is as that w required. Where threaded PVC ie wh aeKe her ite blowing obaervat;os nweet;rsga,seoeedeng b dr tins iwdirstad: t o City o(Rawrho Cucassr+rlge may be rejerts/and de Coweectex fry 1.04 PRODUCT DELIVERY,STORAGE, AND HANDLING a -Bel ratres 17r'and atTabr oral be stria to those ]. Alt r wok duplex box sea bey rovide aro am a 117 v switch,oil 117 P wok receptacle. Metal conduit stall run from the I l7 vol rupply to the connections an required,use thneded PVC ad"hten iaw which iths pipe 1. Pn-Job Cowdrmaes-74M ac� Nbw tx �ed controller housing. NI power within the housing null be properly be magr;red me now"much ntnu+ar;als from ie rile a his mare*xPnvis. byway besolvent-eld.•d. S. of halm, eMarnse;w or=6 !it ia/icatas dal the A. NowAlisg of PVC Pipe and Fittings- The Contractor ls commil nod w exercise cam d A/feel valves shed be ittobd per ihstaill ten detat sed. Appmoi ea)' only is handling,loodhg,wnioedint,and storing PVC pipe and filings. All PVC pipe � E. Lima Cbwrs�; 2. Nmm.ws dtspply line ifeeh t;en oat baling-N haws product or proAueb appeesmlly sura the requirements of de Drawings abet betra,Krtsd in a vehicle which allows the k of to lie Rat so as not L Pastern Nudge()are tbhs � pipe 4. A nnmierl strap duh be provided.clserfy indicating ds proper Pa+it+ 3. Assonsnatie eownoler iaatrdkstiens-N been and SpeciRcatiRnns on do bears of the informal ion or samples srbmittsJ. to subject it to undue bending or a concentrated extern load at any ped Any a Basket wedge pale valves r and ka4or.hal be spoty of connection of all appropriate wiring (station valves, nrstsr vat", 1. N limes duh hove a rsiwirsuuw cioorsmme of six (6)inches from sub sections of pipe that has been dsnNd or basted will be discarded,and if irwlled, coaled Cast Port common,central control). other ad twelve (12) inches from line of oder trades, with the 1. Cantmf nim iwtianas-48'F - 6. Mamrfksiwor'a warossg4er are atm nim"M Cosasctor of his fiab;fity shatl be replaced with waw piping, b, pNttsrnt vreclps dame vents.tial be er7t*psd vvftls.2' atcept;an of it eonmeol win sleeve(e)which sues be ieou►led adjacent baS. Lateral lass and aPriwkkt ism meMoSam-N barn ds» ds guano&.*. Such warnotiss akaW tidy arpplmhs srt the peesun ssupply line. Parallel Buss doll sot be installed directly ova Su+m*a'+• 1.05 SUBSTITUTIONS _0 nut Q. Misceihreous Irrigation Equ;pnrnt: me tie*aroaMer. _0PA awt wedge otos vgahnm shed be ti403RT•AW game valva 1. Reeotd Drawings. A. Nthe Coatnatotwishe to submituts any equiperenit or arterials for the equipment an suppled by Wats or approed equal 1. Refer'o ds Irrigation Plan for sites mad types of wimeellsnSebm F. Aa�f1eie Controller Aseen#ty: R. but-46 bows or materials listed on the Drawings and Specifications,be may do so by providing d Rseient wedge game valve shd be instated per dotal equipment.on Cttrvmrsp 1. TM Coomssel mr"Poo We and bap OF to &ft a eon hem neel to the followinginformation to the Cit of Rancho Cucamonga for approval: G. Quick Coupling Valve: gosh"per slum fee trrsr'2 iwarwe!ienr. Renese co mrel wets deo beeoroweted 7. !rind observsales-7 do" y rata +PP 2. All miscellaneous irrigation egvipernerm sen be se specified rat approval N►Aueli- on"primus wbid tea be eormssod deity,showing every rel me controller in eumserical+aqueres as shows on the Draaints change froom doe and ifscs•ioms wed tM exact 1. Quick coupling valves shall have a bran,two-piece body"tried fort B. When riser haw hem eowduebd etwt the►doS City of Rancho Cut- ant&, workin re of i SO P.S.1. show nsvil►rwa in writing of when and by wlson sheet obaervatic+as sun meads. eritin!•l bee"Mt+ SPS' 1. Provide a slatennerm indicating int tsoeom for making the substitution, inamlie! locations, sin, and kinds o[ egr;Pmsew. Pr;sits for flim Use•esparne sheet of peer for each item w be substituted. t P O. High Vohtts Wiring for Atserot;e Controller ptpoee whey be obae;s+i hoes dos City of Roar►o Cbeoo new a cost. This se d do -imgs doll be kept a doe As said cull be used only an 2. Provide descriptive ewbg literature,pe,ibiname charts and flowcharts 2. Quick coupling valve shall be operable with a quick coupler key. Key PART 3- EXECUT10 1, 120 volt power eonweefica u da we m it t eammiolkr dellbs pi esu C. Me she cheatso will eowe"afte wi how •Ar9uib• iseord d aisle• In dos for each item to be substituted. type t by de Contractor. even de Contractor caps for a vWW -ithoem *A*-2v** mord drawings,witketit e emeoed see. sits and t e shall be as shown on the Drawings. mond correctiowm,or widow she stem for oW 3.J1 OBSERVATION OF SITE CONDITIONS �try fKsPtsriwt +y 2. T1ase things M4 obs caw a wort progress deet and cull be lis 3. Provide do sworn m of cow swims if de atbwitttd item is approved. H. Backflow Prevention Units: �� SCAN visit. be dna be n+pecesitaie for reit*vning do City of Rancho Cucamonga a his 2. N electrical wort sea cemfbrm lo lacel codes.omdisnences,sed wnioet � etwrerut hourly ►;ifi rut, b urheu costs bests for awow.moar+r mad payawo for wort cosapist+d. Thews A. AN scald a nensim en approximew The Contractor ssdl cheek aid verify,all artAoritits bovine jurisdiction Q F rl nt Pores p� Wu+ ov�M ). for tM do a ill ssmf be avaiW4r at as Won for oberv+tnor and shall be its" B. Tb City of Rambo Coca King *toll hove ds sok easmoibility in accepting or 1. Backflow prevention unit shall be of size and type indicated on We miss i imersskm and receive approval from the City of Rancho Cuts onle prior as Q�. Q RYA& .yam 11 e. No Wrther visits will be sebeduksnl until this charge has been paid is a k cat;oe dnsi, by d*City*(Rambo Cucamengs. Should this a substituted'tem as an rwed irrigation drawings. Install backflow prevention units in accordance with proceeding with wort under this Section. H. ' Remo"Control Valves: �,_ � NQ received. a'+jett►at M' app equal a the egvipmrrt and materials Q em it bkwho4 drawing pool a Shama sot beavaiteNk for rerview or listed on the Drawings and Specifications. the Drawings. - Q' t& mat be up-w-d+M at she tier of any obsoi vuiow(refer to Section 3.10- B. Exercise extreme cam in encovoting mod working user existing rlilities. The I. Install where shown hem doe Drswimge. VMm trebptd together,&Now CttLQ I p iaapectioe Sekedule),it will be&as►.od an, S wort huts been m tpko 1.06 (UE 2. Wye strainers at backflow prevention units shall have a bronzed screwed Contractor sea be respommible fb w or damages ANa la ies which are caused by his ma valve(12) inches between adjecowvalve e boxes. Install seek i er I - ' Y and Ike Contra w wiiN be aeeeemed de cow of that Sime vuit at the body with 60 mesh monel screen and shall be similar to Bailey #100B operations or neglect. Cheek existing utilities drawings for existing rWity reason control valve in a sepenN valve box. I h 5t CU~ Whole eels of is City of Ranselao Coca mash . No admit hA. TM gtsereesuo for On ;ritat;om system sum be wade is accordance with ds or approved equal. locations. 9 � END Of i6CT10N I obServatuoma rhea talar}lave Prier to payneat of this+ssiole x+mtat. attached form. The General Conditions and Supplementary Conditions of Wase 1. Fhnhing of Sywerm: i -t '�q � ilr Specifications sort be filed with the Cit 3. All pressure main line piping between the point of connection and the C. Caordirrblma"al cir4elimtbrisrigstiontnrnriahimelydimgPip,me themdnM �� Y P� to acceptance of the irrigation If, Dom. P 3. no Combeetor does rub nae cad btbb MIStives an doe neo a,�, backflow preventer shall be installed a required by local code. The be NO irt+rferenes witb utilities orother con structionordiffcuhy in planting uses, 1. Aller all maw opt kkr pips lines ed risen are in piece and coawsetd, q/ �r1N draw;eg protreaa Meets deity se M wort proceeds,showing i»wort Contactor shall verify with the local governing body a to material type drubs,and ground corn. eta accessary diversion work has been completed, and prior to F t i r u 1,F(, an actually imsral6rl. For exompi+, should a piece of equui4 be B. A copy of the Oueeseo"forth shwN be arckudSd in de opei Sol ad maiemanones and installation procedures prior to part of construction. Submit shop ifculunion of sprinkler heads,the control rel"s null be opened and baa installed in a locmtiom shat doss sol sfascI the plan,d*Commrocttsr nuts annual. drawing for approval. D. The Costrecom son core"cheek ah red"to satisfy himeelfde be way wfbly bead of water used to Rush out else system. indicate the pvirrms..!tr boo beam relocated u a graphic moriner so as to proceed beton starting wort off iso irrigstiom system. attack da sal a stole as iadkad u the ' son d. The i. Cheek Valves: 2, ler heeds sum be i atsrfal after flush' of de ban t original y trtig� � C. The tusrsnm+e loran sham be re-typal mere d* Camraetor's klherlead&rad eutl 3.02 PREPARATION �� � � �n nbesud equiplim and dimersmi,+ns will than be tronnferfed u Ws been accomplished to the complete salisfectiom of the City of Rancho contain it following information: original record drawing piss at the proper time. 1. Swint cheek valved 2•and smaller shall be 200 pound W.O.G. bronze Cucamonga. WY GUARANTEE FOR IRRIGATION SYSTEM construction with replaceable composition,neoprene,or rubber disc and A. PAyskof Leyow: DESCR r J lON OF RL T SION DATE E mwmm 4. Belbm to dee of doe find obervaeies,M Cosmrmew doh tramehl SH *hall meet or exceed Federal Specification WW-V-5I D,Class A,Type I 1. Sprinkler Heade Wlbo oeri<,a froes de•record droning'primo b e sepiamyier or similarWs hereby gtrraeme*the alts irritation sysem we heve brrrished and installed is bee from N. 1. Prior to iehwellatiow, d*Co trsetor*all stake out all pram a supply CITY OF RANCHO CUCAMONGA Mylar motorial proeursd front it City of Ranelho Cucamentdefects is neurula and workmanship,and One wort has been completed in accordance with a. Aa wort fines,routing and location of sprinkler heads. I. Install the sprinkler hen eb desig isied on do Drawings. Sprinkler MSW be a wawproof Iss is ask wall oppried to the saylar by a wkrw.al the Dfswrrgr and Specifications,ordinary war and tear, unusual abuse,or neglect excepted. 2. Anti-drain valved shall be of heavy duty virgin PVC construction with heads to be installed in this work shall be equivalent in all mspecu to 2. All la sal)be roved b the Cil of Rancho Coca b pan srde exprately for we on srylar ant-ml. Such pen shad be similes F.I.P. thread inlet and outlet. Internal pans shall be stainless peel and y +PP Y Y mit is Prior those itemized. Ws agree b repair or replace any defects in material or workmanship which airy develop installation.me does alow,fr•tuced by RopidegrWh, KaefTell A Raw, or FaAsr neoprene. Anti-drain valve shall be field adjustable against drawout SIXTH STREET LANDSCAPE IMPROVEMENTS CammeN. The dir.a.,ainwa sswg be neo was b be wily maAalhle eves sting the period of one ing from dais of such defects and also d repair or replace any damage from S to 40 feet of head. Anti-drain valve shall be similar to the 2. Spacing of heeds shall not ental the maximum indicated on the ( C1• �"' my mating ova Goa she repairing or replacing of much defects a req additional cora n the City. We pp q B. Water Drawings. spacing P.M. NO. 14647 m.ie final eote*dlsf chart(we Sectio. The l n lar'recond Valcon'ADV' ora roved equal. Supply: Dnwin In ra case shall the ci exceed the maximum tae stall be su►r:hissw!to the C of Rambo Cues di11 arks enol again a tplrremhrMs midis w nasv_,eisbk use. as determined by Ike City, de win'/ City .riga for recommended by the manufacturer. sties neuipt of writtss antics V the event of our failure to snake such again or nprassehcnu I. The irt► tot "am sea be conracted to weer s approval Prior to it eonssf•irlticxh of it cont. ler chane I. Control Wiring tet' syn supply Point() of within a nemnn+ehle time after receipt of written .mics from the City, we athonze this City I connection as indicated on the Drawings. 3.04 TEMPORARY REPAIRS a j b precool s new said spam a replaeerrserts mads at our expense end w will pay the cows FM! TM S L...Vi T0% S. The Contractor dog Asmai ;rem fixe two (2) Pernaneeit petits of I. Exceptesnoted otherwise,connectionsbetweenthe automatic controllers and charges therefore upon demand. 2. Connections shall be rode at the approximate IoeetioeKs shows on dos nfnnsnes,suf.h as build ng corners, sidewalk edges,end intersections, and the electric control valves shall be made with direct burial copper +PP ) The City reserves enc fight to maks tetripenry regain n necessary to temp the sprinkler system ek.,the location of the following Nems: wire AWG-U.F. 600 volt. Control wiring installed in control wire Drawings. 11s Contractor is responsible for minor changes caused by equipment in operating condition. The exercise of this right by the City shall not relieve the PROJECT. conduit within structure shall be made with AWG-TW solid copper wire. actual site conditions. Contractor of his re"nsibitities under the terms of the guarantee as herein specified. a. Colonel iens b existingwant ices. Pilot wires shall be a different color wire for each automatic controller. -- LOCATION: APP'hOP� BY: � DA7� % - ` - .� I Common wires shall be white with a different color stripe for each C Electrical bePPIy 3.05 EXISTING TREES ^rsf.tr 19N GDM Connectiahbexisting electriedpews r. automatic controller. Install in accordance with valve manufacturer's \,all OcxGD � /��,k 11r TLUL NO, 24953 SIGNED: specifications and wire than. In no case shall wire size be less than I. Electrical comec6cim for any sol all automatic controllers shall be trade When it is necessary to excavate adjacent to existing trees,the Contractor*Fall use all possiblenop� e. GMs wtvesa d14. b electrical point(s)of connection as indicated on the Drawing*. can;to avoid injury to trees and lice roots Excavation in areas whcra two(2)inch an.'larger )TLTGN RJ'i`00111fiIrl 1 roots occur null be done by hand. All roots two (2) inches and larger in diameter, except p IM d. Routine of epelnkkr pteswsre Mum (dimrnaiors wax. 100' 2. Wiringshall occupy the same trench and shall be insulted aloe the 2. Connections cull be made at the approximte location(,)shown on the direct) in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped R i PHONE: DATE OF ACCEPTANCE: PY g Y P P P Y +fit rowing)• same route as pressure supply or lateral lines wherever possible. Drawings. The Contractor is responsible for minor changes caused by with burls to revert scarring or excessive drying. Where a ditching machine is run close RJM D PP Y D P P t ry t• n41 actual site conditions. to trees having roots snuller than two (2) inches in diameter,the wall of the trench adjaccrt " DESIGN GROUP,,INC. e. Sprinkler control vales. l V V lJr 11� _ SPri 3. Where more than one(!)wire is placed in+trench,the wiring shall be to the tree shall be hand tnnuned, making clean cuts through. Rheas one(1) inch and larger �alreov`G AND i��tosCa►E ARCRI"I"ECTURE L � taped together at intervals of fifteen(I5)fact. in diameter shall be paintcJ with two coats of Tree Seal,or equal. Trenches adjacent to tree a �. %"WL•aw•awi,r. _---.m•rwr f. Routing of control wiring std locations of all splice boxes. should be closed within twain;-four(24)hours;and where this is not possible,the side of the CWJM DRiTMG No. trench adjacent b the tree shall be kept shaded with burtop or canvas. CIT I S31- L.- - - - T �� - PROJECT SHEET NO. OF q3 CONCRETE E. Plant list - is iM+csttd on drawings. See Sheet 22 to 25 14.PLANTM 11WS+ WWW AND ORCJND COVERS 1. SCOPE B. Ftrtflizati0n - Fertilize three (S) treks after planting with S F. Sizes of Plants - Shall be as stated on the Plan. Container A. pounds per 1.000 sq. ft.; fertilize thereafter every Furnish and instal) all concrete work complete as indicated on the stock (1-gallon, S-gallon, and IS-gallon) shall have been grown $htbs s11a1 be Ourled in pits two *nm 0 ) the widltl of their thirty (30) days. in containers for at least one (1) year, but not over two ears. foot b•II of earth. Compacted soil at bottom of pit shall be drawings and specifies including: y loosened and the pit filled with 'prepared soil' to the bottom C. Disease and Pest Control - for control of slugs and snails. of the ball. When the plant has been properly set. the pit apply pellet ited tries cium arsinate St by weight and A. Furnish and set all reinforcing steel, bolts, and anchors. 6. Substitutions - Substitutions for the indicated plant materials shall be filled to the required trade with 'prepared soil' and metaldehyde 5s by weight as per manufacturer's recommendations will be permitted provided the substitute materials are approved thoroughly settled by tamping and watering. All vines shall be two (2) weeks after installation. B. insta)T-all items required by other trades which are to be cost into in advance by the L.A. and the substitutions are made at no removed from stakes, untied, and securely fastened in an concrete. additional cost to the City.. Except for authorized variations. approved manner to the wall, fence, or other surface next to For control of cutworms and other soil insects, apply Metro ail substitute plant materials shall conform to the which they are planted brand soildrin as per manufacturer's recommendations two (2) C. Concrete mow strips, footings for walls, fencing, benches, etc., requirements of these specifications where applicable• materials are of a less value then those indicates or specified, t, Prepare a depressed water basin as ride as plant balls at each lindane and PAosphorothioste. the Contract price will be adjusted in accordance rith the plant. Water thoroughly, backfilling any voids with additional provisions of the contract. Z. GENA AL prepafed planting mix. Exterminate q..,phers and moles and repair damage. For cO vete RfOrrTlatm, refer to the starldafd edfir-O" for H. Plants Not Approved - Plants not approved are to be removed from � �� C. Ground Covers D. pruning - All shrubs •M frets shall be pinch pruned as wortts construction (Green Book). Refer to sections 4, Site mmediste y and replaced with suitable plants. The L.A. y 9 201, 303, necessary t0 encourage new rowels and t0 eliminate rank Sucher _ and/Or City reserves the right to reject entire lots of plants (1) Pits for flat sized plants to be at least 6'x6'x6'. Ground growth. Old flowers, and dead foliage and limbs shall be 406) a-s weft as other sections resoled to the installation, pee and represented by defective samples. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of post ir1st8111tion of concrete work, materiatS,labor and clean p- plants shall be planted to dry soil. the city mAintenance inspector. The Stanciaml sb � are avafstbie from C FER 19J7M AND 600. CONt_6TiO�':' (2) Set plants In center of pits so that crown of plant will be E. Weeding - All planting areas including lawn, groundcorer and BN B Q shrub NewS Samples of all :ail amwendments. sod and plants sha') be submitted for level with finish grade after settling of soil, then rub areas shall be kept weed-free at all times. Weeds shall 3055 A e inspection and stored one the site until furnishing materials of is backfill aha Dater. be dug out by the roots and disposed of off site. Loa Angle44s, Ca. 90034 4310)202-7775 completed. Delivery may begin upon approval of samples or as directed by L.A. and the City. (3) Flatted plants shalt be well-rooted with runners at least Upon completion of the 180 day mta{ntenance period, the Centracot A. Organic fertilizer shall be processed sewage sludge with a 4" but not more than 6' in length. shall fertilize per 126 - Lawn Maintenance and /27 Groundcovers 3. PROTECTION minimum content of 1% nitrogen and 2% Pho:ohoric Acid similar to IS. T1flt"ES AND VWS OCCL O N LAWand Shrub Area Maintenance of these specifications. Nitrohumus". Method of processing shall not destroy normal 0 All finished concrete work shall be barricaded to pedestrian traffic bacterial content. 2 a. OU ARAM ME AND REPL A C ME NTS for three (3) days. Barricades stiall be placed immediately after Trees and vines occurring in lawn shall be planted before final concrete finishingContractor shell furnish, lace, and remove all preparation of those areas. A. All shrubs and groundcover shall be quaratiteed by Contractor as D �. Nitrogen stabilized sawdust shall be Oink. with the following of his own barricades. Contractor shall be responsible for any nitrogen content based on dry weight: to growth and health for • period of one year after damage to new construction and replacement-or repair of the work 161 CARE OF PLAN" &"OM AND DWWAO PLANTPM completion of the specified maintenance period, aha/or final Shall be made without added cost to the City. O.SS for Redwood Sawdust acceptance by the city. All trees up to 20' box sire shall be 0.7! for Fir Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in an acceptable 1.7% for Bark or Pine Bark or mixture Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of one year after completion all times during planting operations. Do not expose roots t0 the air of the specified maintenance period, and/or final acceptance by 4. CLEAN-UP while being placed in the ground. Wilted plants, whether in place the city. Trees in 20" boxes or larger, aha all field grown Salinity - The saturation extract conductivity shall not exceed or not, will not be accepted and shalt be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, 3.5 willimhos / cm at 25C. expense. an acceptable u rf ht i Contractor shall remove all tools, surplus materials, apparatus, Oe . p ff after completion cif fora periodied maintenance one (1) year mp othe specified period, and/or debris, etc., from the site and the site shall be left in a clean, Commercial fertilizer shall be delivered in sacks with manufacturer's 17,WAT 11.4 city •cceptace. neat condition acceptable to City. label showing weight and analysis attached to each sack. A. Construct a tinily compacted mound of soil around each tree and 8. All plants that snow signs of failing growth at any time during STAK NQ MATERIALS plant to form • watering basin at the edge of and following the the life of the Contrart, includir the maintenance period or e���ts�tsn�, shape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for LANDSCAPE �J t Res,M� A. Tree staking shall be as per detail. from S-gallon Or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced to kind and 1. SCOPE at least 4" high. Mounds for all other trees, vines or plants size at the expense of the Contractor. B. Ties for holding trees shall be as per detail. not otherwise specified shall be at least 2' high. Excavated The work of this section includes all labor, materials and equipment earth, if capable of retaining rater, way be used. Any C. Contractor shall. within S days notice by the city remove and complete the work indicated on drawings. The work shall be 1 Q GRAD�IO AND SOK PREPARATION settlement within the basins retaining water shall to refilled replace all quaranteed plant materials which for any reason fail required t0 co performed {n mpleteathe with the best standards Of practice relating t0 to the required grade with prep red soil, and additional to meet the requirewtnts of the guarantee. Replacement shall be the various trades and under the continuous supervision of a competent A. Contractor is to finish grade to within 1/10th of a foot or I' to nitrogen a thiil lch sawdust worked into the surface as required made with plant materia) as indicated em specified for the be foreman, capable of interpreting the drawings and these specifications. below paving where paving exists. to restore the mulched condition. Original planting, and all such replacement guaranteed materials shall s The work included in this section is as follows: guaranteed as specified for the original guaranteed materials. B. Moisture Content - The soils shall not be worked when the B. At the end of the 180 day maintenance period all watering basins Finish grading for planting, soft preparation . fertilization, planting, moisture content is so great thrt excessibe compaction will in lawn areas shall be leveled to finish grade and the arta D. AN plant materials shall be guaranteed against poor materials and/or workmanship for Including lawn, maintenlnce, inspection and :ertifications, guarantees, occur, and not when it is so dry that dust wi l l form in the air shall be sodded with the specific sod. a period of one year aft« City acdepianoe. Roplacements steal be made at no cost to 00 city. Clean-up, staking, guying, and espaliering , miscellaneous allowances. or that clods will not break readily. Water shall be applied if necessary to provide ideal moisture content for tilling and for 1IL WATV"!W 2 7. CLEAN-UP planting. L ►.OVALS A. immediately after planting, water shall be applied to each tree Upon completion of the work in this section, Contractor shall remave, •il C. Preliminary Grading - Preliminary Grading shall be done in such by weans of a hose. The water shall be applied in a moderate rubbish, trash and debris resulting from the operations; remove disused A. All sprinkler work shall be inspected and approved prior t0 start of a manner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots equipment and implements of service; leave entire area involved in a neat any work shall be removed or redistributed before application of is completely saturated from the bottom of the bole to the top and acceptable condition such as to wet the approval of the city. fertilizer and mulch. Where soil is to be replaced by plants of the ground. B. Prior to excavation for planting or placing of stakes, locate all and mulch, allowance shall be made so that when finish grading �/,,�..� aas� utilities, electric cables, conduits. sprinkler lines, heads, valves, has begun, there shall be no deficiency in the specified depth B. Plants which cannot be watered efficiently wit% the existing Xe sea pe r�ster mn t Sys l Gem„ S�ary and valve control wires, and all utility lines so that proper of mulched planting beds. water system shall be watered by weans of a hose. 7 precautions may be taken not to damage such improvements. CLAIM In the POINTS [tEEERENCE event of a conflict between such lines and plant locations, promptly O. Weeding - Before and during preliminary and finish grading. all C. Apply water Insufficient quantities. and as often as seasonal CLAIMED SheetN/Ref.at?) I. LANDSCAPE(Point Value) notify the City inspector who shall arrange for relocation for one weeds and grasses shall be dug out by the roots and disposed of conditions require, to keep the ground wet at all times, wall or the other. Failure to follow this procedure places upon Off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be Contractor the responsibility for, at his dwn expense, making any and type, leas than 2-1/2" high and not bearing seeds, which may be taken in watering slopes s0 as not to cause erosion damage. 1. Waterctxiscrving piants(20) 111 all repairs for damages resulting from work hereunder. turned under). Oats more than 2-1/2" high and not bearing seeds D g g wa be turned under. Perennial weeds and grasses to be removed 2. Tutt limited to 2Sl6(4Sfir rosiderttial.(20) 20 y 9 D. Following the planting of ground cover plants furnishedin include, but are not limited to, the following: flats. tach plant stiall be immediately and thoroughly watered by means of a Rose with a slow-running stream of ester. 3. Plants trouped by watering na11 IEs d110) 1 s.OUANTfTAND TYRES Mut Grass Puncture Pine Dallas Grass Mustard Plant t0.TtMeE ( g /lent materials shall be furnished in the quantities and/or Spacing as Alfalfa Johnson Grass Wire Weed Morning Glory 4. Hardsca non-irri ated)surfa , 4101ifl shown or noted for each location and shall be of the species, kinds, St. Augustin•. Gress sires, etc., as symbolized and/or described in the "Plant Material 5!e PlantrlQ �� 3. Pi;rtnesblepavint.[S) 0 Legend as indicated On the drawings. The L.A. has prepared Material list E. All planting areas shall be scarified to a depth Of 12 inches only as • convenience to Contractor and assumes no s prepared this lity for its below grade with the spacing of the ripper teeth no greater than 6.-Low-water turf varieties(S) accuracy. The landscape Contractor as to verify all sizes and 12 inches on tenter prior to placing conditioner and 7. Mulch provided in nem-ground coyer aries.[S) 5 fertilizers. All rock and debris more than 2" in disaster Shall W NPA +i nt i t i was. be removed from the sitz.to. ` VOM nut. Soil amendments4S) rS VERinCAT10N OF DOW"Kil" AND OUAfMTIES All creel fats and stakes are to be removed from plants and the planes 4 F. Trenches - If sprinkler system Installed after grading and shall be fastened and trained against fences o• walls as directed by the Total Points Claimed: 70 Dimensions „re approximate. Before proceeding with any work. Contractor er�Ting is completed, the upper portion of the backfill City. shall verily all dimensions and quantities and shall immediately fnfon, shall be refilled one fertilized to the depth specified for the (Minimum Pq(nts Reclvirrd: arty required, to conform to the specifications. :1s �TM L.A. and City of any discrepancies between the drawings and"cr q specifications and actual conditions. No work shall be done in any area 1 1. FINISH GRAD040 where there is such • discrepancy until approval for same has been giver, in addition to any other certificates specified. Contractor shall furnish II. IRRIGATION(Point Yclue) by L.A. and city. a certificate with each delivery of bulk material, stating the source. 1.-Low tallonate irrigationsystem.(20) 20 M►,en preliminary grading, including weeding and fertilizing, has been quantity, and type of material and that the material conforms to the omplete and the soil has dried sufficiently to be readily worked, all specfication requirements. For bulk delovered oreganic fertilizer, the 2. Automatic eortroller.(20) 20 S, DWOECTION lawn and planting areas shall be, graded to the e'evations indicated on certificate shall also state the volume, net weight, percent of Nitrogen the drawings. Grades not otherwise indicated this.) be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil ` A. All inspections shall be made by L.A. and city. Contractor shoe Dt •3. Dent+SbatoMdurpl"tYDyatiterintnecds.[t01 10 slopes between points where elev� ons are given. Minor adjustments of conditioner in containers, a similar certificate or invoice shah be request inspection at least two (2) days in advance of the time finish grades shall be made at t- lirection of the city, if required. furnished statin total quantities b weight and volume for each inspection ;s required. 9 y 9 4. Soil moisRttsfensors.[101 10 material. These certificates shall be submitted to the L.A. and city 8. Inspection will be required for the following parts of the work: Finish grade shall be a smooth, even and uniform plane without abrupt prier to the start of the was intemence period. S. Rain sensors.[S) 5 change of surface. Soil areas adjace:it to buildings to allow a natural run-off of water, and surface drainage shall be directed as indicated on 2 2.PRO III C 1 6. WiM sensor>_[3) (1) poring finish grading and soil preparation. the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in (2) plants. at time of delivery to site and prior t0 planting. of water. low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc.. until 7. Sensidveto slope factors.(SJ adjacent payment of an) kind. Grading shall be done when soil is at final acceptance of the work by the L.A., and city. (3) When vines, shrubs, and trees are spotted for planting, but optimum moisture content for working. _. Reclaimed er.mcycled woter.(S) . planting holes are not excavated. Z 3.MAIRTAINCE Total Points Claimed: (4) Specimen trees at source, before delivery. 1Z� � PLANTf�3 AND WOW PROCE 1lRE A. Contractor shat) maintain a sufficient number of wen and (Minimum Points Required: 60) (S) lawn areas prior to planting. adequate equipment to perform the wort herein specified. Plan A. No planting shall be done until all Operations in conjunction maintenance work shall consist of applying water. weeding, (6) Planting areas prior to planting. with the installation of the sprinkler system have been Caring for plants, including groundcovers, shrubs and trees, completed, final grades have been established, the planting arr:+or edging, aerating, and wowing of lawns, fertilizing and control (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of pests and diseases. calendar day maintenance period ("Final Inspection"). work approved by the city. B. Damage to any planed area shalt be repaired iwmieeiately. (8) At completion of 180 calendar day maintenance period ("Final B. The relative position of all trees and plants is subject to Depressions caused by vehicles or foot traffic shall be filled Specht Note: with topsoil, leveled, and replanted. Exterminate gophers and Maintenance Inspection"). approval by the City and shall, if necessary, De relocated as moles, and repair damage. contractor shall obtain two soils tests at this All references tosoNaWnendm•Msarofor bidding purposes only. AfterproJ•cthasbeen rough graded,the location � . Soils report hforrnation shall be distributed directed as pert of the Contract. to the C' for review and royal (9) Inspection reports shall be wade for each inspection by the C. The entire project shat t be maintained for a period of IBD days RY app prior to amendments being delivered to the construction site. Soils report L.A. .and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so commencing from the time all items of work have been complete t0 recommendations shall be strictly adhered to. that, when settled, they Dear the same relation to*the required grade that they bore to the natural grade before being the satisfaction of L.A. and city. S. CERTIM ATM transplanted. Each plant shall be planted in the center of the it and backfilled unless otherwise specified. with the prepared D. The project shall be cared for in • neat, clean condition at •11 P times to the satisfaction of efty and L.A. Prior to job acceptance, written certifications shall be submitted to the soil. No soil in muddy condition shall be used for backfilling. city for the following: No filling will be permitted around trunks or stems. All broken 20.LAWN MAkJWAPM or frayed roots shall be properly cut off. A. Quantity and Quality of Commercial fertilizer and Organic Fertilizer. 0. L.A. and/or city shall supervise the placing and plantine-of all A. terfn - Mater every My once per day for two weeks and tants. a ter gradually redu•.e frequency of watering to thr times C11T p per Contractor sh.,l) continue to maintain t wn until B. Quantity ane Quality of all Soil Amendastnts called for by Plans CRIPTION OF REPISION DATE and Specifications. E. In the !vent that underground cc,iitruction work Or obstructions final a Lance by the L.A. and city. are encountered in the planting operation, alternate locations e 7a MATERIALS for plant illb material will be selected c L.A. and city Alternate B. Fersquare - � 16-6-8 at t like ones per 1.000 CITY OF RANCHO CUCAMONGA locations will be doneat no extra cost to the City square tet three s after l and water iwwceiately thereafter. Plant materials indicated on drawing: and herein specifM ed shall conform to the following: 13,PLANTM OF TRF C. Diseases Pest Control - Two after installatin of lawn, A. Nom - Plant names indicated on the drawings conform the A. Position plants in locations indicated on drawings and secure appy a•granu ar mercurial gf Of 1.8% mercurous chloride SIXTH STREET IM E PROVEMENTS �indard gant Names" established Dy the American Joint approval before excavating pits, making necessary adjustments as as per manuf•tturer's r ndation. indicated. p,ND$C,�P P.M. NO. 14647 Committee on Horticulture, Except for names covered therein. the 0. Nowin9 - The lawn all be mowed at a heig f 1-1/2" with a 0 F established custom of the nursery is followed. rotary mower, i . ,. All pets for trees shall be dug square with bottoms level, the y Dptd with rollers, before it cher 2- in Q� a rAH � CONSTRUCTION / PLANT B. Condition - Plants shall be symmetrical, typical for variety lengti, or sides and depth equal to two times the diameter of the height. C ct gross clipping during wowing oper ns and Ott, .�Q H� '9�, remove the site. Q' S and spe cies. sound, healthy, vigorous, free from plant disease, tree ball. Compacted soils at sides and bottoms shall be all times.tlint. The lawn edges Shall be maintained �� -� SPECIFICATION S at and uniform insect pests, or their eggs, ashall have healthy. normal root loosened by scarifying or other approved method. Pits shall be W � ha systems. well-filling their containers, but not to the point of backfilled w;th "prepared soil" to the required grade, and the r each cutting, the edge of the grass shall bt trained t cc -3 ti being root bound. Plants shall not be pruned AT ANYTIME, and in 'silence of the pit filled with 'prepared soil", thoroughlya � no case shall trees be topped. settled by water application. neatly •t all imes• 5 � DATA _'� C. Dimensions - The Height and spread of all plant material shall t Set plants in center of pit. an a vertical position, so tASt � Air>a SHFM AFWA MAWAPMCE * �t • CITY � � 24953 Fm measured with branches in their normal crown of ball will be •level with finish grade crter allowin.i for J+ NO. position, and c 1 be , relationship A. Watering - new punting shail be watered once per day for two l Daft► �t• R.C.E. as indicated on the drawings. The caliper of all trees shell be watering and settling and the) Dear the sure c .inthe to � 4 the finish rade that it did to the soil surface in the tc1 weeks atter installation. Reduce watering to every other if �r �AL,F(\F Di�b4 )DE-+�frry-R- measured 4'-0" above the surface of the ground. Where caliper g day for the next two (2) weeks. Water thereafter three (3) PJM of other dimensions of any plant materiais are omitted for the container. times per week until final acceptance. PJM "Plant Legend", it shall be understood that these plant �T*� materials shall be normal stock for type listed. 0. Prepare depressed water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids with additional /� DESIGN GROUP, INC. SKIM t 0. Inspection - All plant materials must have been previously prepared planting mix. euw�ru�ci nno uroscaec AncNrrrla_-a01 inspected at the nursery by the County Horticultural Department, _ ,,.,,,.,..,�,,,,�,,,�". and shall be subject to the inspection and approval of the L.A. and City ' DDA WG No. before planting. CITY 153 PROJECT SHEET NO. �30 OF q3 DEVELOPER /OWNER LANDSC.. APE ARCHITECTURAL PLANS NN fff H x (a GENERAL DYNAMICS CORPORATION C/O STEPHEN EIMER AND ASSOCIATES ENTRY AT MILLIKEN AVENUE AND FOURTH STREET / WEST SIDE E. FOURTH STREET BLDG. 601 10900 , RANCHO CUCAMONGA, CALIFORNIA 91730 LANDSCAPE MAINTENANCEAINTENAN � DISTRICT NO. 3 (909) 483-2430 VICINITY MAP GENERAL NOTES SHEET INDEX RANCHO L - 1 TITLE SHEET -- -- ----- - -- -- ------- ------"�---+- ----- - L - 2 DEMOLITION PLAN I 1 ,,.. _ ' a'° ,, -' C U C A M O N G A i 1 . ANY ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO TM .>< ,; COMMENCING ANY WORK. L - 3 CONSTRUCTION AND ELECTRICAL PLAN ' mom aw a i R� 2. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE STANDARD L — 4 GRADING/DRAINAGE PLAN j Ara -_---- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. • u i i 3. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOIL REPORT SHALL BE FURNISHED TO L - 5 CONSTRUCTION DETAILS inl s► sT i i THE CITY INSPECTOR AND ALL SUCH RECOMMENDATIONS FROM SUCH A REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PIANS. L - 6 CONSTRUCTION D ETA I LS 4. UPON COMPLETION OF INSTALLATION,A MAINTENANCE PERIOD OF ONE HUNDRED EIGHTY(180) L - 7 IRRIGATION PLAN - - +- ---- ---+---- -------- +- ----- - DAYS IS REQUIRED PROIR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. MAINTENANCE SHALL Cb PROJE T i INCLUDE MOWING,WEEDING, IRRIGATION,PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE L - 8 IRRIGATION DETAILS AND SPECIFICATIONS BELOW GRADE, FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS,REPLACEMENT,CLEANING,AND L - g PLANTING PLAN T t ADJUSTING NECESSARY TO DEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE. COMlAENCEMENT DATE FOR THE MAINTENANCE PERIOD SHALL BE APPROVED IN � r :-- PROJECT SITE WRITING BY THE CITY INSPECTORL - 1 0 PLANTING DETAILS . r. - •••�-• .; � � ( 5. ONE CONTROLLER CHART SHALL BE BE PROVIDED FOR EACH CONTROLLER. CONTROLLER CHART SHALL L - 11 SPECIFICATIONS CONSTRUCTION/PLANTING BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW AND SHALL SHOW THE AREA COVERED BY THE AUTOMATIC CONTROLLER. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS- L — 12 SPECIFICATIONS - GRANITE VENEER BUILT SYSTEM.HOWEVER,IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE SAN �ERNARpINO �. -w - DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN L - 13 SPECIFICATIONS - IRRIGATION REDUCED. THE CHART SHALL BE A BLACKLINE PRINT AND A DIFFERENT COLOR SHALL BE USED TO .�, arc u ; G 8S.t1 SHOW THE AREA OF COVERAGE OF EACH STATION. WHEN COMPLETED AND APPROVED BY THE ♦" PUBLIC WORKS INSPECTOR,THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES ...r ~ OF PLASTIC, EACH PIECE BEING A MINIMUM OF 20 MILS THICK. THE CHART SHALL BE MOUNTED USING VELCRO OR APPROVED EQUAL TYPE OF TAPE. THESE CHARTS MUST BE COMPLETED AND IN WNTS PLACE PROIR TO FINAL ACCEPTANCE OF WORK BY THE CITY. 6. 8" WDE OR 6" WDE CONCRETE MOWSTRIPS SHALL BE PROVIDED BETWEEN ALL SHRUB/GROUND COVER AREAS AND TURF AREAS. MOWSTRIPS SHALL ALSO BE PROVIDED BENEATH METAL FENCING CONSULTANTS AND WHERE CITY MAINTAINED AREAS ARE ADJACENT TO PRIVATELY MAINTAINED AREAS. 7. SIDEWALK LAYOUT IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. ]PC 8. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. DESIGN GROUP, INC. PtANNTNG AND LANDSCAtE ARCHII'F.CTCTRE 9. NO TREES SHALL BE PLANTED WITHIN THREE (3) FEET OF CURBS. - 17xt I.AS tAM.L4S,SVI'Ti M.Mtle10M VItJO.CA.1lMf(711)W79N 10.ALL TREES ARE TO BE LOCATED: TEN FEET FROM ANY STREET LIGHT,POWER POLE,OR REINFORCED CONCRETE BOX; FIVE FEET FROM ANY DRIVE APPROACH, FIRE HYDRANT, P 5 C UNDERGROUND STRUCTURE(E.G.CATCH BASINS VAULTS)AND SEWER LATERAL OR CLEAN-OUT; AND THREE FEET FROM ANY WATER METER OR SEWER LINE. E N O!NEER!N O O R o U P. I N C 937 SOUTH VIA LATA, SUITE 500 11 .REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIAL DESCRIPTION REQUIREMENTS. COLTON, CA 92324 Ph. (909) 783-3636 LANDSCAPE QUANTITIES Gk}CA1�0 0 c MILLIKEN AVENUE ENTRY �. TURF AREA 5335 S.F. Q DESCRIPTION OF REVISION DATE A PLANTING AREA 2188 S.F. PPROM HARDSCAPE 583 S.F. O 1 — �- - �' C� OF RANCHO CUCAMONGA O TOTAL SQUARE FOOTAGE 8106 S.F. >• x ENTRY MONUMENTATION AT MILLIKEN AVENUE AND E- Z FORTH STREET (WEST SIDE) TOTAL ACREAGE 0.19 AC. •-. •—• J TOTAL SHRUBS (5 GAL.) 435 � TITLE SHEET TOTAL TREES 4 LiN O SCq APPROVED BY: DATE A COBBLESTONE WALL 116 L.F. (6'-6" HIGH) 564 aYA,vCITY R.C.F. No. 9 Q q 24953 @tG GRANITE VENEER WALL 36 L.F. 4'-6" HIGH `' RJM "Co rmKD =� luvx r DESIGN GROUP, INC. w ,r RJM AM!LAY36CAM A cHrrrt-nmrl� nr 13 J, CHICM 1]�tA1I1iC No.44 CITY 1531 SHEET 3 ( OF Y3 'V 82 1 84' 22' 3 71 LJ /-- N 99'22 39'W d 91 43.50 �1 w ' u w W / Q ca w 00 m m LU j a0 c O / O 1 / H � C) m Z Q � Z � C3 2 _z r c/) x w �o 1�9 DEMOLITION NOTES / THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BIDS. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK.NOTIFY CITY INSPECTOR OF ANY DISCREPANCIES • ALL DEMOLITION ITEMS NOT REQUIRED FOR FILL SHALL BE REMOVED FROM THE PROJECT s SITE, AND BE DISPOSED OF IN ACCORDANCE WITH LOCAL CODES. m rry,Io NO RUBBISH OR DEBRIS SHALL BE BURNED ON SITE. O N ANY o�. REMAIN, I.GE TO EXISTING O HARDSCAPE IN, I.E. CURBS, WALKS WALLS, ADJACENT PROPERTY, ETC.,ELEMENTS T HAT ARE TO z SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. 1. I X03 ALL GROUND SURFACES WHERE GROUNDCOVER HAS BEEN REMOVED SHALL BE GRUBBED I AND BROUGHT TO A CONSISTENT GRADE, HAVING NO IRREGULARITIES, TO THE SATISFACTION OF THE CITY INSPECTOR. �Zo CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES. -10 X11000, VAULTS OR BOXES PRIOR TO ANY EXCAVATION. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE REPAIRED PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO THE CITY. fQ37 1037 CONTRACTOR SHALL NOTIFY CITY INSPECTOR IMMEDIATELY SHOULD FIELD CONDITIONS 19.72 R=35' VARY FROM THOSE SHOWN ON PLAN. - EXIST . I _ 6 I N 89.22'39 — — — — • LOCATIONS OF CONSTRUCTION ELEMENTS: LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. CONTRACTOR SHALL NOTIFY CITY INSPECTOR IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF HIS WORK. 1036 036 1036 EXIST . CURB & GUTTER 1 Ilk! AL 1 3 1 3 4 8 10' 0 11 1036 Y' 1036 1036 1036 1036 DEMOLITION LEGEND FOURTH STREET 01 EXISTING CURB TO REMAIN. O2 FUTURE CURB ALIGNMENT. INDICATED FOR REFERENCE ONLY. 33 EXISTING OVERHEAD UTILITY POLE TO REMAIN. DESCRIPTION OF REVISION DATE cin �xov» PROTECT IN PLACE. EXISTING CATCH BASIN TO REMAIN. PROTECT IN PLACE. CITY_ OF RANCHO CUCAMONGA .4TH STREET O EXISTING STOP SIGN TO REMAIN. PROTECT IN PLACE. ENTRY MONUMENTATION AT MILLIKEN AVENUE AND �pNDSCgpf O6 EXISTING STREET SIGN TO REMAIN. PROTECT IN PLACE. �� Q AYak ti _ FOURTH STREET (WEST SIDE) ( EXISTING SIGN TO BE REMOVED PER CITY DIRECTION. �h .1 W _. ^ DEMOLITION PLAN O8 EXISTING GUY WIRE ANCHOR TO REMAIN. PROTECT IN PLACE. ` i in i f. O EXISTING FREEWAY SIGN TO REMAIN. PROTECT IN PLACE. '` APPROVED ' �4tf of Ca� CITY ENGBY:&0�i�'&l R.C.E. No. 24953 10 EXISTING MAN-HOLE COVER TO REMAIN. PROTECT IN PLACE. DMGN � RBCONI(1�NI)SU 11 EXISTING FIRE HYDRANT TO REMAIN. PROTECT IN PLACE. RJM DRAWN = RJM ss err RJM DESIGN GROUP, INC. L 2 13 H M'fL%G AHD LANMC&M ARCHITECTURE of - mmomp-M.N." 7 CHT KXD DRAWING No. SCALE: 1/8" = V-0" CITY 1531 PROJECT SHEET NO.32 OF-//3 CL ' 1 ` O � � 0 '� 5 FLOW LINE OF SWALE (1% MIN.) MIN 2 2� - 2% MIN. 't x, 10 .5. 7.34 r—fi, low.COINW. TYPICAL SWALE DETAIL t03' ` N.T.S. x.68 9 1 5O I � ,,3 6 �5 + F Com. ' . 3 MONUMENT EASEMENT AREAIM.76 FS. F(00-11 SEE DETAIL, 1 a I / MILLIKEN AVENUE THIS SHEET J V 103 .9� 10•t.3.3G FG. "���, I 7. I N . t 105504 Aw. 1044.00 t•w. . low I 103754 FA \ •' 10-37 7q F ' ,► 1037.ZG I 1037.2 F(-,,. / 13(..79 INV. 105754 M. I043_.5b � /fi v Y.N b FG. 2 I���NV. y oil y / � s S lOs7. I I NV 1030. F3 'r Z T / 1037. 103U � / • w1 1034"" INV. Out Q FUTURE CURB RETURN � I�V 6'u GRADING LEGEND B.W; BOTTOM OF WALL REPAIR AND REINSTALL EXISTING IRRIGATION SYSTEMFOURTH STREET _ B/W BACK of WALK DESCRIPTION OF REVISION DATE amov® E/P EDGE OF PAVEKENT LN►iMT OF GRADING CITY OF RANCHO CUCAMONGA FL FLOW LINE F.G: FINISH GRADE �a%DSA ENTRY MONUMENTATION AT MILLIKEN AVENUE AND 1,14 Q ��Qh. ti 9'� FOURTH STREET (WEST SIDE) F.S. FINISH SURFACE co H.P. HIGH POINT. GRADING/DRAINAGE PLAN INV. INVERT ELEVATION r T/C TOP OF CURBo�4r ate \ APPI�OPED BY: 000 OF CA1� • DATEVC -b f � .� T.W. TOP OF WALL CITY ENG L _ R.C.E. No. 24953 -� FLOWLINE OF SWALE (GRADE TO DRAIN, 2% MINIM M) D tGx RxCoicuxxDS1� . RJM •••••••• 4" PERFORATED PPE WITH FILTER FABRIC. (1% M MMUM SLOPE, CON ECTRJM tt TO 4' DftAPl-NSE) DRA>fii 6" ATRIUM DRAIN GRATE. # NDS 90 .A RJM DESIGN GROUP, INC. �4 13 KHM�G AND LANDSCAPE ARCHR'ECTURE 7� — (NDS SP€E•D•BASIN) (SEE DETAIL D, SHT. L-10) ..W4.., Am..._d., . . .,. ,. . CHRLKRD DRAG No. 4" DRAINLI E (1% MN!OMM SLOPE; ALE: 1 8' = 1'-0' CITY 1531 PROJECT SHEET NO.33 OF 4 1j CONSTRUCTION NOTES • VISIT THE SITE PRIOR TO SUBMITTING BIDS. • SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. • VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. -7 t-Q� • VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON THE PLANS. SHOULD THE CONTRACTOR DISCOVER DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS, SUCH CONNECT PROPOSED ELECTRICAL WIRES FOR LIGHTING AND IRRIGATION DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT AND CITY • PRIOR TO THE CONTINUATION OF THIS WORK. CONTROLLER WIRES THROUGH EXISIING CONDUIT SLEEVES UNDER �" THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY FIELD MILLIKEN AVENUE TO EXISTING ELECTRICAL METER PEDESTAL AND z' ;5 CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. iRRIGAT ION CONTROLLER. � - • LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM 1 FROM DAMAGE. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 6I II ��QQi _01� /�3 _Q w • COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION WHERE THE WORK IS II TO OCCUR. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TCO POC SM AST XlSTIh(&� EX/Sj'//1/6 TO BRING TO THE ATTENTION OF THE CITY ANY DISCREPANCIES OR CONFLICTS BETWEEN SCR 40 CO FOR FLMM MOWWNVTTHE REQUIREMENTS OF THE CODE AND THE DRAWINGS. A( I • LOCATIONS OF EXISTING CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC.,ARE APPROXIMATE. NOTIFY THE CITY IMMEDIATELY / FD-2 I10 + •10 C — �-- `_ _ _ } — —— SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF -•- — TY HS L T (MP1-5) WORK. C ' 4 2 • BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR / Q 36 p� THROUGH LANDSCAPE ELEMENTS. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE `� ^ 00 ` �I APPROXIMATE. FINAL LOCATIONS TO BE VERIFIED BY CITY INSPECTOR ON SITE. DO NOT SCALE DRAWINGS. 11 1/2 C 2 #121 �! WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF AREAS AND +1412 GND.I MILLIKEN AVENUE 'C 1-1/2" IN GROUND COVER AREAS UNLESS OTHERWISE INDICATED. (TYPICAL THIS RUN) DO NOT EXCEED 2:1 SLOPE IN PLANTED AREAS. all (MP 1-3) J \\ V CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT,TRIM, j W SMOOTH AND UNIFORM. wCONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @ 28 O I_ II W DAYS. • PROVIDE CITY WITH ALL WARRANTIES, GUARANTEES,AND INSTRUCTION MANUALS FOR "II O�� ♦ EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. i \v Q I _I 7 9 I 6 g9 F�- C . 10 68 _ ______ • F�. S00 _LANDSCAPE LIGHTING NOTES T —��, ► I I �► �',� 36� S7, SIG 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF �() M THE LATEST ADOPTED EDITION OF THE UNIFORM / W BUILDING CODE,NATIONAL ELECTRIC CODE (NEC)AND ALL OTHER APPLICABLE LOCAL 00, AND STATE CODES, ORDINANCES AND REGULATIONS. 10 Tr )_ 2A R=35' 0 2. CONTRACTOR SHALL VERIFY QUANTITIES OF LANDSCAPE it kl/ 6 LIGHTS PER PLAN. 6B�.T/�. 3. LOCATIONS OF LANDSCAPE LIGHTING FIXTURES AS r(� 'G O ,r� INDICATED ON THESE PLANS ARE APPROXIMATE WITH FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT AND CITY \ \ I 4. COORDINATE ALL WORK, ESPECIALLY SLEEVING, TRENCHING,AND BACKFILLING WITH IRRIGATION, S?ia" a w.) E1_ . BOX fO�\04 CONCRETE, MASONRY AND PLANTING CONTRACTORS AS REQUIRED. 5. ALL TREE UPLIGHTING SHALL BE INSTALLED AFTER PLANTING OF TREES. - 6. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPTERS AS REQUIRED PER LOCAL CODE IN ALL JS\q CASES WHERE LANDSCAPE LIGHTS ARE WITHIN 10'-0" OF 10-36 WATER. __ � b � - - - - - - - --- - l� , _ 7. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL GU a - -„_ - �w., _..._ _ _ :,<•, r NECESSARY PLANS, CATALOGS, PRODUCT INFORMATION, WARRANTIES, GUARANTEES, ETC.TO - - _ - - t? CITY PRIOR TO PROJECT COMPLETION. FOURTH STREET p /�� v ya y� ~ CONSTRUCTION 8. THE WORK COVERED ON THESE DRAWINGS SHALL INCLUDE THE FURNISHING OF 5 15 G}5 , F t _ T ALL LABOR,MATERIALS,FEES AND PERMITS REQUIRED FOR THE INSTALLATION OF +; 6 �� 2 �' A COMPLETE AND OPERATING ELECTRICAL SYSTEM.DRAWINGS ARE DIAGRAMMATIC 1 �33 p�a3� 3 ;O�p V � p 9� O EXISTING STREET CURB AND ARE NOT INTENDED TO SHOW EVERY CONNECTION OR DETAIL. FtnURE STREET CURB (INDICATED FOR REFERENCE ONLY). 9. CONTRACTOR SHALL INVESTIGATE ALL EXISTING SITE AND INFRASTRUCTURE 22 3CONDITIONS PRIOR TO SUBMITTING BIDS. 2A FUTURE CURB RETURN (INDICATED FOR REFERENCE ONLY). PA*FL Mf 1 SAM -�^� (vim�tsY 4V l+ VOLTS_J_p"a"�_wwt Ig eeo!�I G. alts ��^ L 0CAT 1") WATTA K L R t t A L V"TTA�ta M O4 FtnVRE SIDEWALK 0' O DESCRIPTION OF REVISION DA'L'E �� LOCAT O T t R R t T f.00�T10O •A .� It a c . OA N SPA S !Jd'1 URE HANDICAP RAI�[PS (INDICATED FOR REFERENCE ONLY). 4t"' LT' .-9 1 ow we 8~ X 6~ CONCRh'E NIM STRIP CITY OF RANCHO CUCAMONGA Trite �M t e s 4 - Ski 4 • 110#q+I .-slag K uir• #A,^* SEE DETAIL F , SHEET L-ry �IEh ,• 15W it.9•w tA• In D t- Tw�cg `- ENTRY MONUMENZAI-ION Al MILLIKEN AVENUE AND ' OX ,A�,R I w/4*t%*AA s ^t It�I�i. T'rI O' 6'-Ou BATTERED ROM WALL ���� Q �� � FOURTH STREET (WEST SIDE) -� �w1r3d®o ^. SEE DETAIL , SHEET �(Q h �+ O 6• Z 18" CONCRETE :CURB _ , SEE SECTION DETAIL F , SHEET L_�, � 4Y ' CONSTRUCTION/ELECTRICAL PLAN LIGI!!' lIICTURE (6 TpTIAL? BY KIM LIGHTING, MFD. OR EQUAL. • • . . MM 04.T00-S*N U" WITH 40 WATT FUJIM LAW ASD JUNCT101 WX M�#j-2. rj41 Date ��' APPROVE BY: DATE ��`:' T. .` s•c.i. OR N/QQUUAL) MOLWT AT.18. O.C. �� C Al ® ` - re COPCIACT TLC (818) 966-1611 CITY ENGINBBR R.C.E. No. 24953 MESECTIONs>REET SECTN DETAIL � , L� _ D"G!i RRCOi�YI[NI>gn �N►'� I>�s r� l0 6•—o• a.► SI= mss. RJM `/ •� ► t avr� r�rt SZZ DETAIL , mum L-6 M 11 (TYPICAL TYPICAL . IAN TREE.) (A TOTAL) BY KIM LIGHTING, MFD. OR EQUAL RJM 0 . D�.N DESIGN GROUP, INC. L3 13 war" "" 14 0p 1=• �/•l��� PL.AWLNG AND LANDSCAPE AACHrMCTURI or METER AND MAIN PEDESTAL MP 1 srr w t.rsr�s sure w.rasa.yr».c..r+n..onr TOTAL �T-rs• 16#0 Awa. li. + LOL.• 4� �• 1W0+>OtQl1 TAPE UOKF 130111/CTT NCJW 8" MO "C"ON SGc e- ►*" L0CK-ON r x 20/240 1 3W 10 000 AIC WMA CH�"xl�u DftatTtxc tip. P,&,�.CLL C_O T*&- (", n 00 Pwoe'�"L. Oftr ts. vI.�r � IOM � ,�>tl�-E orAal�c CONTACT TLC (s18) 9ss 1 x 11 SCALE: 11W = 1'-0' CITY 15.E 1 SHEEN `� OF �j'� CITY LOGO PER E 4'. 6- MLL SECTION p BATTERED COMLESTOW WkLL SECTION NOTES: GRANITE INLAY AREA AS DETAIL BELOW L_'6 l.=6 (SEE NOTE) GRANITE TILE INSET WITH 8" HIGH BRASS LETTERS REO.D FOR LETTERS CAST IN PLACE CONCRETE CAP ENTRY SIGN "RANCHO CUCAMONGA" LETTERS TO GRANITE INLAY AREA AS (SEE NOTE) ` FINISH GRADE BEHIND RETAINING L - REC�.D FOR LETTERS BE 1 2" HIGH I SS , TIMES ROMAN PRISMATIC A COPY. LOGO TO BE 12" HIGH BRASS l p F OIJF31 H Sl RE f_1 _s _LKEN AVENUE— , _ I STREET NAME LETTERS ON GRANITE INLAY TO BE N � � �:G:R�ATTOM8" POLISHED BRASS , TIMES ROMAN PRISMATIC COPY . _ ... - t .. € :,_ AOF NMLl Flt" . 1 TTOM OF WDLL PER GRADX..i Pt`AN) _.:.._.f... . A LETTER IN5TAL- -A-no ALS3 Z z� SHOP DRAWINGS AND SAMPLES FOR LETTERING � K � � � � L.�rr�s � or INsf_r fes. AND LOGO INCLUDING COLOR , STYLE, AND FINISH AND SPACING SHALL BE SUBMITTED TO CITY OF MILLIKEN ENTRY - FRONT ELEVATION A-A SCALE: 1/4• - 1' - 0• RANCHO CUCAMONGA FOR APPROVAL. COBBLE WALL TO MATCH EXISTING ROCK WALL GRANITE TILE INSET WITH 8•' HIGH BRASS LETTERS AT THE NORTHEAST CORNER MONUMENT IN COLOR AND E 4'- 6' WALL SECTION BATTERED COBBLESTONE WALL SECTION (SEE NOTE) CAST IN PLACE CONCRETE CAP APPEARANCE IOW (SEE NOTE) FINISH GRADE BEHIND RETAINING WALL a.o CAST IN PLACE CONC. CAP TO MATCH EXISTING CAP AT THE NORTHEAST CORNER MONUMENT MLLIC N AVENUE: ^_+ IN ALL ASPECTS . - CONTRACTOR SHALL COORDINATE WITH CITY STAFF N (FINISH GRADE AT BOTTOMOF LL WA " '-._ . 4 ,, _ I PER G"ADI� PLAN) �__ _ -= FlrxsH GST BOTMM of ,ALL PER GRADING PLAN) TO HAVE CAST MOLD FOR RANCHO CUCAMONGA — • -• ----- LETTERS - _ FABRICATED AND AVAILABLE FOR USE IN CONSTRUCTION OF SPECIFIED SIGNAGE . MILLIKEN ENTRY - SIDE ELEVATION B-B SCALE: 1/4' _ ,' - 0• abcdefghijklmnopgrstuvwryzxceo Times Roman A BCDEFGH IJK LMNOPQRSTU V W XYZ,,2ECEO 123456789013§%£ t TI t Tti 0 Slp 2 it" 980.2 m1wom 72p( 2 W we 721X.2 91 we wo ow 480 4� 360 f 0 1 SAMPLE LETTERING STYLE NOTE: SECURE EACH LETTER WITH FOUR (4) 1 /411 BRASS STUDS, SET 1 1/2" MINIMUM , INTO WALL. FASTEN WITH 2-PART )� EPDXY APPLIED TO CLEAN, RE-DRILLED HOLES. lie ry DESCRIPTION OF REVISION DA'L'E e °O v® CITY OF RANCHO CUCAMONGA ENT RY MONUMENTAT ION AT MILLIKEN AVENUE AND FOURTH STREET (WEST SIDE) NOTE: CONTRACTOR SHALL COORDINATE WITH pS LP" �qP� CONSTRUCTION DETAILS CITY STAFF ( ENGINEERING DEPT.) TO H A1�E ' - � �� Q ayAN ti �, CAST MOLD FOR THE CITY LOGO DETAIL W f' Q APPROVED BY: - DATE 40 z,. "�►— FABRICATED AND AVAILABLE FOR USE IN CITY ENGINMR R.C.E. No. 24953 1t * CONSTRUCTION OF SPECIFIED SIGNAGE D)�iGN RBC01(V1CNDKI) Date Y � RJM AJ E DF Al1E DRATH ,vim RJM SHM RJM DESIGN GROUP, INC. LM-5- 13 r(.ANAR.NG AND LANDSCAPE AACHiTECTUREOF CITY LOGO DETAIL N.T.S CITY ORATING Na 1531 SHEET 35_ OF 413 C 46T IN FLO'�� 6C:NO. Cj^%r TO M 'C4'4 e�� a CAF 'fit 4 Mli-U K-N MotcME.I T K�4AN STRUCTURAL ENGtNEERtNG sul>u�c1• F�1�1�In x'i'u n Tr�-1 n► sR••� I r UNA r I ACTT Etc C-fl Cd41 �E .2 r•_•� F.6• l ITS bR�NIT Coir 40 RIvTK kloRN oMt VENff. � IC�+1 STR'[�CT'URAL �:. �� ��f3 - 11 � . am lbwn&Omm"Po•a t-T H I +-1,l k CEJ [�►,... k>J r,J .�, .0040111"r + rCETA,�t�►�c, y � c k�,c u �- F I`�HC� DIP'1, /JII p�Q Z' I g)IN6TFT Q NON -WK�0 IV TIES darp�CwP6rnM tib �� a omw*%c 1 AM R.[ 2 hIITE T Y, I � � v� �tT" t, �I �I� r•1 Tx I r�F' K�► +iy U!c/►t�D Nth R. �- Job �. 4s-'r ?�•v I / INEn, F PT- AP s s r �Ix�►rcc - -- . . ._ E - /b GTS wTEP -D , IZ+ ' IGOrII/. bt-p�, a'r`t ti.. 3v -�9 5 PROS T - `n �I - - . . . �'b� � C�17, s�Ml•11�D T� �fY. Z' � 1Z �+lAl.l.. RE.�Z r , /t�' MIN. - y4 f't�X TH akf5rSJ,. ,� cam+ `• s. FOP, � T11�A 1. LC- K�TO N I N W,Ar A, - (�� �,D 60*0I.FE I =MNI Pia � -�- - - A5. REQ-11? MOO V6 49H R i r ti t� l�f �L-� �D• ---- • , APHE510H U Ni r•�KM 5U F� ---vF_HvmK G•G1 I* 777 N . u� WIV5 OK SPS P• _ . :` � ,I . * J I L. w/1 Gu.FT: b�v���D�Jf !v o _ _= T1E INV Df�t! S� WI11-I' RrmNI►-Irq NT 'Zito G P y�foe �j s)`� G1�� I�j• - 1.15Cw�� slz6 eKANITP, WLIWI IL oN fw#- of a Aa • SA�ur '� FINIStd t�RAp� X 2• � +�`. �= 11.E ��S ' ' � • ToP 4 �Ir 6a5' Tv t�loVt�TAIN powt�s To f�1�.T�H � soft _ d �� l®r PZIIQF0PZIN& W/ MINIMUM " `,� T-- Ayr r rev = '� =o• I I �� `'t1 *5 ��4' (I �oN tNT TRlJ E ALU t'1� - ; pIAM. L�rt' i • ,t 27 IFX/ = - i •�t I� A IbNM T �' PX1TT\lol rJTS_ o�/o MIN. 4oN1I 1 D St1. 7_11 311 o• ooZ-'f 11.110 G" ` (zF.S'pKf MAK- bEa/EI.�P f I"-- << 3'+'s F•bM�IzoNTAL _ •Ddl� If�Xi2= '11 � yr P, IG. ��c. �_ ZI. urx '� -� _pl Eta AL1. E,�cl°MC-V 111,E NOTE: CONTRACTOR TO ORDER GRANITE\AENEER WITH CHAMFERED t Q ,I S -Tr�l ii EDGES AS IN CATED AND TO MATCH EXISTING ADJACENT CITY �DbES �12� / , N CONT. C�ONC'• FG�T�NCS 1�� 15c) 04, SIGNAGE. CONTRACTOR SHALL ROUND CORNERS TO MATCH \ Pk SHEET L 12. ��i-1 �n•� 1's�2 EXISTING INSTALLATION AND PER DIRECTION OF CITY INSPECTOR SEE SEALANT NOTE, oN O e- "I �G GRANITE VENNER JOINT DETAIL 2"= 1'-0" rn 6'-0" BATTERED COBBLE RETAINING WALL 1 /2" = 1'-0" �rm t4tj N 12� � �y I�. I � �•� -tit t Ff'�. -- ._.._ • �o•fr. Gbh �� ; �doa �� c�-� �°!��' I - F�UK�E.D It� To A FoK� w e t, 1 so x G75��c i o lk�5 6RAt�I ITS v�lEE E Ili G e �� yT X V7 = 1 b X 5 445 r•D = s=- I-Ay I-S �'� COBBLESTONE SIZE SCHEDULE 17� _ `�'�'� t 1221.y •67 % I �Ir7 3�$ �d0� _4- —I211'X . fbl.rSHEp �N ITt v -tdc SIZE PERCENTAGE SotL XD . - I I'l 0 t;7 1�-7 509z-,tkvl9 I II I _ gl 401W,,5 - #01e7r-- "6KI1.11AW 4„-6„ DIA. 60% I Ig�40 —t4VY_ (AFD tA° TES-f'INf GS �, : iws- -I3o o ,� I�3 X o ' �lv�i �l.do ' 7°I ° — 7"-12" DIA. 20% rI '�- y _ z x►g�- / 110 S o FIN.M. ew Ilos G REAA� floc f9eL 1 -2 DIA. 10% * ; , 7 I• I I 3••c' 12Y I'h x Lmv v m 9Lflcw ty 6 IT 2%3" DIA. 10% o• ,. IID + IIa� X • �-► � �O lO�X I•�i� b� ��5 ��3 s - �, .,�•'�°� � �•I � � P y _. ( � i .�+.� � "P'5 P, lo'o.c. F.A[,++} INKY Z ,� - I`r� 15b t}•.n � 7 �-•do Id U 'a '� +� � _—_-- N �-� 5 TDP>� �OT'TOM • . � 11 � GjD 52. $ 1 �I�H X r -h T11 4" PERF. D.L. W/ 1 CU. FT. GRAVEL CONT. �'7 C TIE INTO DRAINAGE SYSTEM W/ FILTER ZI _OM CLOTH WRAP. NOTE. A RETAINING WALL W/ GRANITE VENEER B 6'-0" BATTERED COBBLE RETAINING WALL E4'-0" WALL W/ GRANITE VENEER 1 /211 = 1'-0" SEE SHEET L12 FOR NOTE REGARDING STONE AND GRANITE WALL SEALANT. 4'-0" WALL WITH GRANITE VENEER (SCE DETAIL E) NOTE : NOJUNCTION $0X55 FoR TI4E LIC-µT SIGN FIXTURES SIONLL SE lNs'T�*LLEb OR nAGED W IT1411,4 Twi GRM/EL SUMP ARIrR . • GROUNDCOVER 6' CONCRETE CURB LIGHT FIXTURE ANNUAL COLOR 8' X W CONCRETE MOW STRIP (SEE DETAIL SHT. L-10) F.G. TURF AYERSON STEEL EDGING 1/8" X 4' DEEP 'h 1�- 3 REBAR CENTERED STALL PER MANUF. RECOMMENDATIONS a4 CONTACT JOSEPH T. RYERSON & SON C. P.O. BOX 3817 LOS ANGELES CA. 90051 '(213) 268-7100 4' DIA. PERFORATED DRANV LINE PIPE WITH 1 CU. FT. PER LINIAL FT. GRAVEL SUMP TIE INTO DRAINAGE SYSTEM. F ENTRY MONUMENTATION/LIGHT SECTION cowrm=IC K IVTM-. I)I=c. am PER cavim ' PLANS aoB»�sroNE NOT'F5: 2Elam DONCRE7IE, 12" DIA. DRAIN Boot HAND PLACE IN CLIa+IC. SEITIIaG M) KITH SET TIF [7Qi ODIC. SSE. CHRISTY N-1 • FLATTER SIt>Fs UP 70 POW A LIKI� KITH N1C213 GRATE. � `� DESCRIPTION OF REVISION DATE e»ovzD SURFACE Krmm THE DRA.INA[Z couRf8. 3 12" DIA. X 10 Fr. DEEP AUGEM DRAINAGE O sump. IOCATTCN PER PZ,AATI•ING Ptm, SKI'. L-11 & L-12 � CUCAMONGA L»� �, ,� STS CITY OF RANCHO GRADUATES IN b`IZE AMID PLAC 07" BhC"qlZ %FTTH COARSE SAAR. AWAY FRS ��,, oov NI FAY MONUMENTAT ION Al MILLIKEN AVENUE AND • ® Rc�rTE , DCTM,M ni FOURTH STREET (WEST SIDE) * i ` , M7M CF STCINE 13 *TM?r TO BE NO LESS THAN 7`100 V RDS THE DIAMP tt OF THE THE r0tjDWING 7W ,SPEP PROCESS: A ate P STCINE FCR SIZES 4" - 12", NO GRF.7�T'ER , 4Tf Of CA06* THAN ON�.TH�D THE � " SIZES a. 3 FT. KmE DRAII�E axe • CONSTRUCTi ON DETAILS IARW THAN 12" DIAMIFTE'R. - TO BE SET IN 34- MIN. THIOWSS, 2000 PSI ODIC. SETTING BED, USING •1 N ' C014PACT 33BGRAVE TD A HNW, FTRM, TO 6 DIA. Srot�S. s u�artc 9+>rooTH AND TRUE � APPROVED BY: DATE ��'` �— TO LINE AAD GRADE; TEST FM REQUIRED b• 'pFRV+�'!FR' AREAS TO BE SET IN CLASS ACTTA PGRA TO P' FM POMC. 'D' MIORTAR,1 PART CEMFM 70 24 PARTS ��oQoREM�°�q�� CITY SNGIIdBE _ _ R.C.E. No. a 5 Com' SANS, 2000 P'SI PCR'TiAMD Q'>NCRF'IE � y ti,T� ��, DGN - �� RxccWxxKD&) • CCt�TIRACIM IS TO PROVIDES A SAMPLE CII NT, USE 7" TO 12" 0111. STONES RJM W ROC'!C AREA SET UP PRICK TV O:N.S'I4tUCITCN NO. SE 2668 '° RJM of oova�s'Icm muky. clTy INs HAS Q 1" °oMP� SAM SSE. DRAWN RJM DESIGN GROUP, INC. L 6 13 FINAL APPRDVAL OF ADCJCWORIC. © ►'r�� nM Pl�.���� u PER Li-A/•M I, S r.�L}-p5. /� � K.ANA'L1G AND LANDSC AIE A1tCHITECTURE .F • FINAL IACATZQZS T�0 BE � IN •S3L ���OF I/A11�Q�� r.rw •• • a.n w.reuw" uo.ca.rrr1"r AD= PLANTER AREA GRADES TO FT)I ! 2>Z CAL\' KKU DRA�11iG No. M INIM[M IMV DRAINAIGE CaWSE,(TYPICAL). F'IF�D BY LApCSC?►PE ACHIT1`�G'r ( SIZE V TO 3' DNA.) CITY 1531 SHEET _3r OF q3 SPECIAL NOTE: THIS PLAN IS CONNECTED TO, OR WILL DISRUPT AN EXISTING CITY-MAINTAINED LANDSCAPE AND IRRIGATION AREA (NEC MONUMENT AND MILLIKEN AVENUE MEDIAN) PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH BOTH THE CONTRACTOR AND THE CITY INSPECTOR, AT THIS POINT, THE CONTRACTOR SHALL NOT IN ANY WAY DISRUPT THE PLANT MATERIALS OR IRRIGATION TO THE EXISTING LANDSCAPE AREAS. THE CITY INSPECTOR SHALL 13E NOTIFY AT A MINIMUM OF 48 HOURS NOTICE IF ANY CONNECT TO EXIST. 2"CAPPED MAIN. VALVES ARE TO BE OPERATED OR IF THERE, IS NEED TO BE IN INSTALL NEW MAIN IN 4" SLEEVE AS SHOWN. CONNECT TO EXISTING COMMON AND (5) STUBBED THE HE CITY INSPECTOR OR OUT CONTROL WIRES FROM EXIST. CONTROLLER W AN AUTHORIZED AGENT SIIALL BE PRESENT ANYTIME THE LOCATED NEAR ENTRY MONUMENT ON EAST SIDE OF MILLIKEN AVE. (APPROX. 100') CONTRACTOR IRRIGATION CONTROL CABINET IS OPENED. ANY WATER SHALL VERIFY ALL EXISTING CONDITIONS AND ENSURE THAT NO CONDUIT OR PIPING IS ROUTED THROUGH OR UNDER THE ROOT BALL AREA 1 SAGE IN EXCESS OF THE AVERAGE WATER USAGE WITHIN THE STUBBED OUT WIRING. INSTALL ADDITIONAL WIRING FOR THE TREES. PAST '[-WO (2) YEARS FOR THE EXISTING WATER METER SHALL REQUIRED FROM CONTROLLER THROUGH EXISTING BE THE RESPONSIBILITY OF THE CONTRACTOR. IF THE ABOVE II SLEEVES UNDER ROAD THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL IS NOT ADHERED TO, AT THAT POINT, TIIE CONTRACTOR EXISTING CONTROLLER IS A CALSENSE 2100 UNDERGROUND UTILITIES , PIPES AND STRUCTURES, AND SHALL TAKE CONNECTED TO A PHONE MODEM HOOK UP SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT , AT NO COST TO SHALL BE RESPONSIBLE FOR MAINTENANCE OF I30TH TIIE NEW FUTURE CURB WITH (9) AVAILABLE STATIONS. THE CITY, ANY DAMAGE OF SAID UNDERGROUND FACILITIES. AND EXISTING AREAS WITH A FOLLOW-UP INSPECTION OF RELOCATE THE PHOTOCELL ON THE EXISTING CONTROLLER BOTH AREAS PRIOR TO THE CITY'S ACCEPTANCE OF THE NEW CABINET TO THE INTERIOR OF THE CABINET AND PROVIDE A INSTALL ONE ( 1 ) SPARE ORANGE •:IRE ALONG THE ENTIRE LENGTH OF AREA. _- - _ __ _ _ WINDOW FOR THE PHOTOCELL. THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT ' THE ENCLOSURE. IT J" INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. ---- -- � - =_ IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCH-ES OF WATER ---� -�- 4� WEEK 0 (TURF) AND 2 INCHES OF WATER PER WEEK (GR N OU DC VER/SHRUBS ) APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9 : 00 P.M. TO 5 : 00 A.M. ONLY ONE VALVE 9 /])� PER CONTROLLER SHALL OPERATE AT A TIME. A W THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS IX SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF 87 / l I J GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR u 1 fb , 1. SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO 8oio THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. Io 4 O r Jr II 3/p IRRIGATION LEGEND YMBOLS MANUFACTURER ITEM GPM PATTERN R P51 P.R. I'2 V V Q RAINBIRD s 1806-SAM-PRS-12 6'POP UP 0.6 0.9 1.3 2.6 90 VAN 180 360 12' 30 2.01 b O RAINBIRD * 1806 SAM-PRS-10LA 6'POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 I II��Z O b 0 .Y RAINBIRD 9 1812-SAM-PRS-10LA 12'POP UP 0.4 0.6 0.8 1.6 90 VAN 180 360 10' 30 1.78 p / CITY PRESSUgE CALCULATIONS NI RAINBIRD S PP_t3-P2S-0 •_EMC7TF Q_AjrRoL. VAIL-vlc Fop_ PV-JP (12e1q• PER X411- . k WATER METER f SIZE ~ RAINBIRD 9 EFI3CP-PRS-B REMOTE CONTROL VALVE ELEVATION /036 , RAINBIRD f' 33 DU P QUICKCOUPLING VALVE. STATIC PRESSURE OW NIBCO / WATTS ( a' E'J SOURCE CF INFORMATION f7e/cA2tOs Ls�fr�i? ~ 6� SNACLt� BQLU VaL VE Y I�SIeGo 2" 02 NEDCiE Gftj E VALVE 15`r \\l�'1TS PHONE NUMBER /909) 989-9-57?/ CONTROLLER AND STATION NUMBER DATE OF INFORI.UTION 9�/0/9? " � VALVE SIZE/GPM FLOW I / / // �� ' • ✓ PVC SCHEDULE 40 SPRINKLER LATERAL- • H.G.L. MEAN ELEVATION /2$S (REOUTAED IF STATIC PRESSURE Uf - GEOFLOW f DIRG 16-218 DRIP IRRIGATION TUBING.(0.5 GPH AT 18'� WATER METER GEOFLOW t APVBK-1 AIR RELEASE VALVE,SEE DETAIL. EMITTER FLUSH BOX CONSTRUCT PER DETAIL ELEVATION (•) /D3� : .433, /007 ..� PVC CLASS 315 IRRIGATION MAIN,2-AND 2-1/2' REMOTE CONTROL VALVE SIZE /�Z _ z PVC SCHEDULE 40 SLEEVE -�1 • MAXIMUM CEMAND G.P.M. ELEVATCH OF NOTE: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING NOZZLE SCREENS IN ALL SPRINKLER HEADS `IY /,,( / HIGHEST HEAD /O / REQUIRING ADJUSTMENTS OF RADIUS.REFER TO MANUFACTURERS LITERATURE. 1 _ / e 13 r' PRESSURE 0 RC.V. P.S.I.1 Q/ p �_ _ _ `71 / O ' OTY. SIZE ITEM P.S.I.1054 -- - `-- / //-- WATER METER 4,09� �•3 / OW DEVICE SHOW LOCATION OF LATERALS J r ' �� �_ _C"_ GATEVAL ESit .�, ON 'AS BUILT' DRAWINGS. �� �� / / WSTERVALVE " �. / CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON ADJUST HEADS FOR HEAD TO HEAD COVERAGE. 014- �� / d T '' _ / /1� PRESS. REG.(FALL OFF) '' •; � DRAWINGS AT THE SITE PRIOR TO COMMENCEMENT OF WORK.ALL KEEP ALL WALLS DRY. i �� / d A 1 / F, y/uro2 DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE CITY FOR DIRECTION . 27D 2" MAIN LINE _ZaL REMOTE CONTROL VALVE ASSEMBLY /2 CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES "/ /? LATERAL LINE LOSS 3 gf11 2.2¢ /6 •- o.i.� FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS LATERAL LINE L053 /�_ 2` LATERAL LINE LOS3s'• o o WALLS ETC.THIS SHALL INCLUDE THE SELECTION AND INSTALLATION OF A r /• All ' I PRESSURE Flratcs Lass / /9 COMPENSINITIAL INSTALLATIONATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT �6 ELEVAno►+cHANGE(� t 5/ Q ' WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS TREES ETC.) Q 7�C TOTAL SYSTEM LOSSES: 36�.7o INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO 1141 > PRESSURE TO OPERATE HEAD-. 30 I- PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR A HALF CIRCLE TOTAL PRESSUREREWRED: 376 SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION. AS TO PROVIDE PROPER LOWEST STATIC PRESSURE AVAILABLE- /0.7: - COVERAGE.ALL ADJUSTMENTS SHALL BE MADE AT NO COST TO THE CITY. PRESET REGULATED PRESSURE(IF RECURED): 83. RES:CUAL WATER PRESSURE: 1036 0 ��C V CITY REOUIREDRESIOUALWATER PRESSURE: Is.20PSI 44 A--KiS77A/y Cu - +,� INSTALL(3) CALSENSE MOISTURE SENSORS AS DIRECTED BY INSTALL GEOFLOW SYSTEM IN - - �� r CALSENSE AND THE CITY. CONTACT CALSENSE AT : THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES,-ETC. SHOWN WITHIN STRICT CONFORMANCE 1, •,=_---=.«.:- v WITH MANUFACTURERS SPECIFICATIONS. INSTALL TUBING G,t' • F IGS a - � �� ;; �.. ��� ' 2075 CORTE DEL NOGAL, SUITE P, CARLSBAD. CA. 92009 PAVING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE 4" DEEP. COVER PLANTING AREA WITH OF MULCH. ` ' MR. RICHARD MURRAY(619)438-0525. INSTALLED WITHIN PLANTING AREAS WHENEVER POSSIBLE. c CONTRACTOR SHALL ARRANGE FORT E PRESENCE OF S -AA' ;a ? �'�� A '� � , A GEOFLOW REPRESENTATIVE TO DISCUSS PROPER ; ; a , INSTALLATION OF THE GEOFLOW SYSTEM. _ FOURTH STREET CrTy DESCRIPTION OF REVISION DATE APPaovgD SYSTEM DESIGN CRITERIA GENERAL NO ES a M�ASTHiATIIEEDTosE 0E1' Noes, Ex�cr 1. PWAU Au 1111"NW-P-M ANA Z UWS AM ANY MWATIM OF S"f"MS ARE THECr W*WTALILIIr(II CITY OF RANCHO CUCAMONGA EOUII° plow 1 ,»-E na1NTDdt3 AR -TSL EAS vwr RPOE. �fr>>�AeI TO SSE TNEY ARE DEQ t TO V17 T.Al.IATIC • sYSTEu DUM IS Bea usm 0 "it WCV&,011T E SUCH AREAS POR CC OMM OWY4 ,. As."ToaRvsAnasMcs.swiueEotMM Off ENTRY MONUMENTATION AT MILLIKEN AVENUE AND NroI4tm w*fww'T t Au err SHAU W SBZ rM NO MIM DO AL n". A"-&T DRAVv? ^.S 9.0111 sE`IIPDv'�C> &Y FOURTH STREET (WEST SIDE) • M'Sor►TAwAs oBTA FiiC>IIA CUCAMAMU courrY WT>FR WITH sic Cs.my OC TFX,I u)m DETm,S. wrwz.TTmo, L-9 NO M RFVWW-S AIE TO BE COWDUCTE D V0T1 '*27SE aSTftw_,T FOR SYwwx DE "TM SEE a SWFT NOS L•9 a>L Am*$W-Mr�AN 1TM SYSTEM ff lvwwM Atm oK 7,0 WMOSE I so 4 987- �9/ BY THE NSTALLING COMM � _ � �. OF SUE IRRIGATION PLAN 1. ►9 MCiM>!AT'MQ VALVP_S UlS£0.VALVES W ro lll® t iCX-*VT10N. F Dt9DF"N%_-VS ARE P7`"`T-w llVTD "__�W , IS TO v'EYTHRS _4ATt�t _ T10N F K Ate! t C W %Ota �1TE�C D�13. NOW QETR ENTAL TIO F>0'��t CGTW_�*^1 W Bf=130{T `p,NO SC,4 ra 10 THE CC'S ATTEWM�R•+"TAlA�I i BY FA's TO F DATA VAS F' ?E1�riB�/�' '+►T10�. �`Tl�� la TO IOXTFY DO 90.THE OO�tTRACTOR MAY BE Fl7A AAtY AD►IL�T- a�� �YAN 9 APPROVED BY: DATE � �' a` OMR�R FOR�"S'TRL1CTt�S. FA.�UF'�TO Db 90 COULD RE'SUi T N i ADJrALL�Y i SPRAY ��t ��� M�rrS Qy� � � CITY 1�1GINBBR -- R.C.E. No. � IWT1�"''�-?rC! ?R rMt►1ff lY _ Cc :Tl c.v,�.vls �t.� 4 249 - _ � y 53 _ _ RRCON Kl) SCALE: IN = 1'-0 RJM t. Toby Mertens- Irrigation Consultant RJlvi DRAIrIi S� to 333Avenida Adobe RJM DESIGN GROUP, INC. L7 it Og San Clemente,CA.92672 PLANNING AND LANMISCAPE ARCHtTECTURL OF OF CA0` _w ••••••w s....o o.u,e.c•.,.n rw.n"" - Tel(714)498 4483 Fax(714)4924312 DR"G No. CITY 1531 SHEET 7 OF �} �J --- - - � F6 RLL-V,q-LVE5 - (�iR$S 1-I&lj;_42 W/ s,s. 5�-L t-kAt,1Dt�. TO SPRINKLER ANGLE PIPE TO KI POf SHRUB HEAD SET TO � Vi4 LYS - 2" C�2 L1 Ql(C{� SPECIFIED DEPTH WITH 45' ELLS j�GE'I F4w,463- 3 Ln 2,"OPSA111`lQ [-IUT' ,T �l//,gT�T2P,2OoF SCH 4 C MALE ADAPTOR t0 `� SCH 80 PVC UNION 'SNAP-TITS" CONNECTORS FINISH GRADE 1i1 3 BRASS OR PVC NIPPLE m T IN'PUNT BEDS 4 ELECTRIC CONTROL VALVE PLASTIC VALVE BOX do COVER: STRUCTURE OR ? '- ROUND PLASTIC VALVE BOX do ETCHED "OC" (CARSON OR EQUAL) HARDSCAPING AT GRADE IN, LAWN AREAS `^0 3 FINISH GRADE W COVER ETCHED 'IRRIGATION CATE" _ _ PLASTIC VALVE BOX a (CARSON OR EQUAL) m g MARKED 'IRRIGATION RCS ' L 6- MIN. I� �- _ � Z I L L I- AT GRADE IN LAWN AREAS r 18" MAX. =III-I I(=III III-I (=III-III- 1 I-III-I I FINISH GRADE f=1 �� 2 Z (CARSON OR EQUAL) c n I 1� ,., ETCHED WITH CONTROLLER IRRIGATION SPECIFICATIONS = _ _ " _ _ ill _ - -- a AND VALVE SEQUENCE =III III_ �, •.••• • -III=III- I I-III I Z Gr MIN FINISH GRADE -I I I i l I-I II=1 11= z 1=I (I- 11=IIIA I - 33 DNP QUICK 1-III- T - '' III III- �� - �. � I Z I I I SIDEWALK MOISTURE COUPLING VALVE - I I I �(� I I �•, 1= I I-I i I �f� 15 i i-1 I I 7 INPIPE DRIPLINE WITH PURPLE I- I I I I L �T�I 8 -L - SENSOR RUBBER CAP l� _ (NON-PRESSURE COMPENSATION) _I - z _ I-1 WHERE -I REQUIRED STAINLESS STEEL I I � - p 5 -!1� � •• SCREW CLAMP I I I�I 3 TTI 1. The dripline shall consist of nominal sized one-half inch Z MINIMUM (3) PLACES :11 %0 12 3' PIC TAIL EXPANSION linear low density polyethylene tubing, housing turbulent I 1_ 1 - • . ° 7 z 1= Looe (MIN. za• LONG) 3/4" WASHED I ' f BRASS ANGLE GLOBE flow, integral drip emitters. The tubing shall have an 'n CRUSHED C � � � � � - �- � I � Flow � ( I� VALVE w/UNION outside diameter (O.D.) of approximately .63-inches AGGREGATE BASE .• •• �Iz and an inside diameter (I.D.) of approximately .55- ;; I� ' . : J --I ;�~ o� CRU10 WASHED inches. The turbulent flow path emitters shall be SCH 40 BRASS NIPPLE =1 • - I - 6 CRUSHED AGGREGATE III_=1 11. BRASS ANGLE VALVE WITH UNION - SAME SIZE AS RCV molded from virgin polyethylene resin with no moving SCH 40 BRASS NIPPLE - -III So I�k I-III-I I y• PVC WYE STRAINER WITH INTEGRAL BALL FLUSH VALVE AND DOWN I .. �. .. i � parts. The turbulent flow path emitters shall have 24" LONG SCH 40 PVC D D n . I STREAM PRESSURE GAUGE. SALCO DY$FG - PLAN SIZED 1i MARLEX 90 STREET ELL 90' STREET ELL z 3. REMOTE CONTROL VALVE - RAIN BIRD PE SERIES - PLAN SIZED _ -T� -II i-� SCH 80 PVC NIPPLE nominal discharge rates of 1.0 or 0.5 gallon per hour a < . o -II o2IEL17 gUAi; e Sty+ I A- NON-PRESSURE � � � � a. SCH. BO CLOSE NIPPLE - SAME SIZE AS RCv CONTROL k COMMON WIRES (GPH) with a coefficient of variation (Cv of .03). The 11� MARLEX 90' STREET ELL v v b 0 v 1 _ 5. FIxED P.S.I. REGULATOR - PLAN SIZED TAT I� �� li' LATERAL FITTING io - 1 6. SCH. 40 PVC S x S X T TEE dripline shall be available with regular spacing between - a < o < a o - - -- --- -- _ _-_ NON'-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE _ II 7. PRESSURE SUPPLY LINE -- ----- - - emitters as specified in the irrigation design. The TYPICAL (2) PLACES _I IF I - C ���I I!�I I- 8. SCH. 80 PVC NIPPLE - SAME SIZE AS RCV SCH 40 BRASS 90° ELL �j� - 9. SCH 40 PVC TEE emitters shall be impregnated with Treflan to inhibit root a ANTI-DRAIN VALVE AS REQUIRED - ILII-I � II�111�111,-IC 10. PLASTIC VALVE BOX AND LOCKING COVER ETCHED IRRIGATION SCH 80 PVC 90 3/4' WASHED CRUSHED CONTROL VALVE" (CARSON OR EQUAL) IE- intrusion for a minimum period of ten years and shall be BRASS NIPPLE guaranteed by the manufacturer to inhibit root intrusion STREET ELL SCH 40 BRASS 90° NOTE: AGGREGATE BASE 11. SOLENOID WIRES. PIG-TAIL EACH 36- LONG SCH 40 PVC SXSXT TEE PRESSURE SUPPLY STREET ELL 1. LOCATE HEAD 2' TO Gr FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 12. 3/4' WASHED CRASHED AGGREGATE PRESSURE SUPPLY LINE for this period. Dripline and accessories shall be as LINE FITTING HEADER BOARDS, AND EDGES OF LAWN. NOTES: - NOTES: manufactured b Geoflow, Inc. San Francisco, CA. 4 REBAR STAKE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX.- Y t24" LONG) 2. USE TEFLON TAPE ON ALL MALE THREADS. 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. PRESSURE SUPPLY LINE NOTES: 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 4, PLACE VALVE BOX AT RIGHT ANGLES To STRUCTURES OR HARDSCAPING. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 2. Line Flushing Valves: The sub-surface irrigation �, COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. system shall utilize Automatic Line Flush Valves at the NOTE: 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH METAL VALVE IDENTIFICATION TAC WITH APPROPRIATE CONTROLLER AND end of each independent zone area. This valve shall 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE NUMBER. VALVE NUMBER. be capable of flushing one gallon at the beginning of o 1 CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA each irrigation cycle. The valves shall match the APPROvED SY: "APPROVED BT, REMOTE CONTROL VALVE WITH•. APPR°VED BY i APPROVED BY, dripline manufacturer and connect directly to the QUICK COUPLING VALVE STANDARD PLAN STANDARD PT AN �PRDVED ,Y, VALVE STANDARD PLAN REMOTE CONTROL VALVE SYSTEM STANDAR, PLAN Y STANDARD .LAN p 9 _ FOR ALL TURF AREAS HI-POP SHRUB SPRAY - 3' or smaller FOR DRIP IRRIGATION W/Lf�iOTiir.� ��+ SHUT-OFF VALVE & UNION _ _ QTY ENGINEER W CITY CNGINEER DATE USC YRTN STANDARD SPECInUT10NS FOR PUBLIC WORKS CONSTRUCTION SHEET l Q 1 do line. Line flushing valve shall e as manufacturer DATC USC wrTN STANDARD SICGnUT10NS IDR ►uBUC WORKS CONSTItUCT10N 24953 DAT[i USE wnH STANDARD S►CCInCAIIOHS FOR PUBLIC WORKS CONSTfruCnON SHEET 1 tr I a R.CE 24953 �,�,CITY ENGINEER DATE USE WITH STAN GARJ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITr ENGIN 95 DATE USE WTTN STANDARD S/CGF1UT10NS FOR PUBLIC WORKS CONSTRUCTION SHEET I Or I CITY ENGINEER SIRCET 1 SY I R-C-E by Geoflow, Inc. c RCE 24953- IECE za953 R.C.E. 24953 -_-__ SNECT 1 fX I 3. AirAtacuum Relief Valve: Each independent irrigation zone shall utilize an AirNacuum Relief Valve at its high point(s). The purpose of this valve is to evacuate air from the zone at start up and to relieve vacuum at system shut down. The air and vacuum relief valve shall seal effectively from 2 to 110 psi. Relief valve - - - -- - -- q• plPlni UIUPER 'PAVE-r(rnr SU�EPTt6LE T�TRA�c shall be as manufactured by Geoflow Inc. ___ � SLIP BASE SOCKET OVER LOADS RFEP- Ta GrT'I' SrU 1,� t'20 - 4. Pressure Regulators: The pressure regulator shall be END OF WIRES PEFPTTlS TD TnP of Pt PE BF_Lc�u"C(+F ST2t�2AL• designed to handle steady inlet pressures over 150 SPCTi0") pounds per square inch (psi) and maintain a constant STRIP WIRES APPROX. 5/8' 1 RAIN BIRD 33 DkIP WITH P0�4-L_E outlet pressure of 30 pounds per square inch (psi). FROM ENDS HARDSCAPING 5>=� P�oTIr RUBBER CAP - SUPPLY ONE KEY Regulating accuracy shall be within +/-6%. The STEP 1 3» IN PLANT BES 2 PER 12 OCV'S INCLUDING HOSE SWIVELS. STRUCTURE OR pressure regulator shall be manufactured from high- AT GRADE IN LAWN AREAS � '%. i;�;. ", HARDSCAPING impact engineering grade thermoplastics. Regulation l shall be accomplished by a fixed stainless steel - __ - 1 3 I I= I-- FINISH GRADE - INSTALL IN compression spring, which shall be enclosed in a I =I I = I=I = _ = I1 1111 I I=I I I=I 11: PLANTER BED ONLY _ _ 18" M, AXIMUM, chamber separate from the water passage. Pressure N I-III I I=III--III: PUT CRIMP SLEEVE OVER =1111 I-I I I 1-I II I- _ �----� regulator shall be as manufactured by Geoflow Inc. I I-I III-_III- WIRE ENDS - CRIMP SLEEVE III I I-_III_ _ _ =IIII I I-I I I STEP z 5 _I-I I i _ _ -- -_ 1.".: • . . , S. Filters: The filter shall be a multiple disc or screen type W III =1 I I- `- i CLEAN BACKFILL - SEE _I 6 -III 1- SPECS. FOR MATERIAL. vim CLEAN BACKFILL - SEE t filter with notation indicating the minimum partial size to _III I I SPECS. FOR MATERIAL. 4 Y I-) Ell 90% COMPACTION REQUIRED SCH 40 BRASS NIPPLE 12" travel through or the mesh size of the element being N I=I 90% COMPACTION REQUIRED N =III I I= SCH 40 BRASS 90° ELL -1 Ill l! I used. The discs shall be constructed of chemical i F resistant thermoplastic for corrosion resistance. The 1- =I I I I I= APPLY SEALER TO INSIDE - filter shall be as manufactured b Geoflow, Inc. 300 I ? I=I 1 NON-PRESSURE LATERAL LINE: OF SEALING PLUG I=I =11 SAND PQO A0 F �pR }�fl/.J• SCH 40 BRASS 9CP STREET ELL STAINLESS STEEL Y I I SCH. 40 SNAKE PIPE IN 1 z MINIMUM (3) PLACES B mesh filter required. =III -I I of sD ` SCH 40 BRASS NIPPLE - SCREW CLAMP TRENCH (1T I I ' . . . . . . . . . . . . . . I I BAJO �O/IL/C� 24" LONG ' 60 - - FILL BASE SOCKET WITH SEALER 6. Fittings: All COM8Ct10nS Shall be made with barb Or ^ "T -III - PRESSURE SUPPLY UNE: ° . p a -III I I I I `° SCH 80 PVC 90 STREET ELL 4 REBAR STAKE SCH. 40/CL. 315 SNAKE STEP 3 ° ° =III=I III= - �2a" LONG) compression type fitting connections. Fittings and III=1 III-- PIPE IN TRENCH `�c �'.' ° v:a' - CONTROL WIRE SLEEVE dripline shall be as manufactured by the manufacturer I=III I I= I °' °' _1-III I I-I slzE PER PLAN INSTALL ' '' '• ADJACENT TO PRESSURE _ N III-I III- SUPPLY UNE of the dripline to ensure the integrity of the sub-surface =III=I x � ;. `� -CONTROL WIRES - BUNDLE I-III =I irrigation system. I AND TAPE AT 15' O.C. AND _ - _ _ •_ - - _ 9 Y I 5;� I I I INSTALL ADJACENT TO _I I �__ � _ _ _ _ _ -III=III=1 ISI I I- I =-� I -III III PRESSURE SUPPLY UNE ?PUSH SEALING PLUG INTO 8 _ _ _ _ PRESSURE SUPPLY LINE BASE SOCKET UNTIL IT LOCKS -I I i I I III- III IIII-I I -I I I_I I I SLEEVE - SIZE TWICE DIAMETEIII=III= I I_I I I- I I=1I SUPPLYRLINE PRESSURE PROVIDE 6" MIN. OF SAND BEDDING AND SHADDING 2. LIFT 1. LOCK BOLT 6' TYP. FOR ADDITIONAL SPECIFICATIONS, I STEP 4 3. FINISH HOLE NON-PRESSURE LATERAL SEE SHEET L 12. 1 4. 3/4" PVC BALL VALVE - THREADED LINE SLEEVE - SIZE TWICE 5. 3/4» X 36' LONG ALGAE RESISTANT PVC FLEX HOSE - PIG TAILED DIAMETER OF NON-PRESSURE PRESSURE SUPPLY PUSH WIRES T0. END OF BASE LATERAL LINE. LINE FITTING \ y SOCKET TO ASSURE COMPLETE 6. PLASTIC VALVE BOX - CARSON OR EQUAL NOTE: - SEALING OF CONNECTION 7. PVC MALE ADAPTER - LINE SIZE X 3/4" (S X T NOTES: 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 8. 6" THICK OF 3/4' WASHED CRUSHED AGGREGATE) 1. ALL SLEEVES TO BE SCH 40 PVC. PRESSURE SUPPLY LINE 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH RAINBIRD SNAP-TITE WIRE 3" AND LARGER 24" MIN. DEPTH CONNECTOR ' 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA T T Y CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPRJvCD BTS � STANDARD PLAN APPROVED BYE BALL VALVE STANDARD PLAN APPRu VCD lT STANDARD RAN APPRO v[D BY, ''A-PR3vED BY STANDARD PLAN WIRE CONNECTOR TYPICAL SLEEVING T STANDARD PLAN I 1 FOR EMITTER FLUSH BOX ' QUICK COUPLING SALVE N'ITIi AFETAL TYPICAL TRENCHING 6.� _ 6•l �1 STAKE - FOR ICON-TURF AREAS _ CITY ENGINEER [ITr (NG:NCCR s CITY ENGUEER DATE USE WTH STANDARD SPCGr1UTIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I or 1 DATE USE Y1TTH STANDARD SPCGr"T10NS FOR PURJC WORKS CONSTRUCTION SHEET 1 Q 1 R.C.E. 24953 DATE USE WTTN STANDARD f►CprlUT10NS FOR PUMJC W'OR13 CONSTRUCTION SIgCT 1 OE I CITY ENGINEER DATE'' USE W^H STANDARD SPCCIFIUTIOHS FOR PUBLIC WORKS CONSTRUCTION '_IC:TY ENGINCER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEE, T Cr I-J RLL 24953 R.CF. 249___5 _ R.C.[ 24953 SHEET 7 OF I 'IRCE 24953 -- pp//�� 1511 IAI `�"7 A��, I'OI'-Ur' TURF HEAD BODY SET 10 4F 1_ /fit /N 4A kW /�L,45'77c P �l91�P0/IJ aa'L jcR'JAG 1/4" ABOVE FINISH GRADE ARCS FINISH GRADE FINISH GRADE 10" ROUND _ VALVE BOX TI =111=1I1=1I1=1I1=1II_- I1=1I1=1I1= -1 I I-1 I I-III-III III-III-1 GEOFLOW WAVP AIR/VACUUM RELIEF 111,-1111111 IIIfIIIII_,II a .. III= III,Il l l � SCH. 80 NIPPLE r (LENGTH AS REQUIRED) �q z N BRICK SUPPORTS (CH 800MPVC LONGE H SE 4 I DESCRITP 1 ON OF REVISION DA SCH 80 NIPPLE - 6" LONG SCH 40 PVC : „ TXT 90 ELL .CITY OF RANCHO CUCAMONGA - 1- MARLEX 90 STREET ELL PVC PIPING AND FITTINGS AIR VACUUM RELIEF �,QL�USC4 ENTRY MONUMENTATION AT MILLIKEN AVENUE AND j sE 7'o" (PLUMBED TO PVC) Mol ` k� PYaH 4 I MARLEX 99 ELL y +1rT ,,�Q Q�Q FOURTH STREET (WEST SIDE) y T NON-PRESSURE � N DETAILS LATERAL FITTING IRRIGATION NON-PRESSURE LATERAL LINE ate _ I NOTE: 'rl \P ' 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, QTf OF IrAI�F�A APPROVED BY: DATF��' . -. - CITY ENGINM R.C.B. No, 24953 AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. ( - 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE DMGN REC0kMXSYD$D COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. RJM 4. HEAD CONNECTJON AT BOTTOM INLET ONLY. D �'M DRAIN i�l.iSam CITY OF RANCHO CUCAMONGA, CALIFORNIA Rim DESIGN GROUP, INC. L$ 13 c'APPR°vED BY STANCARD PLAN I Toby Mertens- Irrigation Consultant n.ExNlxc AND u�'D6CAPE AxcHT1T,C1V1tL OF W POP-UP TURF SPRAY HEAD 333 Avenida Adobe CWM DRAt'1?'(G No. San Clemente,CA.92672 �/ RICE ENGINEER DATC USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I I Tel(714)498-4483 Fax(714)4924312 CIT r 1531 SHEET 38 OF j SPECIAL NOTE: TIIIS PLAN IS CONNECTED TO, OR WILL DISRUPT AN EXISTING CITY MAINTAINED LANDSCAPE AND IRRIGATION AREA NE MONUMENT AND MILLIKEN AVENUE MEDIAN). PRIOR TO ANY NEW CONSTRUCTION, A JOINT INSPECTION AND DOCUMENTATION OF THE EXISTING AREA'S CONDITION SHALL OCCUR WITH BOTH THE CONTRACTOR AND THE CITY INSPECTOR, AT THIS POINT, THE CONTRACTOR SHALL NOT IN ANY WAY DISRUPT THE PLANT MATERIALS OR IRRIGATION TO THE EXISTING LANDSCAPE AREAS. THE CITY INSPECTOR SHALL BE NOTIFY AT A MINIMUM OF 48 HOURS NOTICE IF ANY ` VALVES ARE TO BE OPERATED OR IF THERE IS NEED TO BE IN ,. THE IRRIGATION CONTROL CABINET. THE CITY INSPECTOR OR AN AUTHORIZED AGENT SHALL 13E PRESENT ANYTIME THE + IRRIGATION CONTROL CABINET IS OPENED. ANY WATER �. USAGE IN EXCESS OF THE AVERAGE WATER USAGE WITHIN THE PAST TWO (2) YEARS FOR THE EXISTING WATER METER SHALL ' BE THE RESP NSIIIILITY OF THF, CONTRACTOR. IF THE ABOVE s- IS NOT ADHERED TO, AT THAT POINT. THE CONTRACTOR SHALL 13E RESPONSIBLE FOR MAINTENANCE OF BOTH THE NEW AND EXISTING V1' AREAS I'I'I1 A FALLOW-UP INSPECTION OF • BOTH AREAS PRIOR TO THF, CITY'S ACCEPTANCE OF THE NEW -• _• ..• AREA. � • Imo• � • • , • • • 3 y. ' ,% PLANTING MOTES • • s • • ` 2 �,� • • • • ' 031. Z • • . 36 W CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR • • • • • • \ t (; SOIL PREPARATION, PLANT PIT REQUIREMENTS , STAKING AND BACKFILL • • VI -J REQUIREMENTS . • • • • f . • • q, ♦ ' 00 • N • • • QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. • • • • • 1J f� 9 FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE • • • • �O GOVERNED BY THE INDICATED PLANT SPACING REQUIRED . • • • • • • • • 0 ( LANDSCAPE ANDSCA MULCH AREAS SHALL ECEIVE 4" OF WOOD • • ALL EES AND SHRUBS , AND BLEND INTO EDGES • • • • • • `' AT GROUNDCOVER AREAS . GRADING OPERATIONS SHALL ACCOMMODA'T'E - • • • • • • �� 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 • • • • • • • • . • ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY • • • • • • f AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION . FINAL LOCATION ` OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A • • • • • • REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. • • • • • • . ' � '�' THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. • • FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON • • • 159 SOIL TEST RECOMMENDATIONS . ROTOTILL THE REQUIRED SOIL • • • • • • SO 6 66 AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1 , 000 S'� • • • • SQ . FT . • • • • • 4 CY. NITROGEN STABILIZED SAWDUST • • • • '• • • • S SIGN 120 1BS GYPSUM • • • • 125 1BS GRO-POWER PLUS NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION �� WITH THE INSTALLATION OFTHE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL_ GRADES HAVE BEEN ESTABLISHED , THE PLANTING ' 1036 AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND .� THE WORK APPROVED BY THE CITY . . ,. •• '-T_ � � .�s 6� TQC • I TEL . BOX 91-A 0 -- , • ` •J - - _ 1036 — — ,--- - - }-- TRECT SIG 0w _ - • FOURTH STREET 56 55 -A�35�32 ' a �$3�A 9S /3 03 t03 WEST CORNER IMPROVEMENTS N.I.C. CONSTRUCTION INFORMATION PROVIDED AS NOTE: PLANT QUANTITIES ARE FOR BIDDING PURPOSES ONLY. REFERENCE FOR EAST CORNER WORK ONLY. CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN PLANT aTy QUANTITY COUNTS. DESCRIPTION OF REVISION DA'L'E e>nom PLANTING LEGEND CITY OF RANCHO CUCAMONGA HDSCq TREES GROUND COVER R ?,YAN PF � ENT RY MONUMENTATION AT MILLIKEN AVENUE AND SYMBOL KEY BOTANICAL NAME COMMON NAME QUANT. SIZE REMARKS SYMBOL KEY BOTANICAL NAME COMMON NAME QUANT. SIZE SPACING/REMARKS �QQQs FOURTH STREET (WEST SIDE) T-1 LAGERSTROEMIA INDICA CRAPE MYRTLE 4 36" BOX MULTI-TRUNK G-1 LANTANA MONTEVIDENSIS LANTANA 46 5 GAL. 3' O.C. w ' 'SHELL PINK' GUYED 'DWARF WHITE' S, PLANTING PLAN (Spacing as SHRUBS shown) G-2 SHREDDED WOOD CHIP MULCH 1443 S.F. 4" THICK UNDER +-----+ SHRUBS AND ate SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE_ SPACING (MIN.) TREES srq G-3 ?URF BONSAI DWARF 1348 S.F. SOD if �� LAtiFLt� APPROVED BY: ` . DATES 'Y`•�'`�" �-- /Z O S-1 AGAPANTHUS AFRICANUS LILY OF THE NILE 168 5 GAL. 2' O.C. FESCUE ..--.✓ CM ENGPMR 4 R.C.E. No. 24953 'QUEEN ANNE' From Stover Seed Company DK4iG?t � RR00lllrxxDSD OS-2 TRACHCLOSPERMUM JASMINGIDES STAR JASMINE 116 5 CAL. 3' 0.C. (213) 626-9668 RJM RJM O RA �.S-3 RHAPHIOLEPIS INDICA 'FINK CLOUD INnl4 HAWTHORNE 151 5 GAL. 4' DIN O.C. R M DESIGN GROUP, INC. sfi 9 J PLA"I.0 A"L&.�,�AXCH� L oF 13 mr ua •••uni w,rn.a.nt».c..rn qui onw CHX—f0M DRAI!NG No. SCALE: 1/8'=V-101" CITY 1531 S�f-Ll J`i OF X13 - LION' 7 t' ( i_T t THM -TOR � r � � y TYING PLAN v ONE HALF OF SPACING 4" OF COMPACTED COARSE GRIND 1 I LIMIT OF PLANTER AREA REQUIREMENT WOOD FIBER MULCH. HARDSCAPING/ CONCRETE NEW RUBBER HOSE OVER WIRE HEADER FINISH GRADE AT POINT OF CONNECTION. GALV. STEEL CABLE SPACED EQUALLY AROUND TREE - 1 2, COVER WITH 3/4' DIA. X 3' TOP OF ROOTBALL TO CLASS 200 WHITE PVC PIPE- EXTEND IPEEXTEND 2' ABOVE FINISH GRADE 'ARBOR GARD' OR EQUAL IN TURNBUCKLE (TYP.) TURF AREAS. Qv — iv TIGHTLY COMPACTED 3' BERM � OJ TURF TO FORM WATERING BASIN FOR —III—III— I I—III—III ( I—III— RESIDENTIAL AND GROUND —III—I I II11 I I I COVER INSTALLATIONS. 77 4' WOOD CHIP EQUA ULCH IN PLANTER. SHOVEL CUT EDGE COMPACTED NATIVE SOIL A.LL-ILI 4 I �..11 I III ROOT BAIL NOTE: 1'.. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL NOTES: NATIVE BACKFILL WITH I _ SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON No ROCKS GREATER I IU—I I — — I I PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL THAN 3" DIAMETER. —I I= I DUCKBILL EARTH ANCHOR 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. I I (68—DTS)TOTAL SYSTEM SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND I OR EQUAL SHALL BE PLANTED AT ONE—HALF THE DESIGNATED SPACING INTO EDGES AT GROUND COVER AREAS. PLANT PIT TO BE 2 FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. TIMES THE WIDTH OF ROOT BALL _ 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES UNDISTURBED NATIVE SOIL OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. PLACE NO MULCH WITHIN A 6' RADIUS OF THE CROWN OF A WOODY PLANTER. LEGEND ARE ESTIMATES ONLY. NOTES: 1. INSTALL GUYS HAND TAUT TO PREVENT DEFORMATION OF LIMBS. °1 2. WIRE SHALL BE CLAMPED OR CRIMPED NOT TWISTED. a TOP VIEW CITY OF RANCHO CUCAMONGA, CALIFORNIA � g A APPROVED Br, SHRUB AND GROUND COVER STANDARD PLAN N CITY OF RANCHO CUCAMONGA, . CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA IC! SPACING N N ,� APPROVED BY, r. APPROVED BYE ' o TREE GUYING DETAIL STANDARD PLAN CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR ►usuc WORKS CONSTRUCTION STANDARD PLAN Q!R.C.E 24953 SHEET I OF I MULCH INSTALLATION 36 BOX OR LARGER „ CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUSUC WORKS CONSTRUCTION ar A.C.E. 24953 SHEET I OF I w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION SHEET k OF 1 L R.C.E. 24953 — MULCH INSTALLATION DETAIL g @_.SHRUB a GROUND COVER A SPACING NDS GREEN PLASTIC ATRIUM GRATE (OR APPROVED EQUAL) SIZE AS NOTED ON PLAN �.� TIGHTLY COMPACTED Y BERM TO FORM IIII I FINISH GRADE, DEPRESSED WATERING BASIN. LI11 III MIN , 2% SLOPE TO DRAIN TOP OF ROOTBALL TO C WOOD CHIP MULCH. _ EXTEND 2' ABOVE _ NDS PLASTIC PIPE. REDUCER FINISH GRADE III IIII; SIZE AS NEEDED EI flll �I111 -- CONCRETE HEADER — 1/2- RADIUS I I I II 4" PLASTIC DRAIN LINE EXPOSED EDGES AND FINISH PER PLAN — — — — — L�i NDS PLASTIC ' LONG BEND' 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE IN LA CROSSINGS) I=�I I=� I=I I III=1 I I=i I„I III,I VII ELBOW (OR APPROVED EQUAL) 6" 0R 8" II-1 I III=1 I-1I1= _ FINISH GRADE , III-iI IIMII- =IIIII= PLASTIC DRAIN LINE LATERAL, ROOT BALL I I- SIZE AS NOTED ON PLAN., CONNECT .TO MAIN DRAIN LINE •Q.�.p.r p•s I— I I—i I I °'p- — 1 —I I 1—I I —_— PLANT PIT TO BE (2) TIMES THE I W/ WYE ADAPTER , ID III— III=III—III. =I I III=III=I II 1=1I I I I� WIDTH OF THE ROOT BALL. —III 1-� I I I I—i ISI I I I I f f I ( I — _ INVERT VAR IES :p•.p•� =1 I I-1 11=II I—I I l-1 11=1 I �i 11=1 —I I E I I-- •'`�'"• I I I- I I=� I �=�=�=I —I I �— SEE GRADING PLAN ' I 3 RE—BAR CONTINUOUS IIII—I i I—'I I I I I UNLESS OTHERWISE INSTRUCTED) I— NATIVE BACKFILL WITH NO F ATRIUM GRATE DETAIL ROCKS GREATER THAN 3" DIAMETER. UNDISTURBED NATIVE SOIL NOTES: I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL DO NOT CRACK ROOT BALL DESCRIPTION OF REVISION DATE °� � e�aovgD N N CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY, STANDARD PLAT ENTRY. MONUMENTATION AT MILLIKEN AVENUE AND NOTE: W CONTAINER PLANTING FOURTH STREET (WEST SIDE) 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT 20'-0" O.C. wCITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION a: R.C.E. 24953 SHEET 1 °F 1 PLANTING DETAILS NG �a vp1% cqCITY OF RANCHO CUCAMONGA, CALIFORNIA &LO�AIINE�RP�IA�NTII �Q yQ aYAa ,yoq�, ePPRovhO BY: - - DATA N APPROVED BY, CONCRETE HEADER STANDARD PLAN y+ CITY ENGINE$ G R.C.E. No. 24953 to Dn GN RR COY1lIShIDKll -r-92 BETWEEN TURF AND GROUND COVER °` .,� RJM w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S - e * l` it DRAWN 1�'1 �1CKT R.C.E. 24953 SHEET 1 of I ft ate �P RJM DESIGN GROUP, INC. L1 CONCRETE HEADER DETAIL 4lELANDSCAPE .yam 0 °>� 13 DOf CAUF� CH�� ORATING No. CITY 1531 SHEET OF -// 3 Pit CONCRETE E. Plant list - is indicated on drawings. See Sheet 22 to 25 14.PLANTING VPM. SHRUM AND GROUND COVERS 1. SCOPE 9. ftrtili:ati0n - fertilize three (3) weeks atter planting with 5 F. Sites of Plants - Shall be as stated on the Plan. Container A. pounds 1 per 1,000 sq. ft. ; fertilize thereafter every Furnish and install all concrete work complete as indicated on the stock (1-gallon, 5-gallon, and 15-gallon) shall have been grown Shrubs shall be planted in pits two times (2X) the width of their thirty (30) days. in containers for at least one (1) year, but not over two ears. root ball of earth. LOmpacted soil at bottom of pit shall be drawings and specified including: y loosened and the pit filled with 'preparto soil* to the bottom C. Disease and Pest Control - For control of slugs and snails, nd t r A. furnish and Set all reinforcing Stell. Dolts, and anchors. G. Substitutions - SUDStItUttOnS fohe iicated plant +uttrials of the ball. When the plant has been properly Set, the pit apply De !tiled trica cium arsinate St by weight and shall be filled to the required grade with "prepared soil' and metaldehyde 51 by weight as per w•nuf•.cturer's recommendations will permitted provided the orsubstitutend materials are approved thoroughly S. install-all items required by other trades which are to be cast into in advance by the L.A. and the substitutions are made at no seby tamping and watering. All vents Shall b! two (2) weeks after installation. removed from stakes, untied, and securely fastened in an concrete. additional cost to the City.. Except for authorized variations, approved manner to the wall, fence, or other surface next to for Control of cutworms and other Soil insects, apply Metro all substitute plant materials shall conform to the which they are planted brand soildrin as per manufacturer's recommendations two (2) C. Concrete mow strips, footings for walls, fencing, benches, etc. , requirements of these specifications. If the accepted substitue wets after installation. This product contains Dieldrin, where applicable. materials are of a less value than those indicates or specified, 8. Prepare a depressed water basin as wide as plant balls at each lindane and Phosphorothioate. the Contract price will be adjusted in accordance with the plant. Water thoroughly, backfilling any voids with additional 2, GENERAL provisions of the contract. prepared planting mix. Exterminate 9u hers and moles and repair damage. For concrete information, refer to the standard s adfor H. Plants Not Approved - Plants not approved are to be removed from�� ores �� ppoveroC. GitOund Covers 0. Prunin - All shrubs and frets shall be pinch pruned as works construction (Green Book). Refer to seetiorlsite immediately and replaced with suitable plants. The L.A. s 4, 201, 303, necessary to encourage new growth and to et iminate rank Sucher and and/Or City reserve' the right to reject entire lots of plants (1) Pits for flat sited plants to be at least VxVx6'. Ground growth. Old flowers, and dead foliage and limbs shall be 400 as mel as any other sections related to the installation, pre represented by defective samples. cover areas shall be moistened prior to planting. No flat removed. No major pruning shall be done without the approval of post nstalation of concrete wore(, materials, Libor and clean-up. plants shall be planted in dry soil . the city maintenance inspector. The standard specifications are available from e, FERTILIZERS AND SOIL CONDITIONERS News Samples of all :oil amwiendments, sod and plants sna'1 be submitted for (2) Set plants in center of pits s0 that crown of plant will be E. Weeding - All planting areas including lawn, groundcover and BN & i9 level with finish grade after settling of Soil, then shrub areas shall be kept weed-fret at all times. Weeds shall 3055 Overlarld Xe. inspection and stored one the site until furnishing materials of is backfill and i+ater. be dug out by the roots and disposed Of Off site. Los Angeles, Ca. 90034 4310) 202-7775 completed. Delivery may begin upon approval of samples or as directed by L.A. and the City. (3) Flatted plants shall be well-rooted with runners at least Upon completion of Ina 180 day maintenance period, the Contracot A. Organic fertilizer shall be processed sewage Sludge with a 4" but not more than 6" in length. shall fertilize per 126 - lawn Maintenance and 127 Groundc overs 3. PROTECTION minimum content of 1% nitrogen and 21 Pho:ohorlc Acid similar to 15. TREES AM VINES OCCURI" NLAWNS and Shrub Area Maintenance of these specifications. "Nitrohumus". Method Of processing shall not destroy normal . All finished concrete work shall be barricaded to pedestrian traffic bacteria) content. Trees and vines occurring to lawn sM.i be lanced before final 26. GU AR ANTE'E AND REPL A C M E NT S for three (3) days Barricades shall be placed immediately after 9 D concrete finishing Contractor shell furnish, place, and remove all B. Nitrogen stabilized sawdust Shall be bulk, with the following preparation of those areas. A. All shrubs and groundcover shall be guaranteed by Contractor as of his own barricades. Contractor shall be responsible for any nitrogen content based on dry weight' to growth and health for a period of one year after damage to new construction and replacemert or repair of the work 16, CARE OF PLAN'T'S BEFORE AND DURING PLANTING. completion of the specified maintenance period, and/or final Shall be made without added cost to the City. O.SS for Redwood Sawdust acceptance by the city. All trees up to 20" box site shall be 0.7% for Fir Sawdust Plants shall not be allowed to dry out before or while being planted. guaranteed by Contractor to live and grow in in acceptable 1.01 for Bark or Pine Bark or mixture Keep exposed roots moist by means of wet sawdust, peat moss or burlap at upright position for a period of one year after completion all times during planting operations. Do not expose roots t0 the air of the Specified maintenance period, and/or final acceptance by 4. CLEAN-UP except while being placed to the ground. Wilted plants, whether in dace the city. Trees in 20" boxes or larger, and all field grown Salinity - The Saturation extract conductivity shall not exceed or not, will not be accepted and shall be replaced at the Contractor's specimens shall be guaranteed by Contractor to live and grow in Upon completion of all concrete work and before final acceptance, 3.5 miltimhos / cm at 25C. expense in acceptable upright Contractor shall remove all tools, surplus materials, apparatus, position for • period o/ one (1) year D after completion of the Specified maintenance period, and/or debris, etc. , from the site and the site Shall be left in a clean, neat Condition acceptable to CityCommercial fertilizer shall be delivered in sacks with manufacturer's 17.W ATE� li�IS VQ BAScity acceptice. . label showing weight and analysis ettached to each sack. A. Construct a firmly compacted mound of soil around each tree and B. All plants that snow signs of failing growth at any time during plant to form a watering basin at the edge Of and following the the life of the Contract, includir the maintenance period or B, STAKING MATERIALS LANDSCAPE ^mow' Tt� v+T�� sl'ape of the planting pit area. Mounds for trees and for vines those plants injured or damaged as to render them unsuitable for CONS i nw k M� A. Tree staking shall be as per detail from 5-gallon or larger containers, otherwise specified shall be the purpose intended, shall be immediately replaced In kind and 1 SCOPE at least 4" high. Mounds for all other trees, vines or plants Size at the expense of the Contractor B. Ties for holding f-ees shall be asper Detail . net otherwise specified shall be at least 2" high. Excavated earth, if capable of retaining water, may be used. Any C. Contractor shell, within S days notice by the city remove and The work of this section includes all labor, materials and equipment settlement within the basins retaining water shall be refilled replace all guaranteed plant materials which for any reason fall required to complete the work indicated on drawings. The work shall be 1 Q GR A DiNG AND SOIL PREPARATION to the required grade with prep red soil , and additional to meet the requirements of the guarantee. Replacement shall be performed in accordance with the best standards of practice relating t0 nitrogen stabl,lized Sawdust worked into the surface as required made with plant material as indicated or specified for the the various trades and under the continuous supervision of a Competent A. Contractor is t0 finish grade to within 1/10th of A foot or 1" t0 restore the mulched condition. original planting, and all such replacement materials shall be foreman, Capable of interpreting the drawings and these specifications. below paving where paving exists. guaranteed as Specified for the original guaranteed materials. The work included in this section is as follows B. Moisture Content - The soils shall not be worked when the B. At the end Of cera 160 day M intena��ce period all watering basins Finish grading for planting, soil preparation . fertilization, planting, moisture content is s0 great that excessibe compaction will in lawn areas shall be leveled to finish grade and the area D All plant materials shah be guaranteed against poor materials and/or workmanship for including lawn, maintenance, inspection and :ertl/icattons, guarantees, occur, and not when it is so dry that dust will form in the air Shall be sodded with the specific Sod. a period of one year after City acdeptanee. Replacements shall be made at no cost to the city. clean-up, staking, guying, an0 espaliering , miscellaneous allowancesor that clods will not break readily. Mater shall be applied i/. necessary to provide ideal moisture content for tilling and for 19. W ATEIG 27. CLEAN-UP planting. 2. APPROVALS A. Immediately after planting, water shall be applied to each tree Upon completion of the work in this section, Contractor shall remove, all C. Preliminary Grading - Preliminary Grading shall be done in such by means of a hose. The water shall be applied in a moderate rubbish, trash and debris resulting from the operations; remove disused A. All sprinkler work shall be inspected and approved prior to start of a eunner as to anticipate the finish grading. Excess soils stream in the planting holes until the material about the roots equipment and implements of service; leave entire area involved in a neat any work. shalt be removed or redistributed before application of is completely saturated from the bottom of the hole to the top and acceptable condition such as to meet the approval of the city. fertilizer and mulch. Where soil is to be replaced by plants Of the ground. B Prior to excavation for planting or placing Of stakes, locate all and mulch, allowance shall be made so that when finish grading utilities, electric cables, conduits, sprinkler lines, heads, valves, has begun, there shall be no deficiency in the specified depth B. Plants which cannot be watered efficiently with the existing Xeris e a pe Assessment System Summary and valve control wires, and all utility lines so that proper of mulched planting beds. water System shall be watered by means of a host. precautions may be taken not to damage such improvements. in the POINTS REFERENCE event of a conflict between such lines and plant locations, promptly D. Weeding - Before and during preliminary and finish grading, .11 C. Apply water in sufficient quantities, and as often as seasonal CLAIMED (SheetN/Ref. N) notify the City Inspector who shall arrange for relocation for one weeds and grasses shall be dug out by the roots and disposed of conditions require, to keep the ground wet at all times, well I. LANDSCAPE[Point V aluel or the other. Failure to follow this procedure places upon off site (except those weeds and grasses not of the perennial below the root system of grass and planting. Care is to be Contractor the responsibility for, at his own expense, making any and type, leis than 2-1/2" high and not bearing seeds, which may be taken in watering slopes so as not to cause erosion damage. 1. Waterconscrving plants.(20) 20 all repairs for damages resulting from work hereunder. turned under). Oats :rore than 2-1/2" high and not bearing seeds p g g may be turned under. Perennij) weeds and grasses to be removed 0. Following the planting of ground Cover plants furnished in 2. Turflinutcdto 25% (45%residcntiat.(20J 11) include, but are not limited to, the following flats, each plant soil be immediately and thoroughly watered by 3. Plants grouped by watering necd.[lOJ 10 3. OU ANTTTIES AND TYPES Nut Grass Puncture Vine Dallas Grass Mustard Plant means of a hose with a sloe-running stream Of water. Plant materials shell De furnished in the quantities and/or spacing as Alfalfa Johnson Grass Mire Weed Morning Glory 18.TREE STAKING 4- Hardscape (non-irrigated)surfaces.(10J S[ shown or noted for each location and shall be of the species, kinds, . Augustine Grass /or described In the "Plan[ Materiel See Planting Detail, S. Perrrieablepaving.(S) 0 sires, etc. , as symbolized and E Legend", as indicated on the dor des. The L.A. has prepared this list E. All planting areas shall be scarified to a depth of 12 inches 6.' Low-water turfvarieties.(5) 5 only as a convenience to Contractor and assumes no responsibility for its below grade with the spacing of the ripper teeth no greater than 12 inches on center prior to placing conditioner and 7. Mulchrovided in non-ground coyer [ 1 erareas. S 5 accuracy. The Landscape Contractor is to verify all sizes and fertilizers. All rock and debris more than 2" in diamter shall p Y nuAntitio:. be removed from the sit:. 2aESPAUFRM VINES 8. Soilamendments.(51 5 VERIFlCATION OF DII�RENSI0 N S AMC) OUAPMTIES All trai l f acs and stakes are to aremoved from plants and int plants 4 F. Trenches - It sprinkler system is Installed after grading and sin+11 be fastened and trained against fences o' walls as directed by the Total Points Claimed: 60 Dimensions yre approximate Before proceeding with any work. Contractor fertilizing is completed, the upper portion of the backfill City shall be retilled one fertilized to the depth specified for the [Minimum Points Required: 601 shall verify all dimensions and quantities and Snell immediately lnfr- L.A. and City of any discrepancies between the drawings a ere? ­quer-d. to conform to the specifications. 2 1. ATES Specifications and actual Conditions. No work shall be done in or, 11. FINISH GRADING where there is such a discrepancy until approval for same has been :, In addition to any other certificates specified, Contractor sM 11 furnish II. IRRIGATION(Point V:)ueJ a certificate with tach delivery of bulk material, stating the source, by L.A. and city. . .en preliminary grading, including weeding and fertilizing, has been quantity, t 1'.'Low gallonage irrigation system.[20) 20 q y, and type of materiae and that the material conforms to the -omplete and the soil has dried sufficiently to be readily worked, all specflcation requirements. For bulk delovered oraganic fertilizer, the lawn and planting areas shall be graded to the e'evations indicated on certificate shall also state the volume, net weight, percent of Nitrogen 2. Automatic dor.:-ollcr.(_01 20 5. INSPECTION A. All inspections shall be made by L.A. and city. Contractor shat the drawings Grades not otherwise indicated sh. 1 be uniform levels or and percent of Phosphoric acid. For each fertilizer and soil ' slopes between points where elev- ons are given Minor adjustments of 3. Deslgnc9towbterpl�nt3bywateringnceds.(iOi 10 request inspection at least two (?) days in advance of the time D P 9 J conditioner, in containers, a similar certificate or invoice shall be finish grades shall be made at t , lirection of the city, if required furnished stating total quantities by weight and volume for each 4. Soilrnoisture sensors.(101 10 inspection is required. materiel. These certificates shall be submitted to the L.A. and city B. inspection will be required for the following parts of the work: Finish grade shall be a smooth, ever znd uniform plane without abrupt przpr to tho StArt of the maintenance period. 5. Rain sensors.151 5 change of surface. Soil areas ad,lace.it to buildings to allow a natural (1) During finish grading and soil preparation. ��PROTfCTN run-off of water, and surface drainage shall be directed as indicated on 6. Wind sensors.[5) the drawings by remodeling surfaces to facilitate the natural "run-off" Contractor shall carefully and continuously protect all areas included in (2) Plants, at time of delivery to site and prior to planting. of water. low spots and pockets shall be one inch below grade of the Contract, including plant materials, fences, supports, etc. , until 7. Sensitive to slope factors.[5) adjacent payment of ani kind. Grading shall be done when soil is at final acceptance of the work by the L.A. and city. optimum moisture content for working. 8. (3) When vines, Shrubs, and trees are spotted for planting, but Reclaimed or recycled water. planting holes are not excavated 23,MAINTAINCE Total Points Claimed: 65 (4) Specimen trees at source, before delivery. A. Contractor shall maintain a sufficient number of men and (Minimum Points Required: 601 12. METHOD OF PLANTING AND WORK PROCEDURE adequate equipment to perform the work Herein Spec tlied. Ilan (5) Lawn areas prior to planting A. NO planting Shall be gone until all operations in conjunction maintenance work Sn•11 Consist Of applying water, weeding, (6) Planting areas prior to planting. with the installation of the sprinkler system have been caring for plants, including groundcovers, shrubs and trees, completed, fin•1 grades have been established, the planting areas edging, aerating, and mowing of lawns, fertilizing and control (7) All landscape construction items, prior to the start of the have been properly graded and prepared as specified, and the of pests and diseases calendar day maintenance period ("Final inspection"). work approved ?)v the city. B. Damage to any plan•.ed area shall be repaired immediately. (8) At Completion of 180 calendar day maintenance period ("final B. The relative position of all trees and plants is subject to Depressions Caused by vehicles or foot traffic shall be filled Maintenance :nspection") approval by the City and shall, if necessary, be relocated as with topsoil, leveled, and replanted. Exterminate gophers and directed as pa't of the Contract. moles, and repair damage. (9) Inspection reports shall be made for each inspection by the L .A. and one copy shall be submitted to city and Contractor. C. All plants shall be removed from thier container and set so C. The entire project stilt be maintained for a period of 1days that, when settled, they bear the same relation to the required commencing from the time all items Of work have been en comppllete t0 grade that they bore to the natural grade before being the satisfaction of LN. and city. e. CERMC ATION transplanted. Each plant shall be planted to the center of the pit and backfilled unless otherwise specified, with the prepared D. The project snail be tired for to a neat, clean condition at all !im•s to the satisfaction of rir,y ann L.A. Prior to lob acceptance, written certifications shall be Submitted to the soil. No soil In muddy condition shall be used for backfilling. city for the following No filling will be permitted around trunks or stems. All broken 24,LAWN MAST CE or frayed roots shall be properly cut off. A. Quantity and Quality of Commercial Fertilizer and Organic Fertilizer. D. L.A. and/or city shell supervise the placing and plantino of all A. Watering - Mater every clay once per day for two weeks and [herefter grjdudlly re du t frequency Of watering to three times aTT plants. B. Quantity and Quality of all Soil Amendments called for by Plans per week. Contractor a L. continue to maintain the lawn until DESCRIPTI 0 N 0 F REVISIO N and Specifications. E. In the event that underground coastruction work or Obstructions final acceptance by the A. and City. DA A are encountered In the planting operation, alternate locations 7. MATERIAL9 . ferttllfen - Apply weeks of et in! rata gf 5 ponds r i media CITY OF RANCHO CUCAMONGA for plant material will De selected by L.A.. . and city Alternate --------9 locations wi11 be done at no extra cost to the City square feet three «eats •iter installation and water immediately thereafter. 01. Plant materials indicated on drawing: and herein specifhed shall conform to the following: 13.PLANTING OF TREES C. Diseases Pest Control - Two weeks after installdtin of T.wn. ENTRY MONUMENTATION AT MILLIKEN AVENUE AN A. Nomenclature - Plant names indicated on the drawings conform the A. Position plants in locations indicated On drawings and secure apply a granular mercurial fungicide of I.B% mercurous chloride �iStandard 6Tant Names" established by the American Joint approval before excavating pits, making necessary adjustments as as per manufacturer's recommendation. FOURTH STREET (WEST SIDE) d dicate . Committee on Horticulture, Except for names covered therein, the inD. Mow999 - The lawn Shall be mowed at a height Of 1-1,12" with • established custom of the nursery is followed. rotary mower, equipped with rollers, before it reaches 2" in B. All pets for tress shall be dug square with bottoms levet. the CONSTRUCTION / PLANTING B. Condition - Plants sin+i1 be symmetrical, typical for w height. Collect gross clipping during mowing Operations and piety lengti, ^r sides and depth equal to two times the diameter of the remove from the site. and species, sound, healthy, vigorous, free from plant disease, tree bell. Compacted soils at sloes and bottoms shall be SPECIFICATIONS insect pests, or their eggs, and shall h.lve healthy, normal root loosened by scarifying or other approved method. Pits shall be 00 SCA p, backfilled «.th "prepared soil" to the required rade, and the Atter each cutting, the edge of the grass shall De trimmed to a �- •(• systems, well-filling their containers, but not to the point of D p 9 neat and uniform line. The lawn edges shall be maintained Q�Q VAN being root bound. Plants shall not be pruned AT ANYTIME, and in balance of the pit filled with "prepared soil thoroughly neatly at all times. 4V .iQ r '4 no case shall trees be topped. settled by water application•. ti ;:-.AAPPROPEP BY: DATBZ_�� C. Dimensions - The height and spread of all plant material shall C. Set plants in center of pit, an a vertical position, so that 5,GFKX1l'NDCOV37S AM SH" AREA MAINTAF'N(E -- Crown of ball will De level with finish grade �rter allowing for W :;. � CIT KNGI(k 24953 be measured with branches in their normal position, and 1 De A. waterin - new planting shad be watered once per day for two a , VR.C.E. NO' as indicated on the drawings. The caliper of all trees shall be watering and settling and she! Dear the same re in the nip to M-„e-ekks after installation. Reduce watering to every other measured C-0" above the surface of the round. Where caliper the finish grade that it did to the soli surface in the 51 la 9 P container. day for the next two (?) weeks. water thereafter three (3) ,w� RJM of other dimensions of any plant mate riais are omitted for the times per week until final acceptance. * • "Plant legend", it sha'1 be understood that these plant Wk- materials shall be norma) stock for type listed. D. Prepare depressed water basin as wide as plant balls at eachTA/( plant. Water thoroughly, backfilling any voids with additional +rl Date Ir DR111'1J �w•vim Orfof ca�1F� RJM DESIGN GROUP, INC. � D. inspection - All plant materials must have been previously prepared planting mix. r inspected at the nurser D the Count Horticultural Department, ►tnx�n�c v+0uwsc,►rE utcwrtEctinit L11 13 p y y y x.r w"-•�•••wxTx w.ra,e..ra�.c.s+n»an" and shall be subject to the inspection and approval of the L.A. and City G No. before planting. CITY 1531 PROJECT SHEET NO. y OF 4 3 SPECIFICATIONS (CONTINUED) 1.1 GRAMTE VENEER 1.1.08.4 ADJUST AND CLEAN-UP: 1.101 SCOPE: Provide labor, material, equipment and services •rrpcessary for installation of adhered granite veneer complete as s Protection: Adequately protect all work from damage by indicated on drawings and required. work shall conform to subsequent construction operations. Damaged work shall be Section 303 'Concrete and Masonry Construction' of the 'STANDARD replaced. SPECIFICATION' and these Special Provisions. B. Clean-up: Cleaning shall be in accordance with 'STANDARD 1.1.02 RELATED WORK SPECIFIED ELSEWHERE: SPECIFICATIONS". • 12 IDENTIFYING DEVICES A. Other requirements of the Contract Documents including, but 1.2.01 SCOPE Provide labor, materiel, equipment and services not necessarily limited to, pertinent portions of Sections in "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", latest necessary for installation of identifying devices complete as adopted edition by the APWA-AGC Joint Cooperative Committee, indicated on drawings and required. apply to the work of this Section as fully as though repeated herein. 1.2.02 RELATED WORK SPECIFIED ELSEWHERE: A. Other requirements of the Contract Documents including, but B. Substrate. not necessarily limited to, pertinent portions of Sections in "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", latest "General Provisions" of the "STANDARD 1.1.03 QUALITY ASSURANCE: Shall be SPECIFICATIONS".accordance with Part 1 adopted edition by the APWA-AGC Joint Cooperative Committee, apply to the work of this Section as fully as though repeated herein. A. Codes and Standards: 1. Local Building Code, Current Edition. 12-03 .B. Preparation of openings and surfaces. 2. Masonry Institute of America, 'Masonry Design Manual'. QUALITY ASSURANCE: Shall be in accordance with Section "GENERAL CONSTRUCTION REQUIREMENTS". 1.1.04 SUBMITTALS: A. Codes and Standards: A. Material Lists: In accordance with Section 'GENERAL CONSTRUCTION REQUIREMENTS' submit a complete list of all I. Local Building Code, Current Edition. materials proposed to be provided under this portion of the 2. Standard Specification For Public Works Construction. work, giving manufacturer's name, catalog number and P description for each item where applicable. 1.204 SUBMITTALS: B. Manufacturer's / Association's Recommendations: Accompanying the Material List, submit copies of the manufacturer's / A. Shop Drawings: Shall be submitted in accordance with Section 'GENERAL CONSTRUCTION REQUIREMENTS' . Association's current recommended method of installation. C. Samples: Submit with materials list duplicate samples of B. Material Lists: Accompanying the Shop Drawings, submit a granite veneer for Engineer's acceptance and selection. complete list of all materials and/or equipment proposed to be provided under this portion of the work, giving manufacturer's 1.1.05 PRODUCT HANDLING: Shall be in accordance with Section name, catalog number and description for each item where 'GENERAL CONSTRUCTION REQUIREMENTS-. applicable. C. Manufacturer's / Association's Recommendations: Accompanying 1.106 JOB CONDITIONS: the Material List, submit copies of the manufacturer's / Association's current recommended method of installation. A. Environmental Conditions: Work shall be performed within range of temperature and in climatic conditions recommended by manufacturer and Association. 1.107 MATERIALS: NOTE: A. The adhered granite veneer shall be as furnished by Marble STONE AND GRANITE SEALANT Technics Group as indicated on drawings in color, texture and Apply two (2) coats Sure-Clean" Weather Seal (Siloxane), per manufacturer's specifications. pattern of samples accepted by THC a/77'. Veneer units shall be one (1) inch or less in thickness and shall have scores, ribs, Manufactured by: Mggins Co. Phone No. (213) 772-2813 grooves or adequate roughness on back. B. Portland cement shall be a standard brand and conform to ASTM C 150, Type I or Type II, low alkali. C. Sand shall be as per ASTM C 144, except that not less than 51 shall pass the No. 100 sieve. D. water must be taken from a supply distributed for domestic purposes, clean when used. $. Hydrated lime shall conform to ASTM C 207, Type S. 1.107.1 OTHER MATERIALS: All other materials, not specifically described but required for a complete and proper installation of the work of this Section, shall be new, first quality of their ,respective kinds, and subject to acceptance of the Architect ALIP rf+—C- r-17-1- 1.1.07.2 iy-y1.1.07.2 MORTAR MIX: A. Mortar shall be Type S. All mortar shall one quart of Forrer Chemical DRY-BLOCK mortar admix manufactured by Forrer Chemical, 7221 West Parkland Court, Milwaukee, WI 53223 (Local Distributor, Mr. Jack Deluba 714/631-1542) per two bags of pre- mixed masonry cement or per bag of Portland cement when mixed at the job site with lime - with not more than 6 cubic feet of masonry sand measured damp loose. B. Mortar shall be mixed in a batch mixer for not less than five minutes and shall be mixed long enough for thorough intimate mixing of all ingredients. C. Re-tempering_ on mortar boards shall be done by adding water within as basin formed with the mortar and the mortar re-worked into the water. Dashing or pouring water over mortar will not be permitted. Harsh, non-plastic mortar shall not be re- tempered and not used. 1.1.07.3 Backing: Shall be as indicated on drawings. 1.1.08 SURFACE CONDITIONS: Shall be in accordance with Section "GENERAL CONSTRUCTION REQUIREMENTS". 1.1.08.1 PREPARATION: A. Prior to installation, the backing surface shall be cleaned of any deleterious materials that would affect bond, such as 'bond-breakers, " oil, paint, grease, dirt, etc. Surfaces that are smooth or glossy shall be roughened by sand-blasting or other acceptable methods. B. The area to be faced shall be drenched with water at or prior to start of working day and dampened as by fog spray within one hour of. laying of the veneer. Surface shall be damp, but not wet at time of laying. 1.1.08.2 INSTALLATION: Install in accordance with accepted shop drawings, Section 303 of the "STANDARD SPECIFICATION" manufacturer's and Trade Association's recommended installation instructions and as indicated on drawings. A. workmanship: 1. Wetting: The veneer units shall be wetted at least one hour before laying and .shall be noticeably damp but free from surface water at time of laying. The timing will vary depending upon weather and absorption of units. 2. Control or expansion joints shall coincide exactly with any control joints in the backing or support and be continuous through the mortar and veneer and as show or called for in the details. 3. Freezing Weather: No veneer shall be laid in freezing weather except with approval and then only after -proper precautionary measures. No salt or other admix shall be used to reduce freezing point of mortar or water. an DESCRIPTION OF REVISION DA'L'E n 4. Protection: Adjoining materials that can be damaged by mortar shall be suitably protected in advance of work. 1.1.08.3 CLEANING: CITY OF RANCHO CUCAMONGA A. Mortar stains shall be removed with clear water as work progresses. Upon -completion, all exposed surfaces shall be cleaned. This is to be done using an approved detergent (or ENTRY M NUMENTATI N AT LL N AVENUE AND with a 109 solution of commercial muriatic acid), removing all t stains with fiber brushes and then washed with clean water. FOURTH STREET (WEST RJr—) Masonry must be thoroughly drenched before and after application of detergent or Acid. GRANITE VENEER SPECIFICATIONS B. In the event ordinary cleaning is not adequate, special methods such as high pressure water cleaning, etc. must be used to clean the surface. C. All waste and surplus material shall be removed from the job �Q�Q �9'�, APPROVED BY: 1_ - s� and all steins or dirt from this operation affecting other0014iI� materials adjacent shall be cleaned satisfactorily. W Cl) CI �GJAo4—e-&q,`�-f_. 9 R.C•g• N0. 24953 cc IM ' RJM / * Dnvx RJN1 �i T a RJM DESIGN GROUP, INC. L 12 or 13 f Ui CIEI PLANNING Iwo uVosc►rc�cHmcraRc — lI�IW•••r NR[M.Ir?.N[lO.Cl AM1 I.M 16 AY CHTCM DRATING No. CITY 1531 SHEET 4Z OFz/ 3 - q. .. _ SPRINKLER IRRIGATION SPECIFICATIONS PART 2 - PRODUCTS 3.03 INSTALLATION 3.06 FIELD QUALITY CONTROL PGENERA •rRT i - _],. ,2.01 MATERIALS 4. M cxpetaiorh curl shall las provided within three(!) leer•o f each wits A. Trenching: A. Adjustment of de System: 3u r connection. Expansion turf shallbe of wfTicien length e, each splice RiP'i' 1.01 DESCiON , A. General. Use onlynew materials of brands and types noted on drawings,specified connection at each electric control valve, so the, in case of repair, the I. Dig trenches ant and continuously,on bottom of trench. 1. The Contractor shall flush and adjust all r heads for YP C sP i eM support Pipe fi' ju sprinkle optimunn Y be brought valve bonnet may herein, or approved equals. cag to the surface without dis.unrecting the Uy pipe to an even grade. Trenching excavation shall follow layout performance seed to prevent ove n onto walks, roadways. seed A. Sc of Work: Provide all labor,materials bis P nP Y Y 11 Scope ,transportation,seed senates tseceseary S Quick coupling valves. control wires Control wires shall be laid loosely in trench Without indicated on the Drawings and as noted. buildings a much as possible to furnish and install the Irrigation System a shown on the Drawings and described B. PVC Prcxwrc Main Lint Pipe and Fittings: stress or stretching wire conductor. n0 Powis herein. A. Stub-outs for future connection. 2. Provide for a m mimum of eighteen(18) inches cover for all pressure 2. If it is determined duo sdjust net is it this irrigation equipment will 1. Pressure main line piping for sizes 2' and larger shall be PVC Class S. All whets shall be made with Scotch-Lok 03576 Consector Sealing supply linea of 2 112-inch nominal dismtteror smaller. Provide proper and more adequate coverage,the Contractor shall make 1.02 QUALITY ASSURANCE alt REQUIREMENTS i. Other related equipment as directed by the City of Rancho 315. Packs, Rainbird Snap-Tite wire connectors,or approved equal Make such adjuwxnts prior to planting Adjustments may also include Cucamonga. only one splice with each connector staling pack. 3. Provide for a minimum of twenty-four(24)inches cover for all pressure chances in nozzle sizes and degrees of arc as required. A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and 2. Class 315 pipe shall be made from an NSF approved Type 1, Grade 1, supply lines of 3-inch nominal diamicr or larger. all observations as required. 6. On or before the dale of the final field observation,the Contractor shall PVC compound conforming to ASTM resin specification D1784. All 6 Field splices between the automatic controller and electric control valves . deliver the corrected and completed sepias to the City 3. Lowering raised sprinkler head;by the Contractor shelf be accomplitltel of Rancho pipe must meet requirements as set forth in Federal Specification PS-22- will not be allowed without prior approval of the City of Rancho 4. Provide for a minimum of twelve(12)inches for all non-pressure lines. within ten(10)days after notification by the City. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings*Ali Cucamonga. Delivery of the sepias will not relieve the Contractor of the 70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Cucamonga. be followed in all cases where the manufacturers of articles used in this Contract responsibility of furnishing required information that may be omitted Pipe). S. Provide for a minimum cover of eighteen (18) inches for all control 4. AN sprinkler heads shall be art perpendicular to finished grades wren furnish directions covering pants not shown in the Drawings and Specifications from the prints. K Automatic Controller: wiring otherwise designated on the Drawings. 3. Pressure main lint piping for sizes 1-102' and smaller shall be PVC C. Ordinances and Regulations- All local, municipal and stats tows, and rules and C. Controller Charts: Schedule 40 with solvent welded joints. 1. Automatic controller(s)shall be of size and type shown on the Drawings. 6. Refer to City standard number 120 'Trench Repair* for all trenching S. Rau Bird EFB CP-MS valves will be sot per menwfacturcn regulations governing or relating to any portion of this work arc hereby within City wreets, specification so that each Lateral operates a design pressurc. incorporated into and made a part of teat Specifications,and their provisions salt 1. As-built drawings shall be approved by the City of Rancho Cucamonga 4. Schedule 40 pipe shall be made from NSF approved Type 1, Grade 1 2. Final location of automatic eortroller(s) shall be approved by the City be tamed out by the Contractor. Anything contained in these Specifications cull before controller charts arc prepared PVC compound conforming to ASTM resin specification D1785. All of Rancho Cucamonga a. lkckfilling: tad be construed to conflict with any of the above rules, regulations, of pipe must meet requirements as set forth in Federal Specification PS-21- B. Testing of irrigaion system: requirements of the same. However,when these Specifications end Drawings call 2. Provide one controller chart for each controller supplied. 70. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power I. The trenches ahs" mot be backfilled until all required rests are for or describe ratenals,workmanship,or construction of a better quality,higher to each automatic controller location is to be furnished by others. The performed Trenches dull be carefully backfilled with the excavated I. The Coalraetm ant" s*quest des Presence of the City of Rancho standard, or Larger size than is required by the above rules and regulations, Use 3. The chart shall show the ares controlled by the automatic controller and S. PVC solvent-weld fittings shall be Schedule 40, 1-2,11-1 NSF approved final electrical hook-up shall be the responsibility of the Contractor. materials approved for backfilling,consisting of cant,loam,Sandy clay, Cucamonga in writing at least 48 hours in advance of testing. provisions of these Specifications and Drawings cull take precedence. shall be the maximum size which the controller door will allow, conforming to ASTM test procedure D2466. send, or other approved nutenals. free from large clods of earth or 4. Controller shall be operable to City's central computer prior to acceptance, stones Backfill shall be mechanically compacted in landscaped areas to 2• Tea all pressure lines under hydrostatic pressure of ISO pounds per D. Explanation of Drawings- 4. The chart is to be a reduced drawing of the actual installed system. 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall Contractor shall apply and pay for the iistalatbi a dry density equal to adjacent undisturbed soil lin planting areas. spore inch and prove watertight. However, in the event the controller sequence is not legible when the be of type and installation methods prescribed by the manufacturer. Bsckfill will conform to adjacent grades without dips, sunken areas, 1. Due to the seek of the Drawings,N is not possible to indicate all oKuts, drawing is reduced, it shall be enlarged to a size that will be readable .be operable to City's central computer prior to bumps or other surface irregularities. Note: Testing of pressure main lines shell occur prior to inab"tiou ratings, sleeves, etc., which maty be required. The Contractor shall when reduced. 7. All PVC pipe must bear the following markings: acceptance. Contractor shall apply and pay for the installation. of the electric control valves. carefully investigate the structural and finished conditions affecting all 2. A fine granular material backfill will be initially placed on ell lines. No of his wort and Lan his wet accordi I furnishi such fittings,etc., L Electric Control Valves: foreign matter larger than one-half(112) inch in size will be permitted 3• All Ping under P„'ed areas shied be tested under bydroaatk premis P �Y. ng g S. The than call be a blacdine or blueline ozalid print and m difTercnt a. Manufacturer's tame of ISO rads r tt inch awed en watertight riot to v as may be required to mixt such conditions Drawings are generally color cull be used to indicate tht arca of coverage for each motion, b. Nominal pipe size in the initial backfill. Pouts per slue Pro" gh p paving. diagrammatic and indicative of the work to be installed The work shall C. Schedule or class 1. All electric control valves shall be the same size and type shown on the be Drawings. 3. Flooding of trenches will lit permitted only with approval of the City of 4. Sustain PTeppre u lines for so law them mix (6) horn. if Maks installed in such a manner a to avoid conflicts between the irrigation 6. When completed and approved, 11►e chart shall lit hermetically staled d. Pressure rating in P.S.I. develop, replace jams and rapes heat until eatirc system u proven system,planting, Rancho Cucamonga. y p ng,end architectural features. between two pieces of plastic,etch piece being a minimum 20 mils. C. NSF(National Sanitation Foundation)approval watertight. f. Date of extrusion 2. All electric control valves shall have a manual flow adjuament ght. 2. AB wort called for naw the Drawings by nears w details call las 7• These charts call las completed and approved prior to the final field 4. If aenkmeot occurs and shsbsequent adjhhaments in pipe, Hives, furnished and installed whether or not specifically mentioned in the observation of the irrigation system. 3. Provide and install one control valve box for each electric control vat". sprinkler heads,lawn,planting,or other construction ere necessary,the S. All hydroa olk e1b s oft be mads only in this present of the,General E. All fittings shall bear the le I.P.S. ached lean: N F scaaf material Contractor cull make all required adjustments without cost to the City. Cow rector and the City of Rancho Cucamonga. No pipe dull be Specifications. designation,size,applicable I.P. . schedule and NSF scat of approval. backfilled until it has been observed,tested,and approved in writing, M Control Valve Boxes: C. T D. Operation and Maintenance Manuals- Trenchingand Backfill Under hying: 6. Furnish necessary force pang and all nether tat squipnert. 3. The Contractor cull not wiliRrlly install We irrigation system as sawn C. PVC Non-Pressure Lateral Line Piping: on the Drawings when it u obvious in the field that obstructions,grade I. Use 10' x 10-114' round box for all gat valves, Cavort Industries differences,or discrepancies in arca dimensions exist that might not have I. Prepare and deliver to the City of Rancho Cucamorrge within ten 0910-129 with green bolt-down cover or approved equal. Extension I. Trenches located under areas where paving, asphshic concrete, or calendar days prior to completion of construction, 3 hard-cover,three- 1. Non-pressure buried lateral line piping shall be PVC Schedule 40 with sleeve stall be PVC with minimum size of six (6) inches concrete will be installed, cull be backfilled with sand(a layer six �6) 7. When;he irrigmion tywan u completed,psrlbetn a coverage test u she been considered in engineering. Such obstructions or differences should ring binders containing the following information: solvent-weld joints when installed in planting areas. inches below the pipe and three ck inches above the pips) and presence of to City of Rancho Cucamonga b determine if the water be brought to the attention of the City of Rancho Cucamonga. In the evert this notification is not performed,the Contractor stall assume full 2. Use 9-112' x 16' x I I' rectangular box for all electric control valves, compacted lin layers to 95% compaction,using manual or mechanical coverage for planting areas is complete and adequate. Furnish all responsibility for any revision necessary. e- Index Beet which rates Contractor's name, address, and 2. Non-pressure lateral line piping installed underpaved areas shall be PVC Carson Industries 01419.12B with green bolt-down cover or approved tamping devices. Trenches for piping stall be compacted to equal the materials and Perform all wort required to correct any inedequacios of telephone number, and which limo each initialled equipment Schedule 40 with solvent welded joints. 1.03 SUBMITTALS and material item, including names and addresses of equal. compaction of the existing adjacent undisturbed soil and stall be left in coverage due to deviations w wheren from ells Drawinjswhereha the system s a firm unyielding condition All trenches shall be left flush with the been willfully insulted as indicated on the Drawings when it is obviously manufacturers'local representatives. 3. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC 3. Use 10'x 10-I/4•round plastic valve box for all quick coupling valves adjoining grade The Contractor shall set to place,cap and pre►wre tew inadequate,without bringing this to the attention of the City of Rancho compound conforming to ASTM resin specification D1784. All pipe installed within turf areas, Carson Industries 0910-128 with green bolt all piping under paving pnor o the paving work. Cucamonga This test atoll be accomplished before any ground cover A. Material List: must meet requirements set forth in Federal Spec PS-22-70 with is planted b. Catalog and pans sects on every material and equipmentP down cover or approved equal. 1. The Cosrrsetor shall firnish du articles, equipment, materials, or item installed under this Contract an appropriate standard dimension ratio. 2. Generally, piping under existing walks is done by jacking, boring, or recesses specified b name in the Drawings and S cificwioru. No p hydraulic driving,but where any cutting or breaking of sidewalks and/or I. Upon completion of each Phan of wort, Ms entire system she" be P aP« Y i Pe N. Sprinkler Heeds: waited and adjusted to meet rise requirements. substitution will be allowed without prior written approval by the City C. Guarantee statement. 4. Except as noted in paragraphs I, 2, and 3 of this action (2.018), all concrete as necessary,it stall be done and replaced by the Contractor a requirements for non-prcssurc lateral line pipe and fittings shall be the 1. All sprinkler heeds shall be of the same size,type,and deliver the Sans a pan of the Contract cow. Permission to cut or break sidewalks and/or of Rancho Cucamonga 3.07 MAINTENANCE d. Complete operating and maintenance instructions on all major same as for solvent-weld pressure main line pipe and fittings as set forth rate of precipitation with the diameter(or radius)of throw,pressure,and concrete stall be obtained from the City of Rancho Cucamsongs. No 2. Complete material Iia shall be submitted prior to performing any work equipment. in section 2.01 B of theta Specifications. discharge as shown on the Drawings and/or a►pecifted lin these special hydraulic driving will be permitted under concrete paving. e,cnal Ga shell include the manubcwrcr, model number, and provisions. A. The entire irrigation system sot"be wrier Rall anomaric opal i for s period of 2. u addition to the above mentioned maintenance manuals, provide the D. Brass Pipe and Fittings: 3. Refer to City standard number 120 'Trench Repair" when within City riven(1)days prior to any planing. description of all materials and equipment to be used. P pe o City's maintenance personnel with instructions for major equipment and 2. Spray heads shall have a screw adjustment. streets show evidence in writingto the Cit of Rancho Cucamonga at the I. Where indicated on the Drawings, use red brass screwed pipe B. Tho City of Rancho Clacarrtonga reserves de right to wive or*xwten the operetioa Although manufacturer and other information may be difTercnt, Iec Y g g conclusion of the project that this service has been rendered conforming to Federal Specification NWW-P-351. 3. units shalleecaten accordance with the details shown on Pe Riser bfb6dperiod.following u a guide to proper submittal forrnal: D. Assenhbfies E. Equipment to be Furnished: 2. Fittings shall be red brass conforming to Federal Specification NWW-P- the drawings. 1. Routing of sprinkler imgation Renes es in/iceted on the Dnwi�s is 3.06 CLEAN-UPt m No. Q£scri tion Manufacturer model No. 460 4. Riser nipples for all sprinkler heads shall be the Same size as the riser diagrammatic Install lines (and various assemblies)in such a manner I Backflow Prcvcnter Fcbco 825Y I �uPPiY as s Part of this eotraet the following tools nit in the sprinkler bot Cles"hull be made as each portion of work pnogCOW s. Refuse end excess dirt shall be opening sP Y as w conform with the details m the Drawings E. Copper Pipe and Fittings: removed from the site, all walks and paving shall be broomed or washed down, tad any a. Two (2) sets of special tools rcquircd for removing, demart sustained on the wort of others shall be impaired to its original condition. S. All sprinkler heads of the ssrrht type shall be by the same manufacturer. 2. Insall NO nwhiplr assemblies in plash lints Provide each assembly Automatic Controller Calsense ETI-DTR2 disassembling and adjusting each type of sprinkler and valet 1. Pipe. Type K, hard tempered with its own ouhlct. supplied on this project 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE O. Sltevine: 3 Maseru Clayval 136ACSKC-24V 2. Fittings: wrought copper,solderjoint type 3. Install all astmhlits specified herein in accordance with respective 4 Els. Eu. Etc, . It. Two(2)four foot valve keys for operation of gee valves. I Sleavinq under itarW dspins g or pavedetail In absence of devil drawings w Specifications renaming to d areas for mainline,lateral. A. The Carractor slits" operate each system in its arimty fw the City of Rancho 3. Joints shall be soldered with silver solder, 45% silver, 15% copper. ones and eontrof wiring shall be P V C sett 40specific dews required to complete wont, perform such work Cucamonga a time of final observation. My its mn deemed not acceptable by lbs Irrigation submittal must be specific and eonpkte. AU items moa be City of Rancho Cuce north stall be reworked to the complete satisfaction of des nd c. Two(2)keys for each automatic controhkr. l6%zinc,24`b cadmium,solidus at 112S'F. and liquidu>at I14S"F. accordance with btN standard practice with prior approval of City of City of Rancho Chucarrhonra Listed ashould include solvent/primer, wire, wire connectors,valve d. One (1) quick coupler key ass matching hose swivel for V Varidal Rewwant Controller Enclosure: Rancho Cucamonga boxes, etc. No copies of manufacturer's literature (catalog cuts) are P. Vatves every five (S) or on thereof fraction of each type of quick required a submittal information I. Controller enclosure shall be of size end t shown on the irri roe a. The Camreetor salt allow evidence to the City of Rancho Cueam ongs that tit City coupling valve installed. 1. Bal Valve type got 4. PVC pipe and fittings she" be dsoro ughly cleaned of dirt, duo, and drawings and irrigation detail sheet. Ass received all acceasones, charts, record drawings, and equipment as required a Bal valves ilia"and smater shat be 125 b.SWP bronze moisture before hnwaltation. Installation and solvent welding mwthods 3. The Catractor my submit subairwiona for equipment end nstenala g� before final sits observation can occur. 2. The above mentioned equipment shall be turned over to the City e, the valve with screw-in-bonnet norrming stem,and solid vR,Jge shall be as recommended by the pipe and fining munufacorer 2 backboard shall be secured to the controller enclosure ow ulad on elle Drawings by following procedures as outlined in Section conclusion of the protect. p Before final observation can occur,evidence rise provide a base for mounting the automatic sprinkler controller and S. On PVC to metal conrechrons, the Contractor start wort the metal 3.10 SiTE OBSERVATION SCHEDULE 1.05 of the Irrigation Specifications that the City has received material moa be shown to the City of Rancho Cucamonga b. Bal valves 17s"and smaller shall hake threaded ends and shal terminal strip. connections firm Teflon tape or approved equal, sols be used on all 4. Equipment or nwenals installed or Rntnished without prior approval of be equipped with a stainless steel handle threaded PVC to PVC, and on all threaded PVC to metal joints. Light A. The Cowtrectw shall be nespensibk for notifying the City of Rancho Cutsmhoeiga the City of Rancho Cucamonga may be rejected and the Contractor may 1.04 PRODUCT DELIVERY,STORAGE, AND HANDLING c Bal valves 1'12'and smaller shag be sirriar to those 3. A 117 volt duplex box shall be provided with an On/Off switch,and 117 wrench pressure is all that is required Where thrvadtd PVC in advance for the following observation meetings,according to the time indicated: be required to remove such materials from the site at his own expense manufactured by Nbeo or approved equal volt receptacle. Metal conduit stall run from the 117 volt supply to the connections are required,use threaded PVC adapters into which the pipe controller housing. All power within the housing shall be Properly may be solvent welded I. Pre-Job Conference-7 days A. Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care d. Al Bal valves shat tx staged per nstalation detail phased. S. Approval of any item, alternative w substitute indicates only that Uta E. Linc Clearance 2. Pressure supply line installation awed atraimg•4t hours u handling,loading,unloading,and poring PVC pipe and fittings. All PVC pipe product w products apparently meet the rcquire tints of the Drawings cull be transported in a vehicle which allows the Length of pipe to lie flat so a not 2. Resierrt Gate Valve and Specifications on the basis of the information or samples submitteJ to subject it to undue bending or a concentrated external load at any poise Anyvieves 4. A terminal trip shalt be provided,clearly indicating the proper pants section of pipe that has been dented or damaged will be discarded,and if installed, a coated cast i la y of connection of all appropriate wiring (station valves, macer valve, 1. All lints shall have a minimum ekarame of six (6) inches from each 3. Automatic controller installation-N hours common,central control) other and twelve (12) inches from lines of other trades, with the 6. under t e guarantee warranties Such mot relieve the shall onet s of le ent the shalt be replaced with new piping. exception of the control wire sleeve(s)which shall be installed adjactnt 4. Covarol wire inwllation-4i hours wader Uhe gwnntee Such wamnties only supplement the b. Resierrt wedge gate vales shat be f'4�d with a 2' guarantee' 1.05 SUBSTTTUTIONS oPer'atn9 nut Q. Miscellaneous Irrigation Equipment: to pressure supply line Parallel lire,shall not be installed directly over c. Resilient wedge gate valves steal be g403RTfIW gate valve one another. S. Lateral lits and sprinkler irwahtotice-49 hours b. Record Drawings: A. if the Contractor wishes to substitute any equtprthtnt or materials for the equipment as supplied by Watts or appimed equal I. Refer to t t Irrigation Plans for sizes and types of miscellaneous or materials lased on the Drawings and Specifications,he may do so by providing d. Resilient sedge gate valve shat be nstakd per detail irrigation equipment F. Areenwic Controller Assembly: 6. Coverage test -48 hours I. The Contractor call provide and keep up-lo-dos a eonglete record act the following miormation to the City of Rancho Cucamonga for approval G. Quick Coupling Valve: of blueline ozalid prints which @hall be corrected 4sily, sowing every 2. All miscellaneous irrigation equipment shall be as specified or approved Install as Per rtsnufecturcr'simtrueriahs Remote tottered valves shall be connected 7• Final observation-7 drays change from the original Drawings and Specifications and the exact 1. Provide a statement indicating the reason for nuking the substitutionequal to controller in numerical sequence as shown on the Drawing . I. Quick coupling valves shall have a brass, two-piece body designed for s. ieru installed locations, sins, and kinds of equipment Prints for this Use a separate sheet of paper for each item to be substituted working pressure of 150 P.S.I. a. When observathave been conducted other than dee City of Rancho Cueemoeega, purpose may be obtained from to City of Rancho Cucamonga at coal G. High Vohagt Wiring for Automatic Cotrolher: show evidence in writing of when and by whom there observations were made This so of drawings cull be kept on the site and cull he used only as 2. Provide descriptive catalog literature,perforrnancechams and flow charts 2. Quick-coupling valve shall be operable with a quick coupler key. Key P NRT 3 EXECUTION C. No tits obsetvarons will ensmmenee without 'As built' record drawings. In de a record sat. 1. 120 volt power connection to the automatic controller call be provided ngs. size and type shall be as shown on the Drawings. by the Contractor event the Contractor calls for a visit without 'As-built* record drawings,without or each item to be substituted completin,previously noted corrections,or without preparing the system for Said 2 These drawings hull also serve as wort proMas sheets and shell be the 3.U1 OBSERVATION OF SITE CONDITIONS 3. Provide the amount of cos Savnrhgs if the substituted item is approved H. Backflow Prevention Units: vitit, he shall be rc ible for mimtwrsi y basis for measurement and payment for wort completes These 2. All electrical wort shall conform to local codes,ondironccs,and union sPons ng the Cit of Rancho Cucentonre a his A. All scaled dimensions are approximate. The Contractor shalt check and verify aU authorities having jurisdiction curter hourly billing rate, portal o porul (plus transportation cools), for the drawings stall be available a all times for observation and shall be kept B. The City of Rancho Cucamonga shall have the sok responsibility in accepting or 1. Backflow prevention unit shall be of size and type indicated on the size dimensions and receive approval from the City of Rancho Cucamonga nor b r in a location designated by the City of Rancho Cucamonga Should the P inconvenience. No further visits will be schedules until this charge bob tS�id rejecting any substituted item a an approved equal to the equipment and materials irrigation drawings. Insall backflow prevention uruts in accordance with proceeding with wort under this Section. H. ' Remote Control Valves- and received. U record blueline drawing progress sheets not be available for review or listed on the Drawings and Specifications the Drawings. O Y not be up-to-date at the time of any observation(refer to Section act - 9. Exercise extreme can in excavating and working near existing utilities. The L p e �O Inapcction Schedule), it will las mssum►ed no wort has been completed 1. Insall where shown on the Drawings. Where grouped together,allow �Q`r+` VAN 1.06 GUARANTEE 2. Wye strainers at backflow prevention units shall have a bronzed scrtwed Contractor shall be responsible for damages to utilities which are caused by his a least twelve (12) inches between adjacent valve boxes. Install each and the Contract" will be sawased the cost of that site visit at the body with 60 mesh monel screen and shall be similar to Bailey N100B operations or neglect. Check exiting utilities drawings for exiting utility remote control valve in a separate valve box. h observations current billing rut of the City of Rancho o f that esse No other A. The guarantee fw the arra or approved equal. locations. END OF SECTION W -•� � C� observetrons shall take place prior to payment of that asaesamert f intron system shall be made in accordance with the "i auched form. The General Conditions and Supplementary Conditions of these 1. Flushing of System: v Specifications shall be filed with the City prior to acceptance of the imgation 3. All pressure main line piping between the point of connection and the C. Coordinateinwllationofsprinklerirrigationmaterialsincludingpipe,otothemlhpl t - , 3. The Contractor ;full make neat and legible notations on the record backflow preventer shall be installed as required by local code. The be NO interference with utilities or other construction or difficulty in planting trees, ,� I j r r system. 1. Ager all new sprinkler pipe lines and risen arc in place and connected, I drawing progress sheets daily u the work proceeds, showing else wolf Contractor shall verify with the local governing body a to material type shrubs,and ground coven. all necessary diversion work has been completed, and prior w a actually instilled. Fo" example, should a piece of equipment Ix B. A copy of the Gw»nett form cull be included in the operations and maintenance and installation procedures prior to sort of corstwction. Submit shop installation of sprinkler heads,the control valves shall be opened and full fI. `tE installed in a location that does red match the plan,the Contractor moa manual. drawing for approval. D. The Contractor shall carefully check all grades to Satisfy himself that he may safely Reed of water used l Rush out the system. - indicate that equipment has been relocated in a graphic manner oto as to proceed before mooing wort on tha irrigation system. match the original symbols a indicated in the irrigation legend The C. The guarantee form shall be re-typed onto the Contractor's knerhead and shall 1. Check Valves: relocated squipirent and dim3.02 PREPARATION contain the following :dimensions will then be transferred to the 2. Sprinkler heads shall be installed only after flushing of the system has h original record drawing plan at the proper time. informationbeen accomplished to the complete satisfaction of the City of Rancho 1. Swing check valves 2' and smaller shall be 200 pound W.O.G. bronze 4. Before the deo of the(ictal obaervetiem,the Contractor stall transfer all Cucamongai l �.Y GUARANTEE FOR IRRiGATION SYSTEM construction with replaceable composition,neoprene,or rubber disc and A. Physical Layout DESCRI ON OF REVISION ISION DA 1 E pi shall meet or exceed Federal Specification WW-V-51 D,Class A, Type 1. Sprinkler Heads: information from the'record dewing'prints to a septi CucamyLamonga or similar We hereby guarantee that the irrigation system we have furnished and installed is free from rv• I. Prior to installation, the Contractor shall stake out all pressure supply shall material procured from to City of iRanchotothem for by Allwork defects in materials and workmanship,and the work has been completed in accordance with lines, routing and location of sprinkler heads 1. Install the sprinkler heads as designated on the Drawings Sprinkler CITY OF RANCHO CUCAMONGA pull las iw waterproof Indo ink and applied t. the pen by a technical the Drawings and Specifications,ordinary wear end tear, unusual abuse,or neglect excepted. 2. Anti-dein valves shall be of heavy duty virgin PVC construction with pen made expressly for use on mylar matrrul. Such pen shall be similar Reads to be installed in this work shall be equivalent in all respects to We agree to repair or replace any defects lin matenal or workmanship which may develop F.I.P. thread inlet and outlet. internal parts shall be stainless steel and 2. All layout shalt be approved by the City of Rancho Cucamonga prior to those itemized to tell manufactured by Rl bido e& s as beell ! Esser. o< Faber neoprene. Anti-drain valve shall be field adjustable against drawout installation ENTRY MONUMENTATION AT MILL�CEN AVENUE AND during the period of one year from date of acceptance and also to repair or replace any damage on t Cowell al c dimensions shall be made oto. to original easily readable corn resulting from the repairing or replacing of such defects a1 no additional costs to the City. We from 5 to 40 feet of head. Anti-dein valve shall be similar to the 2. Spacing of heads shall not exceed the maximum indicated on the on the final controller chart(see to the Cit The anhcemylar"record Valcon'ADV' or approved equal. a. Water Supply: Drawings In no case shell the spacing exceed the maximum FOURTH STREET (WEST SIDE) dewing'plan call be submitted to the Cay of Rancho Cucamonga for shall mate such rtpain w neptocemerts within a reasonable time, a determinant by ells Cu), approval prior to the completion of the controller chart aller receipt of written notice. In the event of our failure to make such repairs or replacementrecommended by the manufacturers within a reasonable taJ. Control Wiring: I. The irrigation system shall be connected to water supply point(s) of me ager receipt of written nate from elle City, we authorize the City a indicated on the Drawings. 3.04 TEMPORARY REPAIRS S. The Contractor cull dimension from two (I) permanent points of to proceed to have Saw id repairs or replacements made at our expense and we will pay the cos 1Except as noted otherwise,connections automatic controllers reference, such as building cornett ., sidewalk edges,road intersections, seed charges therefore upon dertard. pp 2. Connections shall be nude at the approximate location(s)shown on the �RIGATION SPECII�CA MONS and the electric control valves shall be made with direct banal copper The City resents the right to nuke temporary repairs as necessary to keep the sprinkler System ate., the location of the following items: wire AWG-U.F. 600 volt. Control wiring installed in control wire Drawings. The Contractor is responsible for minor changes caused by equipment in operating condition. The exercise ai this richt sa the City shall ria relieve the PROJECT: a. Correction to existing water lines. conduit within structure shall be made with AWG-TW solid copper wire. actual site conditions. Contractor of his responsibilities under the terms of the guarantee as herein specified. LOCATION: Pilot wires shall be a different color wire for each automatic controller. APPROVED BY: DATE tj `-A ._s _ C. Electrical Supply: �_:;��__4 . I Common warts shall be white with a different color script for each PP Y 3.OS EXISTING TREES It. Connection to existing electrical power. automatic controller. Install in accordance with valve manufacturer's CITY ENGIN 140 WA -- 24953 SIGNED: I. Elcctricel connections for any and all automatic controllers shall be made .�.__ R.C.B. N0. specifications and wire chart. In no case shall wire size be Ices then Where it is necessary to txcwe,t adjacent to existing trees,the Contactor stall test all possible C. Gate valves. 014. to electrical point(s)of connection as indicated on the Drawings care to avoid injury to trees and Ircc roots Excavation in areas where two ' ADDRESSED: (_)inch an. larger DS�GI'1 � _ R)zC01f1f>t'l�'DEI1 roots occur shall be dune by hand. All nests two (2) inches and larger in diameter, except RJM d. Rowing of sprinkler pressure lines (dimension nrsx. 100' 2. Wiring shall occupy the same trench and shall be installed along the 2 Connections shall be nude at elle approximate location(*)shown on the directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped along routing). PHONE: DATE OF ACCEPTANCE: same route as pressure supply or lateral lines wherever possible. Drawings. The Contractor is responsible for minor changes caused by with burlap to prevent scarring or excessive drying. Where a ditching machine is run close RJM =� �r�f actual site conditions DRAWN DESIGN GROUP, INC. 1 to frets having rocs snuller thin two (2) inches m dismwtcr,the wall of the trench adja.cnt L13 1 3 s Sprinkler control valves 3. Where more than one(I)wart is placed in a trench,the wiring shall be to the tree shall be hand trimmed, nuking clean cuts through. Roots one (1) inch and larger RJM taped together at intervals of fifteen(15)feet in diameter shall be painicd with two coats of True Seal,or equal Trenches adjacent o tree `' ►tNMpNG AND t.AND6GVE ARCHrrECTUR[ - . ,m -13 f. Routing of Control wiring end locations of all splice boxes. n.i w•-sant a.>aro•hue c.rr nwewr should be closed within lwcnt;-four(24)hours; and where this is not possible,the side of the CMIM DRA TING No trench adjacent to the tree "it be kept shaded with burlap or canvas. CITY 1 53 1 _J PROJECT SHEET NO. q3 OF q3