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DEVELOPER / OWNER WATT INLAND EMPIRE 9035 HAVEN AVE. BLDG. 2, SUITE 102 RANCHO CUCAMONGA, CA. 91730 (714) 989-566 FOR STREETSCAPES ON } * CONTACT: MR. LARRY LEWIS VINTAGE DRIVE AND SUMMIT AVENUE = , TR. 13812 `yam _ � �"`• '',_ \ ':.� -:._, LANDSCAPE MAINTENANCE DISTRICT NO . 7le =� VICINITY MAP GENERAL NOTES ` �H5ET YfNDEX ya ,. r�i,t, WILSON 24 ST AVE. > 1 COVER SHEET --•--- ------ A SuMr'1IT AYE. ._-\, ` 2- 3 IRRIGATION PLANS ----•.-------------- LI- 1 TH -2 1. M Einoodwitent Pon,* shay'•° 11* obtained kom the Cky Englneer prtor b oommenc" 4 IRRIGATION DETAILS •.--••- ----- LI-3 2. AN work shall be performed am ding 10 current City standards and the Standard Spedt►cations for Public Works Construction. Q , ..——••——— N16NLAND AVE. � 3. At IM Cortdusbn of rough V* -q, an agronomic acini report shall be hxnishd to the City Inspector and all such recommendations 5 IRRIGATION DETAILS LEGEND & NOTES LI-4 � from such a report shah super "I sorts an►endn►ern recommendations shown on the ply^s. Y . �„tpt,et , k►staNalk . n+airn.nanoe period or one hundred and elghryt>s0) days Is required prior to Anal .«»ptance of the 6-7 PLANTING PLANS .��.————————— ——————— LP-1 THRU LP-2 R` ti work by the City. Maintenarro• shall 111 "111111 , weeding, "gallon, pruning, raging tree root beffs which settle below grade, J `° f f. f.rtllitzlr,g and appfytng such aprayt as are necessary for proper core and upkeep. Maintenance also Includes all repairs, nplacernent, 8 PLANTING DETAILS & NOTES ———————————••— LP-3 (� cliesodo and ad�nting necessary b keep the Irrigation system h good working order with props oove ag C.cmenaement d& for '^ Maintenance period shah be adequate to verity plant Cn charactonshcs and establishment 9 CONSTRUCTION DETAILS & NOTES —————————.. LC-1 3 f 01111111111 er char shag be provtdad br each oDn"Iller. Controller hart =hall be the maximum size the c01M110119r door WIN show -- >� AV and " stow the area oovered by the automatic controller. The chart Is b be a reduced dewing of tM actual as buiit system. O W l k wev.r, In the event the oontro" sequence Ia not legible when the drawing is reduced, It shag be enlarged to a size that wN be 10-11 LANDSCAPE SPECIFICATIONS ——..—————.. —..— LS- 1 THRU LS-2 `' ° VICTORIA AVE. readwile wf+er► reduced. The char) •hs# be a DlackNne prh-kl and a drferent color shelf be used to show the area of coverage of each atatlor�. when ODnlpieled and approved b'11 this Public Works Intprcbr, the chart shall be Mrtnetically sealed between two pieces of �i plm6c, each piece being a rtMrMmum of 20 mMs. fleck. The chars shell be mounted using Velcro or approved equal type of tape. These dw% must be completed and In plan• prior 10 Anal acoeptonc a of work by the City. � x oor+orets short De DeMeen all ahrubrgroundcover areas and Mrf areas. Mowstrps shalt ab0 b• s. r tide. r *" ne"illl�la pra►tded plovided beneath metal tench and where City maknalned areas are adjacent to privately meintaMed areas. > N.C.S. 7. sld•wa& tart Is c mnouo ertfy. Approval of Me Anal sidewalk IsyaA shall be made In the, Aeld v►d adjusted as necessary to meet MAINTENANCE RESPONSIBILITY MAP sae coindliloq>eas approved by the Public Works '^ '°' and Pro ' P'•^^.r prior to Anal con*truCtlon. CONSULTANTS `,�__ _. -� f'�Y• Appillcaftn of any chemical* shall be by Stale Ilcensed personnel. AN pestis ide applications require P C.A reconxnendations l /IRRIGATION CONSULTANT + 1. Any trees wllNn Ave (S) feet of wafts, wake, curb* or other potentially root damaged hard shall be installed with roofoontrol barriers. Prior to backflMing tree(s) planting, contractor shat) have the City Inspect root barrier Installation. LP- 1 * G.L. MOTSHAGEN ASSOCIATES, L 10. No trees shall to planted within three (3) feet of cures. 711 W. 17TH STREET SUITE G-9 - S- AVE. w�liar:w�.w e>w wR l.w tf..a r eau five feet from any drive 11 . AM tt?ew are to be located: len hN Mort+ ar►y street light, pov"•r Po+e, a rMnbrce0 oata•a box; A - COSTA MESA A. 92626 (714) 722 2967 t 1 approach, Are hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean out; and three feet from any PLANNING•DESIGN•LANDSCAPE ARCHITECTURE•ENVIRONMENTAL MANAGEMENT f �it,Y .�A fk•I1Mt. water Miller or sewer rfhe. * N CIVIL ENGINEER. ' fined hal be foAows NEWPORT BEA 926 »:.:� .:::;:<::;::' :.. .....: Grading standards for city maintained areas s as CH, CALIFORNIA 60 t 1 s90 r 1 f sidewalk shall be % (714) 540-4700 ANDREASON ENGINEERING CO. �k MaXlrlxlm slopes Or s ha 8 3 �, civ Maxirrnnn slopes for turf areas shah be 5:1 580 NORTH PARK AVENUE . 1 8331 UTICA AVENUE SUITE 100 # Maxirrxim slopes in ground cover areas located between the sidewalk and curb shall be 4:1 RANCHO CALIFORNIA, CALIFORNIA 91730 ir�Iltx ch► NA 7 4 POMO � 1 ) 983-2232 , CA LIFO R1VIA 91768 � t : . ........ ............ ....... ,:. 1 (7 1 4) e23-�asps LI- 1 ., LANDSCAPE QUANTITIES LP- 1 -- -- O�}CA1�O -L - VINTAGE ' SUMMIT AVENUE C C.� ' LI-2 DESCRIPTION SIZE QUANTITY " `�- LP-2 Q '� DESCRIPTION OF REVISION DATE CITY APP f>rOhRO 12 STREET TREES 5 GALLO+10A00T GUARDS 45 C� M CONTAINER SHRUBS 5 GALLON 251 Gi.l "� r CITY OF RANCHO CUCAMONGA ... O O < : .... .. ........ .. .. .. . .. . .. ........... ... ..... .. .. . .. ....... 7�7......... LANDSCAPE STREETSCAPES :•. GAOUNDCOVER FLATS @ 8" O.C. 3,950 SF. � Z VINTAGE DRIVE & SUMMIT AVENUE TOTAL S.F. CITY MAINTAINED AREA: 3950 SF. TOTAL ACRES CITY MAINTAINED AREA: .92 ACRES V G .........:.:. TR. 13812 . DRIVE VINTAGE V. i. ................. COVER SHEET ......... .......... . .... DESCRIPTION SIZE QUANTITY APPROVED BY GATE yk� t1d Q.. '!� 1ST SUBMITTAL 10/27/89 `p,N0SCgP <.:::::::::. • �.� s. nu �� CITY ENGINEER "FiY P44,6� RCE NO -� STREET TREES 15 GALL011�ROOT GUARD 98 2ND SUBMITTAL 3/8/90 ��� ����� ME�o 9�, h QUO �o� y�� DESIGN RFC11 ENDE :::.:::.. :::::.::: ::::::::.:... .:.:.:.:.:.:.:. F01" CONTAINER SHRUBS 5 GALLON 1140 3RD SUBMITTAL 5/7/90 '` R.E.J.R_EJ DRAWN — _ S n ,u r 3100 BRIS70L ST. S(JITE 100 S k E E r 4TH SUBMITTAL 6/21/90 * a`'• * COSTA MESA, CALIFORNIA 926211 GROUNDCOVER FLATS @ 8" O.C. 55,035 S.F. CITY APPROVALS 7/24/90 \P (714) 540-4700 �— 04, 1-L— .fT Q� rHECKEO NICE NO _ DRAWING NO LANDSCAPE ARCHITECTURAL PLANS FOFCAL1F, R.H. -- --- - TOTAL S.F. CITY MAINTAINED AREA: 55,035 S.F. TOTAL ACRES CITY MAINTAINED AREA: 1.25 ACRES DATE _ _ __ FILE NO PROJECT SHEET NO. OF 1800 PCS Screen Performance *Recommended nozzle/screen combinations to achieve catalog performance CALSENSE MOISTURE SENSOR NOTES at 30 psi STANDARD i SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS U." scs•t0 PC$430^PCs 4Ns .C{Jsa Ks 4" PCs176 PCs.,7• PCs 260 PCs 770 •.1• , J A s a ,2• ,r• 2• ] This project requires one (1) CalSense moisture sensor for every four (4) Cowie, 1 •— 4•c. c...^ , ...b. e�w R.a irrigation valves, e.g., a CalSense model 2000-24 STA requires 6 moisture PF asn ]' r +' i•' sensors. L� ]' .' •' is' Installation or placement of moisture sensors shall be the eoerdinm with the L!a •' • manufacturer. a' o,— ,«,� - r - •' 7' i'o' AUTOMATIC CONTROLLER TO BE A CALSENSE POINT OF CONNECTION TO BE TO EXISTING For installation and purchase information contact: i, �' • ,' - i,o' 2000-12, (12 STATION) IRRIGATION CON- WATER METER, FOLLOWED BY A WILKINS lot „ ,� i„' TROLLER. 110 V. POWER TO BE PROVIDED #500-SERIES, PRESSURE REGULATOR, FOL- Rich Murray - a' BY WATT SOUTHERN CALIFORNIA, WITH A LOWED BY FEBCO #825Y-11” , REDUCED PRES- CalSense ,an - - - �' •' �' a ,,,, _ _ ,• ,, ,p� � „� 24 PC PERMANENT REMOTE CONTROL PIG- SURE TYPE- BACKFLOW PREVENTER, FOLLOWED 2075 Corte vet Nogal, suite J ,air - - a• ,C' �a TAIL AND A TELEPHONE CABLE STUB-OUT BY A CALSENSE #220P-1” FLOW SENSOR, Carlsbad, California 02009 FOR FUTURE MODEM INSIDE. INSTALL IN FOLLOWED BY A HARDIE #703-1}" NORMALLY calx) 431-OS 5 - - "' i A MYERS #MEUG-I-M-285, ELECTRICAL/ OPENED. CONNECT ALL TO THE AUTOMATIC - - - - ,a.r - - - - a ,��. �i CONTROLLER ENCLOSURE. ACT�lAL)LOCATION CONTROLLER. ALL EQUIPMENT SHALL BE IN- s,s • 70 BE AS DIRECTED ON SITE BY THE STALLED PER CALSENSE RECOMMENDATIONS, r - - •' a' ,o' u' r CITY REPRESENTITIVE. ACTUAL LOCATION TO BE AS DIRECTED ON we a"ar w"s"s ... a .2 .e'.,s 2 27.23 isaigSITE BY THE CITY REPRESENTITIVE. ?PST4'.16' - ' r - - - SUMMIT AVE. STANDARD A SMALL RADIUS STREAM PATTERNS — „. Y .. _ QAP ww a' a' a' Tom' s' u i�• , � ,. ., .. ' ., { •..:� '�...- - . ,lar � .,. .. as- , ' aIf-ss It _d logit ��_.1 ! 14 t� �c►a5T II'16 0 • •. ' � •�� � � I'11f11P ( 1 AT I On I 4.8 ' Q ,t W c i�5 ! �� c 2 /`'o c a is s /3 o Q m 1 24 Q \20i 0 S�,I I_4,)r. t,LLL.L s.:L:,�J� Pbc SOLVENT WELD DELL ANO H 4 ITTINGGASKET FITTING' SOCKETED PIP 2' 1 114' 3' - - — L_ r 3 -- __� _ _ g g _ _ , ___s _ __ _ FLANDSCAPED : CONTRACTOR SHALL ADJUST NOZZLES TO FORM TO WIDER OR NARROWER CITY MAINTENANCE CORRIDORS A10 4b23 _ A9 4'732 �: Al 2-75 PIPE SLEEVING SCHEDULE AI 2b.0 AI, 1 7� A12�.5 A� �b'L Is 201 a14 + r� �, ` ALJ - - Nllii - - -- - - — — - Q. Y Kfa - - - -- - __= - --- - -- - - - — - ---- - - cc � ' 4r 2i • 0 DRIVE - — - - - - - -- - -- --�-- - -- -; ---' VINTAGE �_ _ c� �, o , ~ try �1 r ��jY• _ At ?— —— —O >_._� --—�---—— — ry - _ W •••••••••••brr�irrrrrrirrrrrrrrr�.ri�R►w►w�,�r_ 04 60 qk INN CL Is. 09 V U5 000 STIt80l MANUFACTURER DESCRIPTION MODEL NO. FULL HALF QTR. PSI RAO. ` \� �. p`ICY 1� •�� a RAINBIRD POP Up 66412,e6 :PRAY HEAD 112-8 /O/-PRS-PCS-SAM •79 •�� III, RAINSIRD POP UPA-#* %PRAY HEAD 1811-88Q-FLT-PRS-PCS-SAM 30 B' � 1 X * + RAIMIRD POP UP SHRUB STREAM SPRAY HEAD 1812-822-SS-PRS-PCS-SAM 1.70 1.20 .80 25 16' V 0 RAINSIRD POP UP SHRUB STREAM SPRAY HEAD 1812-822-SS-DRS-PCS-SAM 1.50 .75 .37 25 10' V V mini" POP UP SHRUB STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM .65 .25 25 6' 9 RAINBIRD POP UP Si RUB STREAM SPRAY HEAD 1812-822-SS-PRS-PCS-SAM .45 25 3' SCALE. 1 II-301—Ott NORTH O RAINBIRD POP UP SHRUB BUBBLER HEAD 1812-W-�i- -PRS-PCS-SAM .50 25 4' hiDkAULICINFORMATION UbTAINtD FkUM: a RAINIIRD POP UP SHRUB BUBBLER HEAD 1B12•byZ-�•' -CST-PRS-PCS-SAH .50 25 3' CUCAMONGA COUNTY WATER DISTRICT. 15 RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SERIES SIZE PER PLAN (714) 987-2591 , SEPTEMBER 5, 1989 0 RAINBIRD QUICK COUPLER VALVE 33DLRC-3/4" WITH LOCKING COVER MR. RUSSEL SILVA f y C.0 NOTICE TO CONTRACTOR. Q CALSENSE AUTOMATIC CONTROLLER HS-2000-24 IN MEYERS MEUG-I-M-285 ELCETRICAL CONT. ENCLOSURE NOTE' MOISTURE SENSORS SHALL BE LOCATED FINAL F�`I W�.� ,� DESCRIPTION OF REVISION o�T� CITE 0 CONTRACTOR TO VERIFY MATER PRESSURE PRIOR TO STARTING JOB. IF PRESSURE IS NOT 0 P,Q,C WATER METER TO BE PROVIDED BY WATT SOUTHERN CALIFORNIA THE DIRECTION OF THE MANUFACTURER WITH FINAL H.G.L. 1865 FT. �~�K� AS PER PRESSURE CALCULATION5, NOTIFY IRRIGATION CONSULTANT AND CITY BEFORE ® APPROVAL BY THE CITY OF RANCHO CUCAMONGA IN- MAXIMUM DEMAND 48.3 GPM STARTING OF IRRIGATION SYSTEM INSTALLATION. FESCO BACKFLOW PREVENTER 825Y (SIZE PER PLAN) INSTALL PER ALL CODES,REDUCED PRESS. TYPE SPECTOR. CITY OF RANCHO CUCAM ►� NI/CA GATE VALVE T-113 LINE 512E MAXIMUM WATER PRESSURE 156. PSI rzli �p,HUJCgpE, • PRESSURE CALCULATIONS ARE BASED ON PRESSURE INFORMATION RECEIVED FROM CIVIL 9 ENGINEER, NATER DEPARTMENT AND/OR OTHER SOURCES AT TIME OF DESIGN. IRRI- Q CALSENSE FLOW SENSOR 220P-IJ" (INSTALLED BY MANUFACTURER) sATION CONSULTANT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH WIVE BEEN INCORPORATED INTO THESE DOCUMENTS AS A RESULT. ® MdOiF MASTER PRESSURE REG. VALVE q0/02_?=ALQCONNECT TO MASTER VALVE CIRCUIT AT CONTROLLER — AS APPROVED PVC CLASS 315 PRESSURE MAIN LINE FOR PIPE 2` AND LARGER DEPTH TO BE ie" - PLAN - e All IRRIGATION MATERIALS AND EQUIPMENT LISTED IN THE ABOVE LEGEND AND IN THE -+ IRRIGATION IRRIGATION SPECIFICATIONS ARE USED TO DETERMINE THE STANDARD OF QUALITY AND AS APPROVED PVC SCH 40 PRESSURE MIN LINE FOR PIPE 11" AND SMALLER DEPTH TO BE 18" PERFORMANCE REQUIRED FOR THIS PROJECT. ALL MATERIALS AND EQUIPMENT LISTED DEPTH TO BE 12" IV /RAND NAME SHALL BE FOLLOWED BY THE WORDS 'OR APPROVED EQUAL`. THE CITE AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE v AUTHORIZED REPRESENTATIVE SHALL HAVE THE SDLE RESPONSIBILITY IN ACCEPTING OR AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRE UNDER PAVING DEPTH 10 BE 24" i t REJECTING ANY SUBSTITUTED ITEM AS AN APPROVED EQUAL TO EQUIPMENT AND MATERIALS SUMMIT AVE. & VINTAGE DRIVE LISTED ON THE IRRIGATION ORAWINGS AND SPECIFICATIONS. THE HYDRAULIC CALCULAT- DENOTES VALVE STATION NUMBER Q IONS FOP THIS PLAN ARE BASED ON THE SPECIFIC IRRIGATION EQUIPMENT AS NOTED ON LEGEND. - ANY SUBSTITUTIONS OF EQUIPMENT WILL REQUIRE NEW HYDRAULIC CALCULATIONS DENOTES GALLONS PER MINUTE DEMAND OF T CONTRACTOR. ALL CALCULATIONS SHALL BE SUBMITTED TO AND V IZE P.' I"L SIZING NHk ��� A������ AT THE EXPENSE 0 HE DENOTES YALE S NO. 1381? APPROVED BY THE IRRIGATION CONSULTANT AND THE ClW's. AUTHORIZED REPRESENTATIVE. ��� NOTE: AUTOMATIC CONTROLLER TO BE EQUIPPED WITH A RAINMASTER IPC-24 PERMANENT PIG TALI INSTALLED INSIDE 11211 ALL PIPE NOT MARKED TO BE 112'' AT END OF RUNS CONTROLLER CABINET. APPROVED BY DATE MOISTURE SENSORS TO BE INSTALLED BY THE CONTROLLER MANUFACTURER � j » RCE FLOW SENSOR TO BE CONNECTED TO THE AUTOMATIC CONTROLLER PER THE MANUFACTURERS INSTRUCTIONS. 3/4" CITY ENGINEER �� ��� — WATER METER TO BE INSTALLED BY THE CUCAMONGA COUNTY WATER DISTRICT,ARRANGEMENTS FOR INSTALLATION T S H A G E N A S S O C I A T E S , L T D . / TO BE MADE BY THE WATT SOUTHERN CALIFORNIA COMPANY. 1" G • L• O CUCAMONGA COUNTY WATER DISTRICT PHONE NO. (714) 987-2591 DESIGN FtEC,�MMENDEO ALL IRRIGATION INSTALLATION WORK TO BE INSTALLED IN ACCORDANCE TO THE CITY OF RANCHQ CUUCl1MONGA International Irrigation consultant• • Water Inawasewlewt • �Iswwlw� . research IRRIGATION STANDARDS A COPY OF THE RANCHO CUCAMONGA IRRIGATION STANDARDS SHALLL BEE uN TH —}}�- 1; G.L.M. JOB SITE AT ALL TIMEt. O U,4/E �,� —� 1�" 711 West 17th, >itreet . li0i C•w�1•es itreet El OwAww 3100 BRISTOL ST. S(:17E 100 SHEET/« �`'W� � ���� 2" , sulte a-O �a 1O 1i C OST 540-4700 ALiFORNIA 92626 2_ or * REFER TO &4EETS LI-3 & LI-4 FOR IRRIGATION DETAILS, NOTES & LEGEND. IRRIGATION LEGEND Sea � CaliforniaCao 2i „ Costa Mesa, California g2�Z7 ,ea,soaae e►+EC�Eo -- - OwawIREG Fro * REFER TO SHEETS LS-1 8 LS-2 FOR IRRIGATION 8 PLANTING SPECIFICr4T10N.S. (711) 7ZZ-Z1ii7 FAX (711) 722-0647 (s1R) :N-1>141 FIUc 1�1�) Zsa-124 R c E no R.H. DATE — rILE ^a0 - _ _ -- - - - - - - PROJECT SHEET NO. OF - AUTOMATIC CONTRULLER TO BE A CALSENSE 2000-24 (24 STATION) IRRIGATION CON- TROLLER. 110 V. POWER TO BE PROVIDED BY WATT SOUTHERN CALIFORINA, WITH A 24 PC PERMANENT REMOTE CONTROL PIG- TAIL AND A TELEPHONE CABLE STUB-OUT FOR FUTURE MODEM INSIDE. INSTALL IN A MYERS #MEUG-I-M-285, ELECTRICAL/ CONTROLLER ENCLOSURE. ACTUAL LOCATION N.117A7 TO BE AS DIRECTED ON SITE BY THE PRESSURE CALCULATIONS A CITY REPRESENTITIYE A2 �fCJ,3 / � IyI WATER METER I , SIZE / `� \*V/ ELEVATION /Sc —_. - A d 3a / Ab 27/2 lCo. A 17 RE140TE CONTROL VALVE '• /O SIZE _ 4 M11Mr DEMAMO 4&I G.P.M. 4 CIO ELEVATION �/��, 9. / A 18 \ _ MESSUAE • R.C.V. it M _LLL_ WATER PETER 4.2_ �I _ _ .- _ _ - 7�• •�1 A.P. ILACKFLOW DEVICE GTE VALVE NESTER rKYE � • �--��• ��` 2 PRESS. R[c. Q O 40 \IJt •• ••• _ �[ 7G?' MIN LINE Loss ••• h �•1 • -' VINTAGE DRIVE ILC REMOTE COIRROI rKVF / � � N LARVAL LINE �^\ O(J� O, �_-_►_ PITTINGS LOSS (101) ( •` , ELEVATION COME ` - 40144 TOTAL SYSTEM LOSSES •�, � �� +rA ,� �-.� � � ~• • PRESSURE REWIRED AT MEAD: :�./• /_/ / ~Q —� ` _ CALSBt4Sti MOISTURE SENSOR Nl)'1'SS ZZ_L 2 _ "1�~ TOTAL ►REssI1RE REQIIR[S: �, ^ N E! V�� ?i _ STATIC MESSURE AVAILABLE: I _ �� �+ - t„• REE. PRESSURE AVAILABLE (►RE-SET) . , ^ - .• - :t:}:t.:5,.,• Rr L,rw., wnA .Rr s1wE: L'7 - - r •••••••�• .. .:'• ;:.' L/ A This project requires one (1) Calsenae moisture s,�:,,ljr for every four (4) irrigation valves, e.g., a CalSense model 2000-24 SIA requires 6 moisture C PREUMREONSSTF9: is-Lo Psi _ r� _ �• ••• ••• ••• ••• ••• • sensors. Be _ w _ Inat"tion or placement of moisture sensors shall i,e the eeor4ilre4* w;,A, the manufacturer. For installation and purchase information contact: i 1Z" as ? ab 4>3 � PRESSURE CALCULAl1ONSfi .' WATER ALTER I 2 SIZE // U 1 �•� �� Hich Murray -- — - -- - -- -� r CalSense 1 / w, G. L. _ _ � 1 Carlsbad161 2075 LeDel Califor California 92UU9 J 1 (619) 430-0525 ELEVATION •• GRI , .A„ • P.S.1. 1 4�3 S AUTOMATIC CONTROLLER TO BE A CALSENSE u 2000-24 (24 STATION) IRRIGATION CON- - 110 V. POWER TO BE PROVIDED y �2 REMOTE CONTROL VALVE � $I LE _ � . ON 11400 Sf,NNO (Z S.P.”' BY WATT SOUTHERN CALIFORNIA, WITH A "`rA"°" 24 PC PERMANENT REMOTE CONTROL PIG- 7- PRE SSURE • R.C.V. /Z3 P.S.I. TAIL AND A TELEPHONE CABLE STUB-OUT y S'�` ''-5`= FOR FUTURE MODEM INSIDE. INSTALL IN - WATER "TER M A MYERS #MEUG-I-M-285, sve•ol MANUFACTURER DESCRIPTION MODEL N0. FULL HALF QTR. PSI RAD. POINT OF CONi�ECTION TO BE TO EXISTING ELECTRICAL/ a RAINSIRD POP UP ML+44� SPRAY HEAD IlVt-B-�' PRS-PCS-SAM 30 /0 -_ R.P. •ACRfLOW DEVICE CONTROLLER ENCLOSURE. ACTUAL LOCATION , ♦ RAINSIRD POP UP•881a•6PMY MEAD lW-88Q-FLT-PRS-PCS-SAM 3f 30 8' - 2 RATE VALVE LQ1}" WATER METER, METER TO BE FURNISHED \ , NOTE: CONTRACTOR SHALL ADJUST NOZZLES TO BY CONTRACTOR. FOLLOWED BY A WILKINS TO BE AS DIRECTED ON SITE BY THE � � •x W i RAIwIRD POP LP SIMV/ STREAM SPRAY HEAD III 2-622-SS-PRS-PCS-SAN 1.10 1.10 .eD 25 16' OSTENVALVE CITY REPRESENTITIVE. CONFORM TO WIDER OR NARROWER CITY V v RAIMIRD POP UP SHRUB STREAM SPRAY HEAD 1812-822-SS-PRS-PCS-SMI 1.50 .75 .37 25 10' j M•,S. RE•, r�--� #500-SERIES, PRESSURE REGULATOR, FOL- LANDSCAPED MAINTENANCE CORRIDORS V V RAINrIND POP UP SOW STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM .65 .25 25 6' � MAIN LINE LOSS #825Y-2" , REDUCED PRES- � RElEOTE CONTROL rurc ` SURE TYPE BACKFLOW PREVEN'TER, FOLLOWED v RAIISIRD POP UP SHRUB STREAM SPRAY HEAD 1812-822-SS-PRS-PCS-SAM .45 25 ' 3' BY FEBCO - LATENAL LINE BY A CALSENSE #220P-1#" FLOW SENSOR - o RAINBIRD POP UP SHRUB BUBBLER HEAD 1812-�-s�j PRS-PCS-SAM 50 25 4' FinING$ LOSS (101) �. FOLLOWED BY HARDIE #703-2" NORMALLY • RAINBIRD POP UP SHRUB BUBBLER HEAD 1612-Set-11fb -CST-PRS-PCS-:.AM .50 25 3' ELEVATION CMM ��•_�_ OPENED. CONNECT ALL EQUIPMENT TO THE RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SERIES SIZE PER PLAS TOTAL SYSTEM LOSSES AUTOMATIC CONTROLLER, ALL EQUIPMENT 0 RAIwIRD QUICK COUPLER VALVE 33DLRC-3/4" WITH LOCKING COVER PRESSURE REQUIRER AT MEAD: SHALL BE INSTALLED PER CALSENSE REG- - Q CALSENSE AUTOMATIC CONTROLLER HS-2000-24 IN MEYERS MEUG-I-M-Lai ELCETRICAL CONT. ENCLOSURE TOTAL PRESSURE REQUIRES: 73, COMENDATIONS, ACTUAL LOCATION TO BE P.O.0 WATER METER TO BE PROVIDED BY WATT SOUTHERN CALIFORNIA STATIC PRESSURE AVAILABLE: AS DIRECTED ON SITE BY THE CITY NOTE: CONTRACTOR TO COORDINATE CONTROLLER NOTE: THIS IRRIGATION SYSTEM IS BASED FEBCO BACKFLOW PREVENTER 825Y (SIZE PER PLAN) INSTALL PLR ALL CODES,REDUCED PRESS. TYPE NEE. PRESSEME AVAILABLE (M-UT): P N E. PROGRAMMING WITH A CAL SENSE REPRESENTITIVE UPON A MINIMUM OF 3" WATER PER WEEK ►� NIBCO GTE VALVE T-113 LINE SIZE RESIDUA` WATER MISSION[: -- AND A STAFF MEMBER OF THE CITY MAINTENACE APPLIED BETWEEN THE HOURS OF 9 PM O CALSENSE FLOW SENSOR 220P-li*" (INSTALLED BY MANUFACIJRER) CITr RESIOUAL WATER DEPARTMENT. AND 5 AM / 6 DAYS PER WEEK. S , W/O MASTER PRESSURE REG. VALVE a',V.Z�,ypCOMECT TO MISTER VALVE CIRCUIT AT CON;ROLLER PRE Sol ugmsnS: is-to PSI J — AS APPROVED PVC CLASS 315 PRESSURE MAIN LINE FOR PIPE 2' AND LARGER DEPTH"TO BE 18" Q W NOTE: WATER METERS TO BE INSTALLED ON — As APPROVED PVC SCH 40 PRESSURE MAIN LIME FOR PIPE 1;" AND SMALLER DEPTH TO BE 18" AS APPROVED PVC SCH 40 NOM PRESSURE LATERAL LINE DEPTH TO BE 12" THE HIGH PRESSURE MAIN LINE,H.G.L. - 1865' ___= AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRE UNDER PAVING DEPTH TO BE 24" 1 ,`, DENOTES VALVE STATION NUMBER 1800 PCS Screen Performance, Z W DENOTES GALLONS PER MINUTE DEMAND tRecommended nozzle/screen combinations to achieve catalog performance W DENOTES VALVE SIZE at 30 psi. Q NOTE: AUTOMATIC CONTROLLER TO BE EQUIPPED WITH A RAINMASTER IPC-24 PERMANENT FIG TAIL INSTALLED INSIDE �/ CONTROLLER CABINET. STANDARD 4 SMALL RADIUS SPRAY PATTERNS AND UMBRELLA BUBBLERS J 1h�O` MOISTURE SENSORS TO BE INSTALLED BY THE CONTROLLER MANUFACTURER T O 0 . FLOW SENSOR TO BE CONNECTED TO THE AUTOMATIC CONTROLLER PER THE MANUITA, 1JkLRS INSTRUCTIONS. r.{w 1►C•1{{rC{wER•� rc•a•• rt{aw rC•a•{ i roF,Ri ro•,rR rc•Rw rosa,� ��I' � MATER METER TO BE INSTALLED BY THE CUCAMDNGA COUNTY WATER DISTRICT,ARRkhGEMENTS FOR INSTALLATION /yy TO BE MADE BY THE WATT SOUTHERN CALIFORNIA COMPANY. ,„ ,�. I . ,r a ' A21 %/•/, / • O•Er � uo.� S�,,w i a..N. wn WM,R f a.{-n i .«a. 1 N,w i R•{ V 1 / • CUCAMONGA COUNTY WATER DISTRICT PHONE NO. (714) 967-2591 •`—r ` '' T'. '' •' ;•' v ALL IRRIGATION INSTALLATION WORK TO BE INSTALLED IN ACCORDANCE TO TH It OF AN H C MONGA w • • ;• . •• •• • • •• •• •• • • •• •• • •• w w w �• IRRIGATION STANDARDS A CONY OF THE RANCHO CUCAMOMGA IRRIGATION STAN A4 S SHAL 8 N 4 ST 6, /-A 'Cv' JOB SITE AT ALL TIME. w w w w w w w w • V 10���� O k�i/G,r+W�.� 1 'i1/L, / j�� j�j, LJi✓� S/l� ION - - ' 1' /' , ;IO W �A - G �' IRRIGATION LEGEND INTO 7— 0 ,rrr - .' {' •' ;':' m /fie A4 �f(O,DL/ ijN n A� A I i' �Ir VINTAGE DRIVE 1 ,' .' .' „' i ,1 11 ' - - - i s `� B4 35 .Zb 63 35•Zb 14 ¢ /B2 X S4. 1 '." �� • + #'2e' 2's r�^ PAZ"( F/ll IL _ vJ uT • •' a' n' :•.•:•:?•:•::•. SR w INa - •u{ {"Sew 1,. •.n .'•.' ,2'.,2' ,{.4 2].2J •.;:•.•: •: -. ::::: _ . O F i Al STANDARD SMALL RADIUS STREAM PATTERNS0114 ,,. �• 1 n�►� "=301.011 NORTH SCALE: 1 00 , • • 40 12 _J • ,1�' `y �� DESCRIPTION OF REVISION DATE A CITY NI 0 • HYDROLIC INFURMATION OBTAINED FROM: Q ~ • , 11 • CUCAMONGA COUNTY WATER DISTINCT. (714) 987-2591 , SEPTEMBER 5, 1989 CITY OF RANCHO CMON" NOTICE TO CONTRACTOR: MR. RUSSEL SILVA • CONTRACTOR TO VERIFY WATER PRESSURE PRIOR TO STARTING JOB. IF PRESSURE IS NOT AS PER PRESSURE CALCULATIONS, NOTIFY IRRIGATION CONSL!TANT AN Gtr BEFORE STARTING OF IRRIGATION SYSTEM INSTALLATION. H.G.L . 1865 F I . IRRIGATION PLAN MAXIMUM DEMAND 48.3 GPM NOSE: MOISTURE SENSOR SHAD BE LOCATED UNDER • PRESSURE CALCULATIONS ARE BASED ON PRESSURE INFORMATION RECEIVED FROM CIVIL SCH 40 PVC SLEEVE SlZESUSNG THE DIRECTION OF THE MANUFACTURER WITH FINAL ENGINEER, WATER DEPARTMENT AND/DR DINER LE FOR AT TIME DF DESIGN. IS WH MAXIMUM WATER PRESSURE 156. PSI APPROVAL BY THE CITY OF RANCHO CUCAMONGA IN- GAT ION CONSULTANT SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH PVC SOLVENT WELD BELL AND • HI1YE SEEM INCORPORATED INTO TMESE DOCUMENTS AS A BESULT. 1,11E SIZE H.4 INGASKET IT71N T PIP SPECTOR. V�IITAGE DRIVE •ALL IRRIGATION MATERIALS AND EQUIPMENT LISTED IN THE ABOVE LEGEND AND IN THE I --2 IRR IGATION SPECIFICATIONS ARE USED TO DETERMINE THE STANDARD OF QUALITY AND PERFORNAIICE REQUIRED FOR THIS PROJECT. ALL MATERIALS AND EQUIPMENT LISTED BY BRAND NAME SHALL BE FOLLOWED BY THE WORDS OR APPROVED EQUAL THE crTY 1 '1_ J 1 . 1 Lu 1 �K AUTHORIZED REPRESENTATIVE SHALL HAVE THE SOLE RESPONSIBILITY IN ACCEPTING OR Zug- ------- - - ----21i2 _"- -".-_ T RX, �• I I REJECTING ANY SUBSTITUTED ITEM AS AN APPROVED EQUAL TO EQUIPMENT AND MATERIAtS 1� " ALL PIPE �iUI MARKL� I :_I �E i +T tidD LI Ruh�� JJ LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS. TIME HYDRAULIC CALCULAT- IONS APPROVED 6Y / DATE �7 IONS FOR THIS PLAN ARE BASED ON THE SPECIFIC IRRIGATION EQUIPMENT AS NOTED ON _ LEGEND. 9tLY SUBSTITUTIONS OF EQUIPMENT WILL REQUIRE NEW WYDRAULIC CALCULATIONS — �— 3/4" CITY ENGINEER Y �'`'� RCE NO. 21017 AT THE D BY THE I THE CONTRACTOR. ALL CALCULATIONS SMALL BE SUBMITTED TO AND 4-_- _ —s 4- APPROVED N L. M O T S H A G E N ASSOCIATES , LTD . APP0.0YED BY THE IRRIGATION CONSULTANT AND THE GTr•B WTN01112E0 REPRESENTATIVE. I,I 21/2• � �._ y -- i. � DEt►GN - IIECc� IrIE DED 1; " International irrigation consultants • water management • pleasing • research - --�- ml\ C �—g' - _ -- G.L.M. 1"s ce"re" street DRAwR1 ' 3100 711 West 17th. street . ,`` '' � COSTABMESA, CALIFORNlAI00 92626 S►4EE T —� 2" s1111. o-e • = s4�1�. 1:e (714) 540 4700 3 or * REFER TO ShIEETS LI-3 8 L!-4 FOR IRRIGATION DETAILS, NOTES & LEGEND. a. Costa wsa, Cautornla 92627 NO,L•MM saw �N• C{W18MPFela 921 10 - * REFER TO SHEETS LS-1 & LS-2 FOR IRRIGATION & PLANTW G SPECIFICATIONS. PIPE SLEEVING SCHEDULE $— 2 c»E c N E o DR I y c AMo (714) 71�-2es7 FAX (T 14) 722-O�eT (51e) !fi-141 i�X le/N !�i-124• k C E n0 MMO.NMR.H. DATE - - RILE NC PROJECT SHEET NO. ' OF ` �1I IOL /C.L C Itl 'IMIMTION ACV. 14II114U w HLO N TI $111111111411.11 • AMIE PIPE 10 MIEYERS S►ECIiIsf I1"ll VITA N• cut NLUG-I-M/WMCLONURE RAIN :11077 OLRC WITH YELLOW STRUCTU1t Ot ICN 46 PK NkE AW1M ELECTRIC METER AUIB[R CAP SUPPLY 009 KEY MAtDSCAFING Scx PW M M� COLOR COOED MAP FOR VALVE PER l2 QCV'S INCLUDING Moil LOCATION INSIDE (PER. SPEC'$.) sWiV[Lf• IRA/S NtMU I �" WALL MeuN CONTIULL[1- FINISM GRADE INSTALL IN Ih I II PLANTER lE0 ONLY ll" MA.iw. 1' IM LAW MEAS L———J 120 VOLT WI RI IN RIGID STEEL 'w�11Cl�tfl Yk�ECT011>; I l• � I CCITNOWT I(rtR LOCATHIN L CODE) I• lM PLANT I[K 4 ' CLEAN BACKFILL - SEE SPECS. FOR f�yl OAK oM-or► sWtrcM AND Ito vol► = MATERIAL. ILL COSEE SPEC REQUIRED ELTtRtOR cXltLcr TO a rRovIDBDBT _ I CONTIIACTOR. N I 00 I Be {I I SCMLOCK DOT►VC CONDUIT ETAIOLA$& STEEL IMI (MiD. 21' fail L J GONION VIRE/CONT ROL WIRES IM )" ►16 TAIL . 2PNSION ► NI N B" I 2' E 3' X A" CONLRETE FOOTING IRASS NIPPLE SCREW CLAMP _ SMS$ TO• ILL HINIMIMI (3) ►LACKS NON-PRESSURE LATERAL LIME: SISI. 40 BRA 90• STttIT ILL , s1 GRANS ANO SLOPE TOP TO DRAIN BRA3f MIP►Lt - ♦" LONG PA tKMR STAKE r MASS[ 4 MIN. — LNiTALL A MINIMUM Or ) AIOVK IALV[ N/1111ON k 4 „ AT A MIMIMUN OF 2% SHAKE PIPE IN TRENCH ! I1A33 90 STL19T ELL (21" LONG) , + it _ ( I� I� I�1 ci xn MASS HIPPIE CN I _ UP 12 DIRECT LURIAL WIRING TO i TR PRESSURE SUPPLY LINE: SCM. 4O/CL.31S t U AMGT[ 1 t" VALVES: AND TATE EYAT rl� — 3/4. WASHED CRUSHED SNAKE PIPE IN TRENCH a n. D.C.c. INS 1NSlALL MITXIM MAIN KI I I SEM so MPC RIPPLE t T KIM[ TRENCH. ttPtO OKTA I L M0. — T a--CON110L i COON NINES NOT S: PROVIDE 2' OF CLEAN BACKFILL �I 1. INSTALL CONTROLLER PER MPG, PRINTED INSTRUCTIONS AND PER LUTA, WOES 12' TYPICAL — LOCATION TO BE APPROVED (N FIELD BY TXK LANDSCAPE ARCHITECT rNIOR TOCONSTRUCSIO+ CONTROL WIRES - BUNDLE AND TAPE SCH 40 PV( $Alit EEE PRESSURE SUPPLY LINE FINISH: 2 COATS AwfullmAll"MBEMI GLOSS INAM[LCOLOR9iR1aTY AT IS• O.C. AND INSTALL ADJACENT FttSSURK SUPPLY 2. COMMON WIK TO It wETI AIN CONTROL WIRE TO BE 010 IN COLOR s IIT 3. MO SPLICES $MALL 1t MADK 19MEN CONTIOLL91 AND REMOTE CONTMul VALVE. TO PRESSURE SUPPLY LINE LIME PITTING 1. CONTROL WIRING $EQWKNCI CORRLSPONDI TO OP IATIMG 3►QUENCE OF kEMOTE CONTROL - FRESSURK SUPPLY LIME I. INSTALL CONTiOL VALVES A MiN1M1/I OF 12' FROM STRUCTURES OR HAAISCArIIK. VALVES AMD AUTOMATIC SP21MML90 CONTROL, LIMIT STATION COMMECTILN SEQUENCE. 2, IMST►LL SkINES 11 PLANT BIIB VNfjjV[A POSSIBLE NEXT i$ SIIEWALII. SEQUENCE SMBIPM AN KTAIL 16 PON KPSKKA ONLY - ABC IRRIGATIUN PLAN FOR 3. PLKI VALIE pE M lWlT ANSA$ TO ST"TUNES a MMBICAIIFA. CORNKCT VALVE 1EQUt11Ct. S. RUM 009 LITRA VIRE (COLOR: URANCE) TO PARTMLST ICV - FOR FUTURE USE. A. ►LKI AMGATE PRIM TO INSTALLATION K VALVE IDI. S. ATTACH '001jrT' VALVI IIENTIFICAfIM TAS WITH 0000Il1i[ CONTIILLEI AMO VALVE NIA(R , i$ UNINSE VIM. MANUFACTURERS' PM MO (217) 72/-04lO I F TRENCHING DETAIL QUICK COUPLER REMOTE CONTROL VALVE A AUTOMATIC CONTROLLER C . 1. LOCATE MEAD R" FROM WALKS, CLASS, MARDSCAPING, HOW STR[P, MEADER $CUIRD, AND EDGE OF LAW. -SLIP BASE SOCKET OVER END OF WIRES ` I. LOCATE HEAD 12" FROM ALL STRUCTURES. 1. (OUTPM(MT TO K INSTAII(D Ai A MINI" Of 21' FROM ANY STIVCTIAES OR NAPJSCU IN . 2. All ABOVE UOt/10 ASSEMBLY SHAH 1[CIIV( (2) COAT$ 0/ AID PRIMER AND (1) CJAi STEP 1 3. USE TEFLON TAPE ON ALL PALE THREADS. LIT(R la ENAMEL - COLON AS SILEC TED IT CITY LSTRI► WIAES AP►ROK. S/1- FROM ENDS-TWIST TOGETtiER ). WHEN UNIT OPEN It NOMsSNVCTlKIT TUEASIBE�TUE( (II. WYE' IUIlOING, ETC.) MOUNT TESi COCKS OR APPLY SEALER TO OUTSIDE OF SEALING PLUG4 1LL CAVITY WITH SEALER I BRAD�»<AA��rAIvE wt 1 cJrER i MAA.ro •PAcssulc RccuLA,a• STET j POP-UP TURF 0.07011 M lM CLLNE SIZED ANE EE VS'ZED ALVE BRASS i - --SACKiIOW ►1[VEN101 A;SEHIIr `��t 1" IN SOD FINISH GRADE 1" IN SEED FIMISM MAO( i BRASS NIPPLE TYIIC�I 1/) PLACES �►UT CRIMP SLEEVE 0,ER WIRE EROS-CRIMP SLEEVE IHSS 90* IL l - TY P:,A, (2) PLACES AND CUT OFF EXCESS WIRE ��� I •` __.' BRASS MI/PIC ►Ulf BASE SOCKET OVER ENO AS FAR AS POSSiB1LE STEP l IIS I,, I - '-•---•-------- I I IRASS WY( STRAINER WITH 10 MESH �IUSM SEAT iMG ►LUG INTO BASE SOCKET I i - 13KASS JNIO IOMEL SCREEN s O"THICK . 12' vIDE CONCRETE PAD ►USM WIRES TO ENO OF SASE SOCKET TO ASSURE -PIPE FROM METER PRESSURE 41"A704 i (IEMGTN VARIES ►EI M.ANUNACT UREA) COMPLETE SEALING OF CONAECTIOH FIFE TO tAMKFLOW l FLOP[ TO DRAIN Al MIMIMUN 21 SPEP . F.!! FROM WATER SOURCE FiNISH GRADE RDW-, r RAt.jIR0 SNAP-TITE WIRE CCNME=TOR MARLEX 90• STREET ELL SCH 90 PVC NIPPLE Y M e"'� (MINI" 4" LONG)SCH B0 PVC NIPPLEWIRE CONNECTOR TYPICAL (2, ►LACES SCH 40 ►VC TAT 90• Ell3 v%+:..�L': Alt. : ` SS NI►Flt it►1CAL ) ►LACE'.11'x12' CDMUETEMY. COMPACTIONIUSTHOCKS - iETECu3//• vASN[J CAUSMEO AGW[WTE a 1(QUTA(D ) PLACES rst — 6 — SCN 10 PYC HALE ADAPTORS NOTE: ANTI-DRAIN VALVE AS REQUIRED 1. PIGTAIL AND LOOP CONTROL MIRE AT 900 CHANGES IN DIRECTION. I �� c ir►IUL (2) PLACES MARIEX 90' STREET Ell u b LiNE TO SYSTEMS NOM-PRESSURE LATERAL LINE 1 FiTTINf, L .Y�. BRASS 90' ELL • TYPICAL (2) PLACES J � i WIRE CONNECTOR DETAIL J POP-UP TURF ROTOR PRESSURE REGULATOR VALVE BACKFLOW PREVENTOR G D B CA4YaLVE a0x s COVER �~� 401 MARK-ED Y" FLS BOX FTE" "CHRISTY" FLS BOX B FL80 LID (OR EQUAL) l/2" ABOVE FINISH GRADE A LAWN 4R EAJ MI POPSHRUBGRADE 3" IN PLANT BEDS FINISH GRADE MEAD # t MARDSCAPING FINISH lSM GRADE hal — .V. _. _ i SIV r'fE OF C AOF�� :.Y..l I II ==Ai I, WITH BRONZE HANDWHEEL CLEAN BACKFILL - SEE SPECS. FOR = II BRASS GATE VALVE I 1! 111111 s MATERIAL, 90% COMPKTIOM REQUIRED :,, NON-PRESSURE LATERAL N - LINE S f ITT lNG _ SAND II1 _ DESCRIPTION OF REVISION CITY —MARIEI 90• STREET = i1Nl •�� : - 2 OATS A►'ROVED NON-PRESSURE LATERAL LINE SLEEVE S12E TWICE DIAMETER Of MON-PRESSURE ELL "'b 'FAU ''.� 3/4" WASHED CRUSHED : .` o:,o e'! '.4 UI AGGREGATE BASE LATERAL LINE CITY OF RANCHO CUCAMONGA Ii CONTROL WIRE SLEEVE - SiZE PER PLAN + III II INSTALL ADJACENT TO PRESSUNE SUPPLY LINE SCH 40 PVC MALE ADAPTORS VIII IL III I II SCN 40 IVC 90• STREET Ell. _ PRESSURE SUPPLY LINE SLEEVE - SiZE IRRIGATION DETAILS TWICE DIAMETER OF PRESSURE SUPPLY NARIEri 90•-STREET Ell NOTE: 6• TYPIC! LINE SCH BO WC NIPPLE - TYPICAL (2) PLACES 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. NOTE: NOTE: ANTI-DRAIN VALVE AS REQUIRED 1. ALL SLEEVES TO BE SCH 40 PVC. 1. LOCATE MEAD t• FROM WLIP:S, CUR11, NMOSCA1lNG, NOW STRIP, HEADER BOARD, AND TRACT NG. 13812 2. EXTEND All SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH EEDGE Of LAWN. APPROVED BY DATEENDS. CITY ENGINEER Y �r RCE NO. B[ 7 1. LOCATE STREAM SPRAYS 6' FROM All STRUCTURES, AND SPRAY HEADS 12• FROM ALL STRUCTURES IM $MAUI MEAS BUT 6• FROM All STRUCTURES IM GROUND COVER AREAS. Df SIGN ro" REC��MAAENDEG 3. USE TEFl0l1 TAPE ON All MATE THREADS. G.L.M. ACT' DRAWN 3100 BRISTOL ST. SbITE 100 SHE[ T COSTHI-POP SHRUB SPRAY GATE VALVE (714) AW-47SA, CALIFORNIA 92626 (71�) 540-4700 4_ OF _11 TYPICAL SLEEVING E --NECKED $4CE NO _ - DRAWING NO K H41, R.H.RHDATE .E tic PROJECT SHEET NO. OF , /' SYMBOL MANUFACTURER DESCRIPTION MODEL NO. FULL HALF QTR. PSI RAD. ■ RAINBIRD POP UP 'no�5.S SPRAY HEAD lel-B/D� -PRS-PCS-SAM 1S7 3' 30 /O 1. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED m RAINBIRD POP UP6PRAY HEAD 18A? 88Q-FLT-PRS-PCS-SAM 30 8 AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE ' INSTALLED WITHIN PLANTING AREAS AS NECESSARY. X * T RAINBIRD POP UP SHRUB STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM 1.70 1.20 .80 25 16' 2. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS V V RAINBIRD POP UP SHRUB STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM 1.50 .75 .37 25 10' WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS V V RAINBIRD POP UP SHRUB STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM .65 .25 25 6' EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE V RAINBIRD POP UP SHRUB STREAM SPRAY HEAD 1812-B22-SS-PRS-PCS-SAM .45 25 3' _ PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE e11Y AUTHORIZED REPRESENTATIVES PRIOR O RAINBIRD POP UP SHRUB BUBBLER HEAD 1812-I9W_6t,_ -PRS-PCS-SAM .50 25 4' —_ TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME 0 RAINBIRD POP UP SHRUB BUBBLER HEAD -CST-PRS-PCS-SAM .50 25 3' ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY -- BY THE OWNER. RAINBIRD REMOTE CONTROL VALVE EFA-CP-PRS SERIES SIZE PER PLAN -- 0 RAINBIRD QUICK COUPLER VALVE 33DLRC-3/4" WITH LOCKING COVER/SZ��G-F O.G. CONN'SNAP- I CONNECTORS ELECTRICAL 3. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS AND Q SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY CALSENSE AUTOMATIC CONTROLLER HS-2000-24 IN MEYERS MEUG-I-M-285 ELCETRICAL CONT. ENCLOSURE E S WITH ALL LOCAL CITY REQUIREMENTS FOR BOTH P.O.0 WATER METER TO BE PROVIDED BY WATT SOUTHERN CALIFORNIA — / COMMI❑N WIRE— \ - VALVES � �— - F1n1SH GRADE EQUIPMENT AND INSTALLATION. ® FEBCO BACKFLOW PREVENTER 825Y(WSIZE PER PLAN) INSTALL PER ALL CODES.REDUCED PRESS. TYPE sH GATE VALVE T-113 LINE SIZE CO / = COIN WIRE SENSOR 4. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE NIB / AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM O CALSENSE FLOW SENSOR 220P-1}" (INSTALLED BY6 4W, CONTRDIL CONTROL— • DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER ® q��Y� MASTER PRESSURE REG. VALVE liow-:N a/otONNECT TO MASTER VALVE CIRCUIT AT CONTROLLED G1A� O WIfiES VALVE CMTKIL WIiIE HURT WITHIN PRESSURE ON THE SITE PRIOR TO THE START OF INSTALLATION. --- AS APPROVED PVC CLASS 315 PRESSURE MAIN LINE FOR PIPE 2" AND LARGER DEPTH TO BE 18" CALSENSE ROOT SYSTEM S. THE ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW --- AS APPROVED PVC SCH 40 PRESSURE MAIN LINE FOR PIPE 14" AND SMALLER DEPTH TO BE 18" PREVENTOR AND THE AUTOMATIC CONTROLLER I3 TO BE AS APPROVED PVC SCH 40 NON PRESSURE LATERAL LINE DEPTH TO BE 12" \ ANY Lt fiWIR DETERMINED IN THE FIELD BY THE C_ -y JLUTHORIZED =__= AS APPROVED PVC SCH 40 SLEEVE FOR PIPE AND WIRE UNDER PAVING DEPTH TO BE 24" WATER FLOW IN 14 AWG WIRE REPRESENTATIVE AND THE LANDSCApPE ARCHITECT. TO SENSOR DENOTES VALVE STATION NUMBER 6. 110- V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY O DENOTES GALLONS PER MINUTE DEMAND Q Q M THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION DENOTES VALVE SIZE CONTRACTOR TO BE RESPONSIBLE FOR FINAL CONNECTION TORAINMASTER IPC-24 PERMANENT PIG TAIM � EQUIPMENT. NOTE: AUTOMATIC CONTROLLER TO BE EQUIPPED WITH A L 'S WATER "Ub DKr 4eV_ � �A�1 /�Y 1�GL�r�af11� ',q! C�c/ Af1� 1/k.1� �' �(/� METER 7. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE MOISTURE SENSORS TO BE IgSTALLEDAWHE CONTROLLER MANUFACTURER SOLID COPPER OF * t2DIRECT BURIAL TYPE. USE 06O INSULATED FLOW SENSOR TO BE CONNECTED YO THE ANTOMATIB CONTROLLER PER THE MAOIUFACTUFMRS INStRUCTION'S. �,D �L-�4AJ'7 WIRE FOR PILOT AND WHITE FOR COMMON. INSTALL N A COMMON WATER METER TO BE INSTALLED BY THE CUCAMONGA COUNTY WATER DISTRICT,ARRANGEMENT3 FOR INSTALLATION j �" ' It? TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. TO BE MADE BY THE WATT SOUTHERN CALIFORNIA COMPANY. ���- �_��, 14 BUNDLE AND TAPE TO PIPE AT 10 FT. INTERVALS. CUCAMONGA COUNTY WATER DISTRICT PHONE NO. (714) 987-2591ALL IIT ff RR /Ol'?rNQ �'� IRRIGATIONTION STTANDARDSLLATION COPY OFKTO BE THE RANCHOTCUCAMONGAAIRRIG TIONTSTANDAROSYSHALLAN�HQNCy�?MONGA 9. PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE JOB SITE AT ALL TIME. B uu PIPE AND 12" MIN. COVER OVER ALL NON-PRESSURE LATERAL LINE. 0 wig 6e,9/6j,4JAAE `' E ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN A PVC SCH 40 SLEEVE WITH DI STALLPER DETAIL. COVER. SLEEVE OCATIONS TO BE AS SHOWN ON PLANS ANIRRIGATION' LEGEND C WIR ING INSTALLATION MOISTUR E SENSOR A A E N CF) 9 ALL QUICK COUPLER VALVES L ES A RE TO BE STALLED IN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN 600446 AREAS SHALL BE INSTALLED IN A G#*eyNY 404r,QVrE VACW IQ`M F *��L'E' '�)H r 4 &M Veo-" V GtF I�sc 1.AP uJ/ 10CLA- 24 AAI I 10. AUA- 11. CONTRACTOR TO INSTALL AN APPROVED ANTI-DRAINAGE DEVICE FOR ALL LOW HEADS TO PREVENT LOW HEAD DRAINAGE AND POSSIBLE SOIL EROSION. 12. ALL SPRAY HEADS ADJACENT TO SIDEWALKS, CURBS, DRIVEWAYS OR 1' In TURF AREA OTHER HARDSCAPE SURFACES SHALL BE INSTALLED ON AN APPROPRIATE POP-UP BODY AS SPECIFIED ON THE LEGEND AND SET vow .,c�►(�('IRI�VAL XX 2' [N SHRUB AREAS WITH 2-6' EXTENSIONS M'1D FLUSH WITH THE FINISH GRADE. CALSENSE MOISTURE SENSOR NOTES LOCKING COVER. )fv AME FINISH GRADE EQUAL. 13. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE LIF DEGREE OF RADIUS FOR THE AREA TO BE COVERED. ADJUST ALL =o 1 ----- EXTENSION NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND This project requires one (1) CalSense moisture sensor for every four (4) WATER-PROOF HARDSCAPE. ADJUST ALL VALVES FLOW CONTROLS TO PROVIDE SCH.40 PVC SLEEVE S¢ES USWO: COM ECTIOMS - JUMBO BOK OPTIMUM PERFORMANCE. irrigation valves, e.g. , a CalSense model 2000-24 STA requires 6 moisture — PVC SOLVENT WELD DELL AND PiPF 117F H,40 FITTINQ$ A K T FITTINGS_ K PIPE sensors. S PIPE — 14. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE KA ETERS pEp � 10 PIPE DIAMETERS COORDINATION OF ON-SITE INSPECTIONS WITH -W 01 I1-- TO BE SCHEDULED AT THE FOLLOWING Installation or placement of moisture censors shall be the coordinate w'i+h the ----- FLOW STAGES OF INSTALLATION: manufacturer. = I I I 21I (,I \� —� MAINLINE o INITIAL PRE-JOB MEETING WITH THE Crty AND LANDSCAPE 3. For installation and purchase information contact: L ARCHITECT. III�W �J o PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL Rich Murray -- EKTEnslor+ OF TRENCHES. CalSense COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT Car Corte Del Nogal, Suite J ; o PEA INSTALLATION. (619)b4 g�- CaliforniaSa215orna 92009 a•�� � �.,. , '- DizAln sAMP z _ 4� a-d� � o FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES -- CONCERNED FOR VERIFICATION OF JOB COMPLETION AND 12. i�O�MIK EXECUTION OF WORK PER THE PLANS AND SPECIFICATIONS. PIPE SLEEVING SCHEDULE IS. THE CONTRACTOR SHALL PROVIDE TO THE C-Ily , UPON THE COMPLETION OF THE JOB, A SET OF REPRODUCIBLE "AS BUILT" DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. 0 '�CIt'�SN�aa 16. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE (1) YEAR. ANY DEFECTIVE EQUIPMENT, MATERIALS PIPE SLEEVING SCHEDULE MOISTURE SENSOR NOTES FLOW SENSOR OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE G D DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA IRRIGATION DETAILS, LEGEND & NOTES `N0D S Cot 'e 1110 APPROVED BY: DATE: CITY ENGINEER <u-^ R.C.E. NO. * � # DESIGN RECO ME DE G.L.M. FORVN 'f DRAWN SHEET E�CµFO 3100 BRISTOL ST. SLATE 7 c,� rCO4�540-4700STA L�� 92626 --5 -of IRRIGATION NOTES E CHECKED H RCE NO— DRAWING NO,. R.H. DATE Fit E NO PROJECT SHEET NO. • i--' OF i ATTACH TO STREET SIDE OF WALL) _1 -+- ,_q 9-S L S-5 O S-9 � V-1 t; T-1 STREET TREE (TYP. WINDROW SPACING) 81 50 30 40 36 11 48 @ 8' O.C. CENTERED IN P.A. H H < - 8 8 Q < o� Y U 0 _ SUMMIT AVE.cc -- E O tgT lr1 \. --w- 6' SOLID MASONRY WA Q 6 _ CY) ( ON H.O. PROPERTY - CIC PUMP (4 BY DEVELOPER E H � cc W E 1 H 9 8 (� z 9 8 W lU L1J Uj Z J – Z W ` m � Q � NOTE: • EXISTING EUCALYPTUS WAND ROW LOCATED ON H.O. PROPERTY - TO REMAIN. REFER TO ENGINEER'S PLANS FOR TREE REMOVAL LOCATIONS, PROTECTION OF EXISTANG TREES DURANG CONSTRUCTION, AND ABORIST'S REPORT. S74S-7 S 8 O S-5 T-2 $-10 $-3 • S-9 V-1 (ATTACH TO STREET SIDE OF WALL) C 74 30 31 7 26 52 45 53 33 �� 's : p9 H IGO RETAINING WALL WITHIN CITY A.O.W. , H.O. DAAANLANE THROUGH CURB FACE - BY DEVELOPER. 8Y DEVELOPER � �. E Q 6' ID MAS Y W4UON O. PROPERTY - Y DEV N c fl LLJ V ` •:..` C) F— OEM 4 0 so �� `/INTAKE DRIVEW 3 -—— i---- �o :• . — - - — - - W Uj CnQ • • • • • • • W, 141111 '' 111' �0-l3 6A -061 JZ 37 3O T-2 Q Q 6' SOLK) MASONRY WALL ON H.O. PROPERTY • • • :+:' ;f. 21 S-5 ' - BY DEVELOPER i E • • ;:;:::;• J PLANTING LEGEND 8 gy • E = a SYMBOL DESCRIPTION BOTANICAL NAME COMMON NAME SIZE O.C. SPAWG 9 E Q H t �_ C C t _ r-T Eucalyptus maculata Spotted Gum 5 gal. 8 y >. 1 ^` I^�^.( Community Trail - 4' deep,decomposed granite, with 6' x 6'concrete movstnp on both O SCALE: 1 (1—vOI�01I NORTH -'•• .. .. sides. See plans Co�M1M4tnp locations. Community trail shall be per v City standard 7 2 Platanus raccmosa California Sycamore 15 gal. 30 • t V 1 0/77 $-2 O S-9 J 4 ATTACH TO STREET 10 15 10 36 19 S 1 s O' '0��'.'. Interior Equestrian - Located on private homeowner property and shall be constructed SIDE OF WALL Aeauia redolens Ongerup Acacia 5 gal. 8 .� .: ; Trail by the developer cr,lc�. DESCRIPTION OF REVISION CITY S-2 Fortnight LIly 5 gal. 5FX-LY CXMT SAT[ AM*OKo Dietes vegeta g 31 r I �J( 1 S-3 Grevillea noelli Noel Grevillea 5 gal. ' S-4 Juniperus 'Armstrongii' Armstrong Juniper 5 gal. 4CITY OF RANCHO CUCAMON" S-5 � GAZANIA 'COPPER KING' TYPICAL SYMBOL TO BE PLANTED AT •' ON CENTER Juniperus 'Bar Harbor' Bar Harbor Juniper 5 gal. 4 s Nandina dunlestica Heavenly Bamboo 5 gal. 5, S a Pittosporum 'Wheelerii' Wheelers Dwarf Pitto. 5 gal. 4 3' GAZANIA 'FIESTA RED - TYPICAL SYMBOL TO BE PLANTED AT Y' ON CENTER PLANTING PLA S-o Raphiolepis 'Ballerina' India Hawthorn 5 gal. 1 S-10 Rosmarinus 'Prostratus' Dwarf Rosemary 5 gal. 3 _ I' HIGH RETAINING WAIT LOCATED WITHIN CITY A.O.W., CONSTRUCTED 8Y DEVELOPER ` DSC,t' V-1 Parthenocissus tricuspidata Boston Ivy 5 gal. 20' REFER l0 SECTION Bi SHT D, DRI B �� �j.HU41r(2 �' VINTAGE DRIVE o • n •••••••• SIDEIOF R.O.WENCE WITH 4-Y/>h itNCE, x►ORCONCRETE COMAy�1�MOW1`TAIP - MOWSTAIN TO of LOCATED T ON CITY ,O FLATS a FENCE TO iF LOCATED ON N O. --gy�pp GC-1 Gaz•nia 'Copper King' Clumping Gaz•nia rt PROPERTY P"LKIL 1WLO BY THE DEVELOPER. "I TRACT NO. I.7oI GC-2 Gazenia 'Fiesta Red' Clumping Gaz•nia FLATS 8 e i' HIGH SOLID MASONRY WALL - LOCATED ON H.O. PROPERTY AND CONSTRUCTED OY DEVELOPER. S t^ ul APPROVED BY 1 I RC IE * * CITY ENGINEER BY RCIE N0. >tl� * STREET TREE LOCATIONS AREAS APP'D. BY THE CITY ENGANEERANG DEPT. s�'l oss►cN aEc w«►E THE SPACING FDF STREET TREES AT SUNMIT AVE. SHALL BE 8' ON CENTER. E OF A11F� _ -- R.E.J. * THE MW A&M SPACING FOR STREET TREES SHALL BE 30' ON CENTER. FOR VANTAGE WAY NOTE: O%AwN3100 BRISTOL ST. ,;LJITE 100 SNEE 1 * REFER TO SHEET LP-3 FOR PLANTING DETAILS & NOTES. • REFER TO SHEET 8 FOR PLANTMIIG DETAILS, AJC NOTES. COSTA �s�, C.gL1FORIwA 82626 _ _6 _O/ 11 _ (»4) 540-4700 — * REFER TO SHEETS LS-1 d LS-2 FOR IRRIGATION & PLANTING SPECIFICATIONS. »E c�E D DaI1Mrl M r. z16 * STREET TREES LOCATED W/THMV SOF WALLS, NARDSCAPE,O�A CURB SHALL 8E • REFER TO SI-�ET t 0AMD11 FOR PLANTNIG SP'f(.�K�I�TIOAIS. n c E »o R.N. _ DATE _ FILE NO ` PLANTED WITH AN APPROVED ROOT BARRIER PER CITY STD. DRAWING 605-A. wpm - PROJECT SHEET NO. ,'5,2. OF XIIJA11 TOSTREET SIDE OF WALLO . S-3 -10 S-2 p S-7 0 S-g O C_ 5-4 T-2 S-8 S 5 O 6 35 12 12 ZI 23 13 Z3 18 rE 4' RETAINING WALL WITHIN CITY A.O.W. BY DEVELOPER. 3 j (OH 9 6' SOLID MASONRY WALL ON H.O. P PROPERTY - BY DEVELOPER /-/ ` 9c E � p • • • p p '' g k nAk VINTAGE DRIVE \ Qo H T , T-2 t 6' SOLID MASONRY WALL ON Q U I H.O. PROPERTY - BY DEVELOPER �► w C/) J 0 J Q E. s- v- _ _ 0 s-� s-2 0 s-9 s-s S- 4 LU 0 s-1 o S-5 2A 14 15 16 45 2-9 20 J \\.L6j Uj ATTACH TO STREET SIDE OF WALL) Q • � Q EQUESTRIAN CROSSING: DECOWOSED GRANITE W1 CONCRETE MOWSTRIp 8ETWEEN G.C. d D.G. PLANTING LEGEND 60TANfCAL NAW 000AWON NAME SIZE 3C, -PACING SYMBOL DESCRIPTION Eucalyptus maculata Spotted Gum 5 gal. g' — — _ �ommu nitr Tiarl 1'a..c a+c�mnmcc[.. s e' .r riv on Dosn IO•l ,�<pI• +for m,n+rr., .i..n+ Cesn m. I rill+„II M p<r S-5 O r a Platanus racemosa California Sycamore 15 gal. 30' a r+. a.a• _Z J . s ' Acaj,a rodolBns Ongerup Acacia 5 gal. g'S2 Diates vegeta Fortnight lly 5 gal. 5o (ATTACH TO STREET SIDE OF WALL) S GrevLllea noelli No*[Grevillta S gal. 3' S.4 Junrperus'Armstrongff' Armstrong Juniper 5 gal. o' O 5 s Jun • B.• i,ra.,:l ror Ea .ar,.. EE«r u.:<+aa<o..mpr p<•r.IlrNniqm.• ,llr•+Le crus'Bar Harbor' Bar Harbor Juniper 5 gal. a GAASNIA COIRER RIND TIRICAI SI 901 I., L 1i 1JO Ar 1.ON CENTER Now” 19- rH r• 7 S yi O S-1 B V-1 T-2 s ' tiaue;r.;, aomcsuca - - - -coven >' sa: oc ill -- R J / 1 S-2 R ♦ s B Plttosp rum 'Nheticnl' Wheezers Dwarf PE[to. 5 gal. A 8 13 41 13 1 V 1 1 I S a G1-1A FIf S1A RED -IIIIC AL STYROL To., E N]!D AI 1'ON CEN/EII ♦ RaphlolcpLs 'Ballcnna' India Hawthorn 5 gal. j' s-ID Rosmannus'Prostratus' Dwrr Reaermary S pl. 3' J v t ParlhenoCiSSUS tricuspidala Boston Ivy gal. 20' • "IG"RETAINING*All LOCA IED*IININ CTTI n t * CONSTRUCTED BI Of1f,01ER R"'R ro SECTION/s SNI 1,of e •����t�• E RAR R v C EfNCC*TIN i'E f-CONCRErf�I...rR IP MOWSl—10 BE lOCA110 ON CITi GC-I SIDE O!A 0* AND LONSiR VC IFD AS FART [)/ -n-S Cc.N TRACT FENCE IO BF LOCATED ON NO cc E / GC 7 Gar♦nIa 'Copper King' Clumping Gaagnia FLAT 8"LAIROPFRTY AND CONSTRUCTED BI THE DEvfIOVI Garinla 'Fiesta Red' Clumping Ga»gnia FTS 8" \ I / • t '�___� ,'NION i0i+0,IASONAr*All -IOCAIFD ON r. rR:Er-t Rlr ANp CONS IRUCIEO Br DF rEI O•FR W 1�� 6' SOLID MASONRY WALL ON H.O. PROPERTY BY DEVELOPERcc • • OP • • • • J • • • • • • • • • • ! • • • • t, •. o - • �• c.� .. ti :: :: O M W _ VINTAG DRIVE ,,�, Ws FZeu ... .... : >....... : :: : - / URI f AnCAC • • J h � ° ° ° ° SCALE: 1 "=30'-0" ' NORTH Q ••• 6SOLID MASONRY WALL ON H.O. K — 6' SOLID MASOAiRYY W4LL ON H.O. ••• PROPERTY - BY DEVELOPER E O t PROPERTY - BY DEVELOPER CITY •• g = ( QDESCRIPTION OF REVISION DATE •• � ANA01IE0 Q S-8 3-4 ATTACH TO STREET SIDE OF WALL) $-7 T-2 rH Z 5 13 CITY OF RANCHO CUCAMONGA i 18 15 41 11 13 (� 8 O ;-5 PLANTING PLAN 26 SUMMIT AVE. & VINTAGE DRIVE TRACT NO. 1381? K HuCA APPROVED BY DATE * STREET STREET TREE LOCATIONS AREAS APP'D. BY THE CITY ENGINEERMVG DEPT. `��� ME CITY E N W N E E R - ` E'�'�t" R C E N0. .17 — * STREET STREET TREES LOCATED WITI-IrV 5' OF WALLS, HAADSCAPE,OR CURB SHALL BE i r �, oE:IaN .E« or R.E.J. FORN4\ PLANTED WITH AN APPROVED ROOT BARRIER PER CITY STD. DRAWING 605-A. _ _ s � ,�t *Thf AIANwNW SAACA% FOR STREET TREES SHALL BE 30 ON CENTER FOR VWTAGE WAY �-�— * DRAWN 3100 BRISTOL ST. S011E 100 s►�t t T * REFER TO STET LP-1 FOR PLANTMVG LEGEND. til o,lg 7 1 COSTA A�ESA, GILIFGRNIA 82626 *REFER TO SI-EET _ 8 FOR PLANTING DETAILS & NOTES. (714) 540 4700 os lE pf C�L�FOQ' c►Ifc»to oAAwlwc No a C E NO _ *REFER TO STREETS 10 & 11 FOR IRRIGATION & PLANTING SPECIFICATIONS. R.H. DATE _ _ L E NO 71 PROJECT SHEET NO. -,,5, OF 3 6' 6' 3 j ° e- ' --- -0 • I� NT city of rancho cucaimonga STANDARD 1. STAKE TREE P1APCNDICUTAft TOrREVAILIMC WINO. ° 3 5 QRp•Pp1AtER PLANTING IABLETti EQR CQNTAINEw•QRQYYN PLAliT1 DRAWING� 2. ►LACE 'GAOv•rOuER• TABS IM rLAMt 6 2 I CIMTA(MER ►ALGA TO SAISTIN4 FOR T GALLON CONTANNER RECEIVES.............................•..... 2.2 TABLETS Nt[11vArIBw Run SEs. 3 GALLON CONTAIIIER RECEIVE(................................... 3-8 TABLET! - Tor K STAKES ELEVATIJN 5 GALLON CONTAINER RECEIVES................................... BBB TABLETS r + MAIM TAUK 7 GALLON CONTAINER RECEIVES................................... 0-16 TABLETS 12) CINCH TIES SPACED 24' APART FOR 10 GALLON CONTAIt1ER RECEIVES....................................... 10.12 TABLETS CITY STREET RIES on S101WALA 12' PAIIMIJM 15 GALLON-CONTAINER RECEIVES...................................12.15 TABLETS � 2' DIA. LOOM ►OLE ►IME STARES B' lBAli UlT1L TV j L H1TM WM PRESFRVATIVE STAIN, ?0 116 0 • 0 • SQL ArNAL IML STARls smile MOST mu. (2) OCR S/EC I F ICAT I OM S' 21" X RECEIVES...............................................14-16 TABLETS E ►PPRDVII TREE STAK[S 5 30" BOX RECEIVES...............................................18.18 TABLETS R T ANROIO D•AM IR TURF ARJ!as AID FRONT YARDS. ]S' ]S B' GIA. PVC PERFORATED PIPE • FILL WITH 3 78" BOX RECEIVES...............................................18.20 TABLETS NO r 1/2' WASMEW CBIAN(D AGGREGATE SASE FULL • * 4 12" BOX RECEIVES...............................................20.22 TABLETS LENGTH M PIPE ((TOTE 1B• FROM TRUNK) 6 IT' BOX RECEIVES...............................................22.21 TABLETS a __ PLAN VIEW 60" BOX RECEIVES...............................................31.3o TABLETS SDEMALN �• ` I GEE/ ROOT 011 EEK COMTIpL rLA1RER t � { 22-29-IM WERE REQUIRED OR LARGER SIZES FOR EACII 112" CALIPER USE:...................... 7.1 TABLETS F w ; ' S L. ;"' �� AP►ISM EQUAL. LEGEND Q 0 C0IVE APPROACH • O ���� • •'• \` ` S`REENTI~ACT/[II' COMDAONS CURA a 3UTTIR WCBFILL MIT PER SPECIFICATIONS L. g• P_ 10.I S WISH GRADE. " NATIVIE SOIL l - * ICE T CALL W1 "1 EYEBOLTS: SECURE VINE TO WALL WITH S�Ei" DIA. BOLTS 11BB0[RBAOUIO PLANT PIT TO 1[ i21 TIES THE IN LEAD SHIELDS INTO 1/2' DRILL HOLES STAUGTLAE •�. I 1 PLANT PI THE ROOT B TI E IT' { . 12 E. GALV. WIRE: SECURE VINE TO WIRE WITH NUBS N'S C•u• M•r, I WIDTH THE WOTTOO OF THE 002 TAPE. v� I BELL 5. EYEBOLTS FOR FUTURE USE. 6. B" x 6" CONCRETE VINE COLLARS IN TURF AREAS ONLY. INS RADIUb OF COLLAR TO BE TWO TIMES THE DIAMETER OF ROOTBAL MINIMUM. 61 VINE PLANTING C PLANT TABLET SCHEDULE TREE PLACEMENT DETAIL CITY STD. DETAIL #601) TREE STAKING DETAIL I. ALL C:ONSIRUCI10N AND INSIALLAIION Of LAtiDSCAPL II1✓lv1S SHALL BE PER LOCAL CODES, ORDINANCES AND PER MANUFACTURER'S INSTRUCTIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF �• FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR ►BPO OSED TREE LOCATION WILDING/STRUCTURE I. UNTANGLE WITTED ROOTSRO RT LOOSENING ALL OTS AT EDGE OF ROOT WALL WITH NATE" SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO FROM wsE. M NOT cIACR ROOT aLL. DAMAGE AND REPLACEMENT OF SAID UTILITIES. 2. PLACE 'GROW-POWER' TABS IN PLANT CONTAINER 00100 TO PLANTING FOR OBSERVATION 3. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH "Posts CONSTRUCTION AND/OR GRADING WHEN IT IS OBVIOUS THAT ` UNKNOWN OBSTRUCTION AND/OR GRADE DIFFERENCES EXIST THAT 1, rR E JOINTS AT 10'-T' O.C. AND 3/W' WIT1/111" FELT EIPARStOM JOt1� MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS AT .C. SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE I CITY'S . AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL 1� 1 ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. X• 1■ Eo CONCRETE NOW $IO (MES 1. r AwtNK/wllotNG OVEIN1AMi AND FINISM L AT SAW �, rr 4. VERIFY LOCATION OF ALL PERTINENT SITE IMPROVEMENTS LEVEL AT INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN FINI�wRet` ``� CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT CITY'S HAND"tMG Q _ WATERING eAstM AUTHORIZED REPRESENTATIVE FOR INSTRUCTIONS PRIOR TO . COMMENCING WORK. E• ]' SENN TO FOM( OEPRESSE.i TINtAUS • W N(IWISE INSTRtCTET) Skim 5. THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL DIMENSIONS C8. I PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT •HADD-rotlER• ►uwT tAWs PER TO THE ATTENTION OF THE CITY'S AUTHORIZED ' NAALMACOWER' S ANT TABS PEN REPRESENTATIVE. • ` 6. EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES SHALL WACRFILL MIT PER SPECIFICATIONSBE 6'-0' FOR S GALLON TO I. MININUIN CLEARANCE: K' WDI TREES CONTAINS! PLANT NOT WALL UNDERTAKEN WITH CARE AND BY HAND, IF NECESSARY. THE LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS DISRUPTION OR DAMAGE TO a ti -y,5 I CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND ` CONTA NS!PIT To WE (2) TINES THE L' (TIES SHALL BE REPAIRED 2. IN USES WHERE TREES ARE 6'-0' OR LESS POEM AMI' STRUCTURE, AEIIING, OR WIDTH OF THE BOOT WALL 1 12" IMMEDIATELY AT NO EXPENSE TO THE CITY MIIRDSCAPIMG, INSTALL TREE IM ACCORDANCE WITH CITY Xgtpuj I05,71UCTIONS. 111111"1014WELBH TME111111"1014T111111"1014OF THE NOT O 7. ALL TOPS AND BOTTOMS OF SLOPES AND BERMS SHALL BE ROUNDED ]• TREE SPACING SNAIL BE APPWVEW WT THE uTT swartCT•r KFOAE ANY Ski.MTirf 18t1 UNLESS OTHERWISE NOTED OR APPROVED BY OWNER'S AUTHORIZED SCJWI81Aq INSTALLATION. REPRESENTATIVE. �♦ A. ALL PLANTING AREAS SHALL DRAIN AT A MINIMUM OF 2% UNLESS OTHERWISE NOTED, ALL PAVED SURFACES SHALL DRAIN AT A � MINIMUM OF 1%. ALL CONTOURS AND SPOT ELEVATIONS SHOWN ON PLAN ARE TO BE USED AS GUIDELINES, AND CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE GRADING AND DRAINAGE.PER APPROVAL OF CITY JNSPECTOR. ` 9. FINISHED GRADE IN SHRUB AREAS SHALL BE 2" BELOW PAVED SURFACES, LAWN AREAS SHALL BE I" BELOW PAVED SURFACES.` O `° s RINKLERNSYSTEM IS COMPLETED,G SHALL BE DONE `FINAL, GRADESOHAOVETHE BEEN ONCRETE MOWSTRIP (BETWEEN TURF & GROUNDCOVER AREAS) TREE SPACING CONTAINER PLANTING ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED, AND THE WORK APPROVED BY THE CIf�'(S D AUTHORIZED REPRESENTATIVE. 11. ALL PLANTING AREAS ARE TO RECEIVE SOIL AMENDMENTS ACCORDING A SOILS REPORT PREPARED BY SOIL AND PLANT LAB, CALIFORNIA.SANTA ANA, CACONTRACTOR IS RESPONSIBLE FOR SAID NOTE: DETAILS OJDK.ATED ON THIS SHEET ARE THE CITY OF RANCHO CUCAMONGA STANa4RD REPORT, SOILS TESTING SHALL BE DONE AT THE CONTRACTOR'S DIFTAL5 EXPENSE. LAB REPORT SHALL BE SUBMITTED TO CITY'S REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 12. ALL PLANT MATERIALS, UPON INSPECTION BY THE CITY'S AUTHORIZED REPRESENTATIVE SHALL BEAR LABELS PROVING SPECIES AND VARIETY TO MATCH THOSE ON PLANT LIST. 13. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH TYPE AND SIZE DESIGNATED ON THE DRAWINGS. 14. NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR CONSENT OF THE CITY'S AUTHORIZED REPRESENTATIVE. 1. PROVIDE sC.ORE JOINTS At IO'-D' T.C. AND 3/9' SIT04IMM FELT EIPANSION JOIXTS AT 20'-0' O.C. 15. EXACT LOCATIONS OF PLANT MATERIALS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE FIELD PRIOR S' IN LAWN TO INSTALLATION. CITY'S AUTHORIZED REPRESENTATIVE X• IN PLANT uo CONCRETE NOW CUIW -"IUS EXPOSES (MES RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATION IN AMC FINISM PER PLO (INSTALL AT iRAD( FIELD. bF LEVEL AT SWLE CROSSINGS) 16. ALL SHRUB AREAS SHALL BE UNDERPLANTED WITH GROUNDCOVER. PURISM EAAT[ GROUNDCOVER SHALL BE ON A TRIANGULAR SPACING PATTERN. QCITY DESCRIPTIOOF " RI•WAXCONTINUOUS N REVISION DATE APPROVED17. WHERE POSSIBLE, TREES SHALL BE KEPT A MINIMUM OF 3 FEET FROM � � (1IRLEss TTN(RWISE INSTRUCTED)SIDEWALKS, WALLS, CHAIN LINK FENCES AND CURBS. ( EQtEAt It. 15 GALLON TREES AND 2BOX STANDARDS TO DOUBLE STAKED. TREE TIES SHALL BE CINCC H TIES OR EQUAL (DD O NOT USE `V CITY OF RANCHO CUCAMONGA 1}'108 AND HOSE TIES). NOTE: 1. ALL SMRUIS/WOUND COVER TO K PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS 19. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS AT OTMEIWISE INOICATEW ON PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. ORIGINAL PLACE OF GROWTH. PLANTING DETAILS & NOTES 20. ALL WATER BASINS SHALL BE REMOVED AT THE END OF MAINTENANCE PERIOD. 21. CONTRACTOR SHALL PROVIDE 180 DAY MAINTENANCE PERIOD AFTER COMPLETION OF ALL IRRIGATION AND PLANTING WORK. 22. CONTRACTOR SHALL NOT BEGIN MAINTENANCE PERIOD WITHOUT TRACT NO. I.->812 � N RUTTED CONSENT FROM CITY AND/OR AUTHORIZED OSC4p REPRESENTATIVE. � � HOME tc9APPROVED BY S 9 N DATE ��_� _ 9C ,��. o��,c>< �o 6 �t 23. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE 0 CITY ENGINEER RCE NO A1,817 � � �� AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF :�k Lvu DESIGN FiEG MAAAENDf ONE YEAR AFTER ACCEPTANCE BY THE CITY'S AUTHORIZED �, REPRESENTATIVE. SIC - 5 UfaR.E.J. - - - - ♦E -15C_ * DRAWN 3100 BRISTOL ST. SU17� 100 SHE[ T PLANTING NOTES CONCRETE MOWSTRIP (BETWEEN PRIVATE & CITY AREAS) SHRUB & GROUNDCOVER SPACING s� _ COSTA IDSA, CALIFORNIA 92626 - 1 J (714) 540 4700 _- OF - 1 'IF OF CLW) HE KEc vC E NO DAAW,NG NO R.H. / _ DATE - LE NC - - i PROJECT SHEET NO• .,�-z2 OF ,5- city of rancho cucamonga STANDARD DRAWING LLJ TYPICAL SECTIONA LLJ z BI BBIICATION • LL O 4C U io }-- — a J (n �— BBCORATIYI BLOCK WALA N ►YC PIncl b x U ♦IGCOMPOSBB ONAMITI ,SI TMA t P t � 7l GT Q 1 1 L PLAMTIM AMIA r7l CLING AND GUTTIM 1 —OLOCK 'TALL I V PIAN VIEW (REAR-ON) '—PLAuto AMIA 1 CMKM/TI MO•/BTRIP _ 1 THAM. Y �! ♦a1M0 —I ~ SLOOf YMAIFS PVC PIMCI 2: 1D,Nt--'. 1. TMB PLANTII ARIAS• ABJACIMT TO TMG BLOCK WALL SMALL Il ►LAMTlO - � A,A�AIr AWP" w ITM 0001110000YGM APPROYlO B1 TMI CITU gw iaaWkCAL IVIL 3' 61 S. IT/1U, TUMS IMA" M !FZ0"b ♦ AIs �tjYo c �� G. NO T01NB PLATI AMI POMMITTII. .. TVA► NAWACI II CDope 9 OP r0000AM►OIlO GAAiMTl MAN 3' WIDE PLANTING AREA :*"TV. C�npk,Zo " boy. B. VC PIMCI ITAMOAMO OMAtBIMO 1010. B. PLAN YI91B TYPICAL OP RIAM-OM , BIG 914IIT I POM PROMT -ON AND. SHRUB PLANTING AREA ANEW EUC WIND /lol-OM. ROW I& •' O.C. COMMUNITY TRAIL CITY REQUIREMENTS SECTION AA (AT SUluWT AVEKCE) I F C tA5C1�lN'T x1p� e 4 re 16 ,�1 I !ml tt t 1 II 11 ►uatf i d �� _ vl nl•TAB@ " vs "IK - +.3 lu Z _" Vu4TA,6E DRIVE SECTION Q-4 SECTION T- T SECTION T T (@ VINTAGE DRIVE) SECTION QQ ( a VMV TAGS DRIVE) J G D B SECTION 1S FOR REFERENCE ONLY. REFER TO ENGINEERING PLANS FOR STRUCTURAL SECTION 1.S FOR REFERENCE ONLY. REFER TO ENG"ERMVG PLANS FOR STRUCTURAL NVFORMATION. P"MATION. city of rancho Cucamonga STANDARD DRAWING Q y, B•-o- o.�. 5-x5- PVC POST 2-x6- PVC RAIL MOUNTING 1RAC7CL•^ CClry "Nwgwkmkt ..ri PL PVC FE-SCE POST CA?— - IV Y POST 5-x3- PVC POST 2-xc- PVC RAIL DESCRIPTION OF RE VIS ION GATE CITY PM A�►ROVED O NOTES: 1 . EVERY RED T PVC POST AND ALL ?'�C ( CITY OF RANCHO CUCAMONGA POSTS LOCATED AT -HANGES OF O'REC:•IOt/ , ARE RE^JiRED .J BE FILLED N_:'A M �� CCNCRE':Y. 2. CAP ALL POST i ENDS OF EXPOSED RAILS. I. ALL MEMBERS SHALT. BE PVC FENC? AVAILBLOAILS SMALL BL FROM =ER aNj.,iSTAT£ ENC. CONSTRUCTION DETAILS AND � RAPS SHALL BE ORIENTED IN TOWARDS TRAIL. NOTESA �CFF� __ rZNISA cRADs P (4: FCOTING 4 EVERY POST TRACT NO. 13812 ��,KDSCA APPROVED BY DATE HUMEy 49�, CITY ENGINEER "�-� RCE NO. -RlIa �� DESIGN REC,`MMEND NOTE: 6' X 6' CONCRETE MOWSTRIP SHALL BE INSTALLED SY THE OtvELoNEk WITH THE 2 RAIL FENCE FOR LOCAL TRAIL V Fc" ACT AND SHALL BE LOCATED ON N.O. PROPERTY, MOWSTRIP SHALL BE LOCATED ON CITY SIDE OF A.O.W. c ' ) R.E.J.— - - WITH 7W& ,2 AML PFWE MR C00MVNITY T"L.. DRAWN 3700 BRISTOL 5T. Slllfr 100 SHEAT COSTA MESA, CALIFOf-.NIA 92626 2 RAIL FENCE s ---- - - (774) s4o-4700 9 of '11 E \ 1, � _HE:KEC N E NO �RAwiNG NO IfOF CALIF�P R.H. :)AT[ PROJECT SHEET NO. .s,15- OF �.- . GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.04 ELEC-IRICAL (LOW v.)t_TAGL) SECTION •ItllO 1.17 Dangerous Products Traduces spot herein have bees SECTION 01001 4. The Contractor shall not willfully in/tall the C. Controller Charts selected for their appropducts ss i■ design. It is beyond irrigation system as /Mows o• the drawings when Me hereby {wnNtee frac the apriakltr irrigeti*s /Yate■ we have A. Co■t►ectall betty,en contwith direr and remote control T Rs► all Trades the scope of the architect at mem is each material ;n GENERAL CONDITIONS it is obvious is the field that obstructions, {rads 1. As-built dnwisµ shall be approved by the fur■ishod'and i■•alled is fres from d*fec" in materials sod vale= shall be made with drat burial AMG-UF,600 GENERAL NOTES ( ) differences or discrepancies in arca dims■/ions city Authorised Representative before workmanship, sad the work ha basis OOMP&eted is aeserdastrs with the doom wire, ;actuate �u thickness weight 3/61 ethyl a li[isl low detail, and it is the responsibility or each subcontractor to exist that might not have bees costidered in costr*Iler charts are prepared. (See s*etiom 1.03- obtaiS all information from produce used relative to dnwiap sad tpoeifwstiogs,ordinary wear seed tear and uNwutl abuse d*nsity ►;{ls molc,:ular weight polyoowybss issuMt 1.00 GENERAL potential danger due to toxic µdrat smoke, flammability 1.00 GENERAL engineering. Suck obstructions or differences B-4). Approval of as-built dnwiap ►y the K sefewt saospld. We sent t■ resale or replace say "fem i• and submit dna for the city! approval e,fl to ability should be brought to the atteation of the Owner's and atys city doess't oeotitow accuracy or material or worknas#bip whisk stay develop daring the period of ou 1.01 Standard A.I.A. General Conditions (A201) 1976 Edition, authorized representative. Is the cvcst this aro drawings*sly u to the **splsts0ea of pear from the date of secspamee and aims se repair or replace say B. splices. where -i l netted, shall be waterproofed suint 1.01 All work shall be executed is accordance with the best or installatioe- shall be made a part of this specification. ■otificatiom it sot performed, t►e irriµtioa drawiaga damage resulting form lbs srepsirime or rrNaeins of seek defects at me Rain 41ng Pen-I Sic connectors i sr foible beet ataadards and practices of the trade.and the std. specifications contractor shall assume full responsibility for any additional owt a the atty We shall Naka sue\ repairs or replan► other shrinking tubiat, Bird hound is • box. this for st public sad p construction.olwn. 1.18 ADIACENT WORK: during the remodeling and addition of A. The contractor it hereby /pacifically directed, ata revision accessory. 2. Provide one eostrotlsr chart for mach ooutroiler *tear irriestan use may be utilised [*r this purpose. 1.02 All work swell be i■ trucornaaet with all applicable codes. new work, protect all existing items to remail from damage. masts with S reasonable time stoat pressed et written d rep irso condition of the contract, to obtain the necessary supplied. city , sus Slithering lbs city • a promised i4 bads said repair K (URIC, UPC, ate, as ateesmry) All damaged work shall be replaced at so extra cat to the number of copies of Document A-201 to acquaint S. Work of this Sectioa which is allied with the reptaceneNts mads at *ur e[pmgSe W w wW11 pay the*sat and C. Wire lis;•{shall i according w hemM . 14,Manufacturer's cit Y. himself with the Articles contained therein, and to work of other trades shall be coordinated as 3. The chart a\all show the ansa controlled by the charges there("* up" dtmsaad. other sadataas, is no cast lea lbas No. 11, uncus 1.03 Before conmeacia{ work or proceeding with erection sad notify and inform all subcontractors and any other necessary. automatic controller and shall be the maximum tNhrrwiSe upprovcd. shop dnwi■" each emb-contractor shall verify Patch to match existing adjacest surfaces,w that all esasare• ate! Gees, Oradea, locations and details of existing systems Sad fitisbes ars is s complete, fisishd form. partes to the contract or individual/ or agencies on sou which the o e a reduced dose will allow. field conditions and notify the architect of any the work, as to its contests. F. Underwriter Laboratories: Electrical wiring, controls, D. Groused coir= shall be whist in color, common or u field coneisos. startingof week ►y i sub-ooatnctop denotes B. Noise and Dust Abe Exercise all reasonable and motors, and devices shall be U.L. listed, and so labeled. 1. The chart u It ys a rdferd d imam of the semen sn ire aha In the cares f a different rlrsa, mac► B. No contractual adjuttSaests shall be due or become actual so-built system of a mSxrmYm silt Iliad memnon wire shall have a strias *f a diffmrpt color to that any rsdersrrf•ce baa been inspected and is approved by uxessary mesas to abate undue moist. Perform exigent as a result of failure oa the part of the 1.03 REFERENCES will fit inside controller Nowise, double sided if al/ew idsatifiatiun. twasecesary apriskling and wetting of co•structios site to contractor to fully acquaint himself with the allay dust. required for roadability. PROJECT: Conditions of Document A-201. A. ANSI/ASTM D2292 - Acrylonitrile-Butadiese-Styresc 2.OS GATE VALVES al 1.04 Adequately "act all public, and private properly and inprovsmsate from damage or isjrry. Damaged areas shall C. Existing Utility Lata Notify Owner'/ Authorized (ABS) Plastic Pipe (SDR-TR). LOCATION: has replaced is pod condition. supply tU bonds .eca.ary Representative if existing utility lana are encountered 1.02 Supplementary Conditions. S. The chart swell be a blacklist or blssliae onalid A. 3 Snow« and mealier (unless otherwise noted on i■ the work. Protect B. ANSI/ASTM D2564 - Solvent Cement for Poly (Visy1 print and a different color shall has used to Dnwisµk ASTM lire bras body, 1S0 pored Setunted and required by the owner for all work. iadicate the area of coverage for much statins, SIGNED: nam rated; with screwed joints; sow-risky stem; A. The following supplements modify,change, delete Chloride) (PVC) Plastic Pape and Fittings. rSin pastel *r tranapareat ooleps. omrrwrd boost, solid dime. Trsv;M wNk rmadw►rel. limes from damage. from or add to the 'General Conditions of the ISIS The contractor shall replace any defective materials sad { *street aNY poor wortmaa&bip with so additional Dost to the D. Verification: Pear to comneneia{ work at site, verify Contract for Cosatruction' AIA Document A20I, C. ASTM B32 - Solder Metal. AD�DRERS. city sad show rammdy say defects is materials c agreement of existing conditions with indicated Twelfth Editios, April 1970. Where any Article of 6. h,cr completed and approve/, the chart /hall be 2B6 QUICK COUPLING VALVES welt S d s all re appear def e s ass Year period from coadit;osa Notify city in the General Oosditions is modified or any Paragraph, eachpic e h scald between two pieces ed plasdic, dna *f a*saplwhi and earD-Prheas d the job writing of discrepancies nc►es mound. Start of work without Subparagraph or Clause thereof is modified or each paves hoist a minimum 10 mile A. Two piece type Orals body, ISO pored $laic isg 3// deleted by these supplements, the uaalterd D. ASTM NO - Seamless Copper Water tube. PHONE: operation [scale thea special calsis{ at bass, permit@@m •otifiatios constitutes aceeptaau of conditions, provisions of that Article, Paragraph, Subparagraph 7. These charts shall be complstd sad approved key) designed coil► o special rp sectiy dsvia (oosei*r 1.06 The contractor shell supply all labor, materials, equiptmeat without qua for extra costa or Clause shall remain is effect. E. ASTM D2235 - Solvent Cement for Acrylonitrile- prior to final acceptance of the irriestioe system. hey) dsso{sen Cor this purpose. and Services of every kind, necessary for the proper Butadiene-Styreme (ASS) Plastic Pipe sad Fittings. DATE OF ACCEPTANCE sat*eatios of all the work u shows, and indicated on twee 2.tlt PRODUCTS 1.03 Refer to the General Specifications(book form) for: D. Operation and Maintsaanu Masala 1. Guplmr threads; less tyes, ACh typo dnwigea, Wsiudiy tempertry water, w3cphose, power and Guarantee, Insurance Requirements, Permits, Business F. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Milsts 2Ol MATERIALS (SDR-PR). 1. P----re and t'-liver to the city 2. Hinge cover Provide with rrbbsf-like yellow vinyl Licenses, Public Convesitece and Safety, as well as Fair within 10 calendar nay! Brier to *ever, kS01c. 1.07 Plan check and assessancat fees will be paid for by the ckfill Material: Material used for backfill shall be cle Employment Practices, etc. G. FS 0-F-306 - Flux, Soldering; Pasts sad Liquid. completion of construct;om, two \tern cover l.M PRODUCTS Owser. All brildias permits, hookup fess, Sad insptctioas prlveriaed, ■orsxpassive soil free from lar{e roc 1.04 Architect's Liability - T►e Owser and contractors binders with three rine oomteiais{ The followias 2.07 CHECK VALVES sees ry shall be obtained sad paid for by the General ve tan, truth or ether debris,and subject to appr of recognizing the inherent risks cosnectd with 1.04 SUBMITTALS isf°rmatiea: 2.01 MATERIALS Costs~. Foe 'os Engineer. Existing o•-sits earth mater' construction, agree to limit any and all liability, claim for A. promo aback valve, 2 ischio and smeller o■ aoa- appro y Soils Engineer is suitable u fill. A. Material List: a. Iadsx chest sating Coutnctor's address sad A. General: Use Only now material/ of brands and tyres presamre Riau: bronze or plastic oosstrmctioa, 100 damages, cost of defense, or expenses to be levied against a. The oontnctor shell pay all licenses sad royalties and See 'W rd -CIYds' toatrltasta report w. the Architect on account of sty design defect: error, wimp►omt number, list of equipment with mooed as dnwiap, specified hemi•, K approved equals. pound aw p0. female t.p a shall defead all suits or elaime for infringement of any omiuion, or professional ■e{li{eaoc to a ter■ sot to 1. The Contractor shall furnish the articles, name sad &"room of leeal sasufaetorer'S patent rights tad shall ads the sweet \armless from U-Soil, Arg I"OMIT exceed $50,000, or the amount of the Architect's fee. :am� isnt, malarial/, s processes specified by representative. 2.02 PIPE • FiTTINOS S. Aet;dr ti valve: plastic s steel Soto■, with soft lea M aee*rnt cheese!. vvv whichever is lemur. same in t\c drariags and apscilicationa No oompesitan disc stainless steel iaaraal parts. Spring French Drsi■ Pi VC toMSaing t ASHTO substitutiom will be allowed without prior written ►. Catalog and part sheets w every anaterial A. Pressure IIsi• Liss Pipiag and Fittings: Sixes 2-1/2 !swam sdjustabiz from 4 p.a.i. to IS pi.;. Valve may I Si There shall be a competent [wens■ familiar with the Designations M36, MIS1, ASTM S, 2751. END OF SECTION approval by the city Authorized and pripsasat ioteUod radar this contract. Sanies *r larger shall be P.V.C. glass 315 solvent wooled be as ine*gnl pert of Winkler head. oRepresentative. type or (u a soetnemsr option) rubber gasket type, dnwiap w the job at all times All workmen sad nub drowi*a*n shall skilled is their trade Filter Material at Frcac rain: er material for use in C. Guarantee sam tes■t. nabs= saborwiw ss goad drawing. 2.04 AUTOMATIC CONI ROLLER somorsbacklilli•g trenches arou r drains shall consist of 2. Complete g say w list shall ri submitted prior to clan, course Send sad gray rushed stone coaformiat to performing any work. Material list shall include n- Complete operating and naiatsuau B. Treasure Mesa Lis Tying and Fittings Size 1 1/2 A. Type: fully automatic operation, capable of operating the n, course Road aqui to SECTION 620gA the nansfactrrer, •andel number sad dmacrip�tioa of instruction w all major pmipneat Washes sed a naw shall be S*hoduis 40 T.V.C. the Number of stations and type indieat" a Drawings, I." The contractor shall keep the premises cksm and free from all materials sad sgripmsat to be rood. accumulation d waste materials tad debris sad at the end of 2. Is addition to the above ma■tieaod snai■tegence C. Ne■-pr*aun linty shall be P.V.C..Schedule 10, or 1. Mall mount type in a bossing with locking ►imRa/ the job shall remove all rubbish, surplus materials sad tools We Passing Sieve DAMAGE TO EXISTING TREES AND SHRUBS sad law the brildiss Neem sloes. Besides general broom 3. Equipnsat or materials installed or furnished mSsnale, provide the city maintenance T.Y.C. floc lso■m for drip tymMma. Dever. sadclusMo the buiWisg States shell . Besides maria{broom /200 100 without prior approval of the city 's Authorized personnel with inatructios/ for major agripneat ►r;ldint t e f olioleft and itemready halor a executed -100 1.00 GENERAL Representative may be rejected sad the Contractor sad show evidence is writims to the city$ D. All gips sad fit fell NaU eosfKn to apeeific 2. Fuse and chassis {round all controller oomponeses. 00 required to remove such materials from the site at at the eoacloion of rNubscncoa ala [*Nowa 2 1.01 The city shall be rccompeased per requirements his mw■ expense. the project that this service hu been sompleted. 1. T.V C QSairsst Heid w Rubber Gasket) 2.09 REMOTE CONTROL VALVES AIS-3. specified in the schedule below for all trees and 3-IS specified da in the 4. Approval of any item, alternate or substitute E. Equipment to be Furnished: 34 30 0-7 iadiatu only that the product or produces a Fflemt lsrmufsturod teem virtin polyvinyl A. Valve type: spring-Waded, packlea diaphragm b) Remove narks, amnia:, fiaserprists other soil, dirt 0 3 1.02 Injury is defined, without limitation, at any bruising, opperestly meet the rpuiremsnts of the drawisgs 1. Supply u part of this contract the following otd■rWt1s otaspsual iN aoeorMmos witty ASTM activated, normally ¢nosed type witty bras body, from ve mar, , staim , f a sttiiat walk. scarring, tearing, or thous li it roots, branches or [rusk. and specifications os the basis of the isformati•s took: D 1T»6 M ASTM D 2241,sell sla=i(watio■ pttippd with flew muetrol aha pr*=un rceubstiMor samples submitted. ISM, byd "alie dash" lie n/iy ant osp•biiities. LW PA-L c) Clan sad polish hardware for all trade This shall y conforms with Claes I1 permea 1.03 It is and will be impracticable and difficult to determine a. Two sea of special tools enquired for IRs/�mioelyds naowl at salsa, dot, dirt, paint and the t *f Tnsutporatioa. the actual damage, whether physical or aesthetic, there- S. Manufacturer's warranties stall act relieve the removing, disassembling and adjusting seek H. Valve solenoid: 21 volt a.c. 4.S watt muximYmt, S00 fore, then city w11 etherassigl a total value ton t he Contractor of big liability under the guarantee. type of spriskkr and valve supplied " this b. Flablep(selveat weld K thrmud} Standard milli-amp maximum surae, corrosion-proof, stainless like based m d upon its diameter at 30 inches above the {round. Such warranties shell Daly Supplement the project. weight, sNoduie N, side-gated, i■iection steel oemstrsctios, epoxy encapsulated to form a stsgla d) Clean fixtures and puipment: Remove saias, paint, 3.00 EXECUTION guarantee. b. p.v-d. *asplyi■{ with ASTM D 1711, iatesnl reit. d osrc, duet 1.01 The total value shown shall be paid the city for tree b. Two keys for opening valve boxes. *sod alosellie•tion 1315141, including mbrsoM 3.01 GRADING totally destroyed. B. Record and As Built Drawings: whom Poewkd. C. Provide bleeder valve to permit operatics is the field without power at t►e controller. s) Remove temporary flow pr°tscti°ma Clean floors Make tock era or fills u may be required to bring I.OS For injuries to roots or branches, the city will assign 1. The Contractor shall provide set rete up to dart C. i iftanp(rubber gasket. lkduk f) Clan exterior, imter;or meal surfaces, including doors, {round surface te sped ekwtiou or finish contour a value proportionate to the total value of the tree. and complete 'as-built' record set of blue-line C. One 36 Inc► coil probe, Oakfield Model S. igjeesi*N threaded outlets shall be required, D. 3/1 ioc► valve «it►out flow ooNtr40 ol shSll be equipped windows required to have polished es,in u oil, doorstaims, required or ace Is with a maximum tolerance to .10 feet. ozalid prints which shall be corrected daily and wills omkmm Neel beads and support gussets. with a 3/4 inch plastic ball valve • discharge tide. dealt, dirt, paint and the likes Polish Sad lave without Where trades are sot indicated, grade uniformly level or 1.06 A proportional amount of the total value shows shall be /Mor every chase from the original drawings and d. Two keys for each arlornatic controller. b masa and alis wpperted with as asele fimgermarb aha other bismishea slops between points for which elevatio■S arc gives. In paid the city for each tree injured as follows: specifications and the exact %&-built' locations, mapo a a pert *f fitly Similar Wes all E All valves rate risg drip systems shall be equipped * abmctlee of snore specific grading information, ground shall sines, and kinds of equipment. Priats f*r theta C. Oat tut kit for moisture Seuisg equipment, raspo*11 M Ilsae ssaNufacturod by Flo-Sal, with a Separate pressure rcgrlatioN prtett u rooted M t) Upon the twmpktioN of the wort, the co■tractor shall slope away from NiWiap for a minimum distance of 20 I. Divide the total value of the tree by its circumfer- purposes may be obtained from the city iaa1a11od r fel! aotterlamoe with tsasufaetursr drawing and lint strainer with S 150 mase oer**a, accept full responsibility for snatiy certain that all feet, at a misimwm slops or 2 pereest. Trenches and once to get a value per inch of circumference. f. 0■e quick-coupler key and mutchin{ home pdafa iasludim{ pressure µage o■ discharge side. other drainage flow Hua Shall slope uniformly to avoid swivel and globe valve for every five, or exposed finish" surface/ of the walls arc brought to at cost. This est 0( freedom thereof, valves i■sallyd. 2.10 TREE IRRIGATOR a meat, clings sod thor*uably prese■abbs condition, as as•dlst water. 2. Measure the circumferential length of the injury. 2. P.V.0 Nlippioa sbsu be oc►mdule M win m*Iden drawings shall be kept on the site and shall be /lsr*gd► dsmernised ►y the city regardless of whether or used only as a record set. 2. The above stationed equipment shall be turned sot any sub-y the cter may ►ads bees rof wheteqoired er the 3.02 Do moll allow water to socwmutate is excavations. A. Provide assemblies as indicated a drawings, iscludma{ over to the city at the coocloisn *f the vt■!a specifications to clean that smb-cootractor's own portion Remove wetter to prwest softenist of foundation END OF SECTION 2. These drawings shall also serve as work progress project. before final aoceptas" teas occur, 3. AM P.V C. pine astwt bete the fMlesriy saarki■µ: sed the week while be was still ae the job. bottoms, undercutting footings, and soil changes sheets and shall be the basis for measurement and cvidemcc that the city but received material 2.11 SMALL LAWN SPRINKLER HEADS detriewsal to stability of subtrades and foundations. payment for work completed. These drawings shall a. lisufsotupar's nems Trovink tat aSai■ai■ peeps, sumps, suction and must be shows to the city Authorized 1.10 The outlisc specifications are divided by the architect for be available at ■II times for site reviews and shall Representative (is writist) convenience ably, it is the responsibility of the General discharges Hua,aha other dewatering System components SECTION 02442 b NssisN pies size A. Sprinklers !wall tx similar is all respects to type mot necessary M ee."y water away from c:avatioaa be kept i■ a location designated by the Owner's is legend on drswiog. Contractor te determine what tads a responsible for each Authorized Representative. Should the record 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING Con, sad to complete Rhe job tr its estiretY. The following IRRIGATION blueli•c as-built progress Sheet/ sot be available 9. Soboduis« glass vallis apto complete include ouly major ty. T e oll 1■ the 3.03 Coavey water removed from excavations and rain water for review or not up to date at the limit of any B. Naha Sall have crew adjustmeata to eollectia or ram-off arca Provide and maistai■ 1.00 69NERAL A. Handl;•{ of T.V.C. Tips sad Fittings The Contactor is abeesnx of mors dead" apecifiationa,all materials and S site reviews (refer to Section 3.02-5-3 - cautioned to exercise ars is heNlias, l*adint, d. hoaemrs rating in A.S.T. (sot required eN C. Nook shall rise a minimum Of four laches. drip wbiso equipment shall be approved by the city The temporary drainap ditches sad other diversions outside Observation Schedule), it will be assumed no work { Ste 1.01 DESCRIPTION rslaadisg, sad Scoria of T.V.C. pips and fittings. All has been completed and the Contractor will be P.V.C. pipe Shall be traNsported in a vehicle which 2.12 ROTARY SPRINKI ER HEADS oentraeter sod his subooatraeure are skilled i■ the use and assessed the cost d that site visit at the eurrsst allows the knot► *f pips to Ile fiat Se u sed to a. NSF (Nati*sal sasiatioa Fouadat;oa) ;nlcrprrtatiss of plan seed have either notified the architect excavation limits for ngclk structure. Do not esu trench A. Scope of Work: Provide all labor, materials, billing rate of the Owner's Authorized subject it to madrs beading or osseestntd external ""p 0mo (Mt required M Seip tubing) A. Type: gear driven, with pop-up sprinkler beads prier to submittias a bid or have found these pines free of excavations as temapersty drainage ditches. transportation, and services •ecesary to furaish and il be watiatities sufficient fell sat bid and cerectio• purpose µs. install Irrigation Systems as shows on the drawimRepresentative. N° ether inspections shall take load at try pint se dsN Pips !het was been place prior to payment of that aasama Sasst. denied *r daged wwill iseardrd sad, N isasallyd, !• Oras of eaa'aie' 1. Rubber covered 3.04 Material stomp: Stockpile satisfactory excavated and described kcreis. directed, until required for backfill or shall be replaced with sty pipin♦ 3. The Contractor shall make scat and legible 1.05 SUI35TTTUT10Nt !. Soivgt Seem sod primer for P.V.C. nolve■t- 1.11 All materials shall be 0f the highest quality and all materials where 2. Equipped with built-i■ check valve wbotitatim a &bail be submitted fop approval by the fill. Place, µads sad shape stockpiles for proper 1.02 QUALITY ASSURANCE A REQUIREMENTS ■otatious on the wbuilt progress sheets daily as weld pips sad olked(Willp shall d *f type seed *oatrasssr te the city prier to sitars the construction drainage. Locate sod renis soil materials away from Wamall.tl.. t■paltpd prsoerib*d ►Y the dp of excavations, the wort proceeds, &bowie{ the work as actually A. 1f the Irrigation Contractor wishes to substitute any B. Tart circle heads shall have variable arc setting A. Permits and Fees: The Contractor shall obtain and pay installed. For example, should a piece of drawings y. contract. Samples ed items to be submitted shall be marked for any and all permits and all inspections at required. equipment or materials luted ou the irrigation dnwie capability. 3.05 Excess Soil Material: Dispose of excess soil material and equipmeat be installed i■ a toatios that does not and specification/, he may do to by scovidias the sad left for examination, na wbstiteliss will be allowed waste matuials at an approved off-sits bcation, match the plea, the Contractor most indicate that following information to the city S. shah tukise arnU be all catng so °f flexible vinyl after the contract w let B. Manufacturer's Directions: Manufacturer's directions equipment has been relocated is S graphic manger for approve l: oiesrida soup, is s*sf*rbkk o ASTM D 21ST, 2 13 SMALL sHRUBBEkY SPRINKLER HEADS and detailed drawings alkali be followed in all anus so at to match the original symbols as isdicated is meas-.190.5.4 wish wall Niekasa ed t-12 3.06 Drs;ar TreKbes for drains shell be ted where the nanufaetu►ert of articles used in this bash, .190-5.4 islob and .Ifo-1 Snob. fittiap mhW A. Sprinklers shall be similar i■ all rmmpmees to type malum 1.12 CJtas" The sweet reserves the right to make any to a us wide uts;dt ter of the the irrigaties legend. The relocated equipmeat and 1. Provide a statement indicating the Acuson for changes, adlitien/ M rein. in the plea and contract furnish directions covering points not shows dimensions will them be transferred to the oritinal lso Mradrulm M l.Vl a lead above tsnMr 1.-b. om drarias. chang lt. adds. The oma of suck work to be added to or pips PI t s 0 also the plass or is the drawings and specifiatio•a maker{ r e each item ton. Use a Separate Sweet of S. Where o*sed, t�0-rD type body tlkall be Ya", wit spocif as dor, win neer. he of the !reach as built plea al the proper time. paper for acls item to be substituted. ddmctd from the contract pries. Is ase of increase an shall thee be II wi 1 Sac\es o[ filter 6 etiapill..y ►trim{ mbNl be 1st ;mew id, flex;bk height a sated is legend a drawmas. a dueled ro loci fell overhand and prof;t will c iaclyded. C. Ordinances and Regulations: All local, municipal and 4. Before the date of the final site review, the P.V.C' material sad tis do I be laid with the state laws, and rules sad regulation/ goversiss or 2. charts descriptive catalog literature, perfornascc perfontiose at the b ctiosa shall be joined relatingto an portion of this work are hereby Contractor Shall transfer all information from the tiara sad flow sheets fee much item t* be Y 'at-built' ►rima to a RIIOTomv4r K similar mYlar Substituted T. drama list t Fiaiaec Any alasrutWes.wbstitmli*o sad deviations from those with auplem shell ON a sliminess slope osatraet dwumemts (plans, calculations, motes,etc.) by the incorporated into and made a part of thea material procured from the city LArDBC.APE ARCH General Coutractor cod/w Owner will require a chaaOe order of 02 perce r the pips hat acrd, the Specificatioas, and their provision shall be carried out treacw Mekfilled with filter to the by tlsc contractor. Anything contain" is these All work shall be i■ waterproof 3. Provide the amount of oat avisµ if the a Hatiar� pips shall d escr red ►mss, Amebodu in rritias from the Owner. All ehaages met be approved by ere N*wN w Cha id with sr it direct iodia ink sad applied to the Saylor by a toc►sical substitute item it approved. Nsliesasl ensnared Istitrte (ANS[), ss►rdmk all 1*eai eersrnins Srtbepitisa specificatiomt shall mot be construed to conflict with pen muds expressly for use o■ mylar mmterial. 41♦ � any of the above rules sad regulstioss or requirements Suck pen shall be similar to those massfactured b of the same. However, whom these specifications and y /. Approval s any ;dem at s substitution or ► Fittings shall be monism ►amt screwed 123 The Engineer or Owner's Authorized Representative is mot 3.07 COMPACTED FILLS TheRapdo{raph, IC shall e Earle or Faber Cattell. alternate is for ide b the bead ct imformetiou eMip/d w responsible for any chamgst or deviations which drar;ett call for or describe materials, workmaaSAip, or pwsd sods. construction of a better quality, higher samdard, or The dile eve as shall fi meds so at to be easily or temples provided by the Coutractor. ars mods at the job site (fieldj, from the original set of A- Unless oobmrwi o specified, fill material shall be readable even a the final controller chart (Sas plass. As the Owner's Authorised Represesativc's mcopc of larger size than is required f the about rales and Section 1.03-C). The original mylar 'wbuilt' pia■ 203 ELECTRICAL (IglOtl VOLTAGE) work does wt Waclo" any wpervisios or construction contest w r Cha soatnetor stun at a moisture regulations, the provisions of these apaifieataN/ sad nwatsat saner the *psimm� moisture contest and to a drawiats shall akc preetdeace. shall be submitted to the Owner's Authorized administration, the Owner and Contractor shall anNmc fall dessity that is mot less them 90% of the maximum dry Represestative for approval prior to the making of A. 09 lsieb douse ides, ial teeeq equipment foron I and Msplma responsibility. density determined ld accordance with ASTM Tat No. controller chart. The owner's authorized S. Contractor shall be responsible for the total awls imil it brei ler sad other sill be provided Notd y y D. Superintendent: 1.13 The +segs, adequacy sed safety of crect;oa bracing, DI557-70t K *tree daseity test ItKtweds that will obtain rcpresentativc will make u approval tee to performance of such substitution to peal or Mawiat !or isrystien syasn will be Kovadd y - --- puivsbsmt results. 1. A superintendent satisfactory to the city■ accuracy of 'as-built' plans, Italy to the readability surpass the original is every respect. sslsema as m•s•Md Booties.) sbwiag, "suporary supports,sec., is the sok responsibility of said plan/. of the contractor, and W moo bets considered by theB. The fill material shell be placed by the contractor i■ Authorized Represestative shall be present ON the 6. If the substitution -71 to be saatisfactory is nsible site at all tines during progress of the work. ion of the cit architect /trretmnl satiserr. The contractor is respo layers that, when ool pected, shall mot exceed 6 isc►es. S. ThContractor shall dimeaa;oa from two the opinContractor shall remove such work for the stability of the structure prier to the appticatiom of Each layer shall be spread evenlysad shall be thoroughly permanent points of reference, building corners, CITY aU Neer wall, roof amid flee. "pwngme and finish materials g Y 2. The S he c n cons a t of shall sot be changed except and replay it with originally Specified item He shall provide the secesaary bneiss to provide stability tsi[*d during the sprnadiy N obtai■ uniformity of with the coeseat of the city■ Authorized Sidewalk,w road iatmrssetiesa, etc., the l*oatiss g Y DE$CRI PTION OF REVISION DATE material is as" layer. Represeatative. of the following itessK (i•tiudisg ioalbstioa) u part of the wort of this �r�ROVED prior Se the applicatW@ *f the •fommestiosed materials. lection. Obotrvsti•s visits te the size by the structural sagis*er shall W C. Willem the moisture contest o! the fill material i/ below ■. Connection to existing water linea ■M iseluds i•mpeetion of the she" items See seetiom 2312 C3. The Superintendent shall be authorized to B The city shall have the CITY OF RANCHO CUCAMONGA that specified by the soil engineer, water shall be added represent the Contractor. by the eostr•et*r until the moisture contest is as b. Cosaection to existing electrical power. sole rupousitem a for accepting eq al to 04 any substituted item as an approved peal to puipment and 1.14 Vibrational effects of meckzmksl eq•ipmcst have not been specifiN' C. Gate valves. materials listed on the irrigation drawings a ad I emosidsrd by the structural sagiaeer. E. Explanation of Drawings: apecifigtioNs. D. When the moisture contest of the fill material is e�Xf that specified by the soil cosiseer, the fill material Shall d. Routiag of spriskler pressure lima 1,15 QaiaiW Than drawings do sot isclude all of the details be aerated by the oostnctor by blading, mixing, or other 1. Due to the scale of drawings, it is not possible to (dimessio• max. IWalas{ forting) 1.06 GUARANTEE for each possible oesditio•, it is the general contractor'/ Satisfactory scrods until the moisture costlnt is as indicate sit offsets, fittings, sleeves, etc., which LANDSCAPE SPECIFICATIONS respossibilWty to co-sedinate ash trade to snore proper tlP"Uiad. may be required. The contractor shall carefully e. Spriskler control valves A. The adcguais for the sprinkler the irrigation System shall insalleties investigate the structural and finished coaditioss be mase in conditions Rodmoc with the tart' ons fora The affecting all of his work and pias his work f. Routia{ *( oostrol wiring. getenl gotsfyioat and Sstof them orio itiow as►d 1.16 After rough fnmis accordingly, furnishing such fittingsetc., as meY SspplsSasaary ttonditione of these apseifiaatiew shall be g contractor shall arrange a pre-construct' E. After each layer has boom placed, mixed, and spread be required to meet such conditions. Drawings, S. Quick coupling valves. filed with the Owner of his reprseeate pri*r te noels with the « he folio evenly, it shall be thoroughly compacted by the are generally diagrammatic and indicative of the h, masters sensors aoaDanos *! the irrigation system. TR/"r..T NO. �.X7�� sabcostn roof winds ildi■g scalasts, contractor to the specified density. Compaction Shall be work to be installed. The work shall be installed i Other related equipmt■t u directed by the Z/ -ZS-9G waterproof 0 tilt is to review accomplished by sheepefoes rollers, vibratory rollers, in such a manner as to avoid conflicts between Owner's Authorized Representative. ��,N�$C�pf APPROVED BY DATE all *f the coedit f that Strr what is necessary to nultipk-w►Kl paeusut;c-tied rollers, or other types of irrigation systems, planting and architectural H. A copy of the uarastK form shall be isclydrd i■ the e ' 2 RC E NO sai■ain the builds w ght condition, and wwo u accepabk oomptain rations and naistesasu manual. g egmipment. Equipment shall be of feature/. 6. ON or before the nae or the foul site review. ape g ��Q�� G�t'"(1ME4o ��y CITY ENGINEER g pact the tilt to C. The guarantee form /hall be retyped onto the naprsmible for each ite subcontractor shall such desk ■ that it will be able to compact the Costracter shell deliver the corrected and Contractor's letterhead std cosai■ the following � e�0 �'� Df SIGN REC `MMENOE tike spocified desait Compectios shall be contiguous 2. The word cit s Authorized Reprueetative as completed PHOTO HYLAR T°T1bK CITY. ra"guarantee hi/ portio c is s waterl;ght coaditi*o, y' Y iafermat;es: V `` ' n for two years. T neral coat has the overall over the satire dna, tad the equipment shall mate used herein shall refer to the city■ authorized Delivery of the Sepw will mot W , -4 R.E.J. --- responsibility that all dsfecu rrected in safficisat trips to ignore that the desired density was representative. relieve the Costractor of the responsibility of s[ motor"" Section 13.2 act the Gas oaditioas. been obtained thimoeut the entire fill. far•ishiag required inform ili*s that essay be tui 3. All work called for on the drawings by notes or omitted from the priata DRAWN 3100 BRISTOL ST. O HNI 1 2 SHE(T Th ritical for the visual consistency of fiat 'tens, details shall be furnished and installed whether w * Sta * --- COSTA MESA, CAL1FONN1A 92626 1 O O! 1 , Its water lightness d the ►rildiag envctopc. END OF SECTION not specifically mentioned is the MocificatiOSL fl < - (714) 540 4700 ,rE�FCAl.1F��� �HEcKED - - NcE No __ _ DRAWING No / R.H. DATE - -- ` E ^nC _ I�.L - -- __. _.. __.__.-_ __- ._.___. -___ --- -. ------ -. _ --- - ------.-___.. - .----- - -. -- - .. --- --- _ __ - ___---. - -----__ _ --------- PROJECT SHE.ET . ,` , _-- moommommm 2.14 DRIP EMITTERS A ACCESSORIES D. Physical Layout: 9. Controllers: Verify exact location with the 1. Upon completion of each phase of work, entire C. Plant materials: ■0 H. Hydro-seeded turf: 3." KXLCUTION Owner's Authorized Representative. system shall be tested and adjusted to meet site A. Emitter shall be of a pressure compensation type with 1. All piping or equipment shown diagrammically on requirements. I. All plant materials shall be healthy, welt- 1. Grass sued shall be mixture noted is the planting 3.01 INSTALLATION i ROCEDURES sit outlets supplyieg two gallons of water per hour, as drawings outside planting areas shall be installed F. Electrical Supply- developed representations of their Species or Island. Exercise care that no seed is distributed nMsd on drawing. inside planting area whenever possible. 9. Low voltage wiring under paving shall be tested varieties, free from disfi{uressssats with well other than where it is specified; that which is, A. Inspection of con,,. tions Examine related work including 1. 115 volt electrical service for automatic for continuity, prior to pavies. developed branch and root systema, and conforming and gemination, shall be removed insider this irrigation and grading of surfaces before proceeding with any S. Emitter shall be housed is as access sleeve (5-1/4 inch 2. Prior to inttallatios, the Contractor shall stake controllers shall be provided for by others. to Federal, State and Gusty laws, requiring is- contract. work and inform I andscape Architect or Landscape diameter and overall height of 12 inches) with top and set all pressure supply lines, routing and location tpectiont for plant disuses and intact Coordinator in writing on conditions which way prevent the outlet ports weds of all plastic material, as noted on of sprinkler herds. 2. Low voltage wiring shall be placed in the same infestions. All plant material shall conform to 2. Apply water by the site irrigation system. Keep proper execution of this work. Failure to report unsuitable drawing. ditch and along side of main linen unless ANSI 260.1 - nursery stock. treat moist, but sot {listening wet, until the conditions will require the Sub-contractor to rectify 3. All layout shall be approved by Owner's otherwise approved. time for the first cutting of grass. Any areas unacceptable work at no additional cost to the Contractor. C. All systems shall be equipped with a line strainer and Authorized Representative prior to installation. 2. Inspection certificates required by law shall sobers aeeM fail to germinate and {row Sotisfac- regulator os the discharge side of valves. Strainer 3. When more than one wire is placed in a trench, 3.06 MAINTENANCE accompasy each shipment, invoice or order for Wrily shall be immediately re-seeded. Dress thall have a 150 mesh screen, a 1/2 inch outlet for 3.03 INSTALLATION tape wires together at maximum 12 feet os stock, sad whom such plant materials arrive at tress of settlement or erwios with a moisture of 3.02 WEED ERADICA I ION PROCEDURES rlrtbies, and shat be installed is a plastic box. center. A. The entire sprinkler irrigation system shall be under site, file certificates of isspeetiom with Forest 50 percent rias send (fres of foreign matter, Regulator shall be type sad size noted on drawing. A. General: full automatic operation for a period of moves days Service. grading net M exceed that of 'nursery seed' as A. Manually remove all existing vegetation and dispose off-site. 4. Provide a 12 inch expansion loop at each prior to say planting. supplied by Consolidated Rock) and 50 percent D. All capillary tubing shall be secured by I inch PVC 1. All plastic pipe and fittings shall be installed in connection and directional change. 3. Tag plant materials with ■ams and size is actor- orgasie amoadmeet and re-seed. Repeat this pro- B. Fertilize all plantt:tg areas with area 350-0-0 commercial (approximately it iecbes beg) located 2 inchs from top complete accord with manufacturer instructions B. The Owner's Authorized Representative reserves the dance with standards of practice recommended by cam mstil laws areas are acceptable to the fertilizer at the rate of 1/2 Ib./1,000 S.F. of pipe. End of tubing shall be equpped with a bus for same, 5. Use a continuous wire bctweea controller and right to waive or shorica the operation period. American Assoication of Nurserymen. Owner's Authorized Representative said Owner. cap• remote control valves. Except as otherwise C. Water all planting areas thoroughly and continuously for a 2. If gasket type pipe amid fittings are used, provide approved, do not splice wire at toy point. All 3.07 CLEANUP 4. Sizes of tree sad shrub Costainers shall be 3. Mow grass, whom reaches 2' in height, to not less period of two consecutive weeks. The Landscape Architect or 2.15 MOISTURE SENSING EQUIPMENT concrete thrust blocks mit each change of direction approved splicer shell be enclosed is as stated on the planting plan. Contaimer stock than 1-1/2 ; during the period of maistetance, do Landscape Coordit,ator shall approve specified watering amid mit terminal points of all rubber gasket piping. A. Clean-up shall he performed as each portion of the shall have grow■ is costaimers for at least 6 not allow the gross to exceed 2-1/4' in height. duration and freq:icocy program designed to germinate all A. Provide two Model AGA, one It' long and one 24' long, acceptable box. i i Block is accord with pipe masufacturer't work progresses. Refuse and excess dirt shall be months, but not over 2 years. Samples shall be Cellnet all grass clippings during mowing residual weed seeds. as manufactured by the Irrometer Company, Riverside, instruction. 6. Each controller shall be provided with separate removed from the site, all walks and paving shall be shown to prove that not root-bound coeditioms operations sad remove from the site. California. ground wire. swept or washed down, and amy damage sustained to prevail. No container plants that have cracked D. Discontinue watering process for 2 days. Then apply 'Round- 3. Line Clearance: All lines shall have a minimum the work of others shall be repaired std work returned or broken balls of earth, when taken from con- up' by: MONSANTO according to manufacturers 1. Provide low voltage wise to each remote control clearance of 6 inches from each other and from to its original condition. 4. Maintain law■ edges tiom mat to walks and build- G. Automatic Controller: i tainert shall be platted, except upon Special Specifications if perennial weeds are apparent. Apply no inµ in ■ tett ootditio■ until the acceptance of calve controlled by sensor. gimp of other trades. Parallel lines shall not be approval. water for a minimum of 4 days following application of installed directly over one smother. 1. Install at r ' 3.09 OPERATING INSTRUCTION weed killer. 2.16 VALVE BOXES De eke work. If kstdsr board is not specified, all manufacturers instruction. Remote 5. Do not prune, prior to delivery, except by lawn shapes as indicated o■ drawings shall be control valves shall be connected to controller in special approval. achieved by shovel cutting after first wowing of numerical sequence as Showa me the drawings. A. The Contractor shall be required to train Owner's A. Valve bora shall be feathered from a durable plastic B. Trenching: H. Flushing of System: maintenance persoatel in proper operation of all major lawn. 6. pants shalt be subject to inspection for size, E. Allow sufficient period of time to insure that all weeds are material resistant to weather, sunlight and chemical equipment. Provide written evidence of the person or dead. Follow herbicide manufacturer's directions. action of toils. 1. Excavate trenches to required depths. Follow persons so trained to the Owmer't Authorized variety, condition, latent defects and injuria, S. u not allow workmen to walk to seedIowa areas q I. After all new sprinkler pipe liner and risers are at place of growth and at the project site at any unnecessarily before, /urine or after seeding approved layout for each system. in place sad connected, all necessarydiversion Representative. F. Water all planting areas thoroughly and continuously for a time before or during progress of work. Remove otsKratiest. Recrltivtte and re-seed dame e1 or rind of 3 weeks. A shorter watering period y ■. The valve box cover shall be secured with a hidden work has been completed, and prior to installation g pe g pe od ma be latch mochasism or bolts rejected plants from the project site immediately compacted lawn treat at else gob contractor' 2. Trench bottom shell be flet to ensure piping is of sprinkler heads, the control valves shall be permissible at the discretion of the Landscape Architect or and replace with acceptable materials. etpstse. D END OF SECTION Landscape Coordinator or his pest control advisor. supported t:oatieuously on an even grade. opened and full head of water used to flask out C. The cover and box shall be capable of sustaining a Discontinue watering process for I day prior to the second the system. 7. Protect all planer from dant{c by sun, wind or 6. Take sufficient measures to insure the lawns Wed of 1,500 pounds. 3. Where lines occur under paved areas, consider 2. Sprinkler heads shall be installed only after application of the herbicide spraying. Reapplying the spraying D rail at all times before plastic{. against type of resulting from pedestrian traffic. operation with s straight contact weed killer according to pest dimension to be below the tubgradc. flushing of else system has bee accomplished to If any type of barrier is r■ud it shall meet with D. Valve box erteasions shall be by the same the complete satisfaction of the Owner's SECTION $2483 i. Substitutions will not be permitted except that, the approval of the Owner's Authorized control advisor's recommendations. Allow a minimum of 4 manufacturer as the valve box. 4. Provide minimum coverage at follows: Authorized Representative. if proof is submitted that any plant Specified is Representative. Repair all damage to tbs lawas days without irrigation for effective final week kill.' (in use of coaflict with any code local, county or PLANTING OPERATIONS not obtainable, a proposal will be considered for before asoeptsnce will be made. state) the most stringent shall apply. 1. Sprinkler Heeds: use of the nearest equivalent in size or variety G. Clear all desiccated weeds from the slope to the finished E. Gate valve boxes shall be round plastic boxes with bolt with an equitable adjustment of contract price. 7. Acceptance of lawn areas will not be made until grade. a. Pressure &uDD1Y lines (2 inches and smaller): 1. Install the sprinkler heads as designated on the 1.00 GENERAL All substitutions will be sub' dews covers, AMETEK or approved equal. subject to Owner's lawns have received their second mowing and all I9 tneYu drawings in accordance with their respective H. Mater all planting areas thoroughly and continuously for 3 i Autkoriud Representative's approval. bare sped have been re-seeded and larmieaties F. Remote control valve boxes shall be rectangular plastic detail. 1.01 DESCRIPTION has takes plans on all re-Seeded areas. Ile re- consecutive days to saturate upper layers of soil prior to b. Pressure supply lines (2-I/2 inches and hydro seeding operations. beret, AMETEK or approved equal, with bolt-down r 24 inches 9. Planet shall have beta grown under climatic con- tpeesibk lowest mainteeanex of wuntil accap- eoven lar marked with the valve idemtificatiom number ge k 2. Spacing of heads shall not exceed the maximum A. Finish grading and shaping of surfaces to receive ditioss comparable to those of the subject site, tenet; this maisteass" beim{ part of the instal- stenciled in 2-imch high kturs/mumbers using AVERO indicated on the drawings. In no case shall the platting. unless otherwise specifically approved by the lation contract, and bearing me relstiom to a C. Nw-pressure tient 12 inches spacing exceed the maximum recommended b the 1. Allow planting area soil surface to dry out for one day only black. No. 206M paint, or approved equal. t Y Owner's Authorized Representative. 'maietsnascs period.' prior to the hydros.cding application. Exercise care to not manufacturer. B. Soil conditioners for planting areas and backfill mix d. Control wire: 18 inches allow the soil surfa�c to be super saturated with water prior G. Twenty-four volt splice box shall be AMETEK 12' : for trees and shrubs. 3.1114 EXECUTION J. Pruning: to the hydro-seeding installation. At the same time the toil It' plastic meter box marker 'S.B.' with sanest paint J. Valve Boxes surface should not tic cont dry. There should be some C. Drip tubing: 12 inches C. All lent materials. 3.01 INSTALLATION Trues minimum necessary to remove injured twigs and residual moisture within else first 1/4' o[ else soil surface. and calor as in 'F• above. D 1. All buried valves and equipment shall be installed brsochsa, deadwood tad tuckers. f. Capillary tubing: 6 inches with a proper 2.17 BACKFLOW PREVENTER - as indicted os drawings installed p Der box. D. Staking and guying. A. Commence work within five days after ■otiCication by J. Begin they hydro-seeding operation on all areas at specified. per code. the Owner's Authorized Representative and conduct K. Clea■ up: C. Backfillimg: 2. Fill area under box with a minimum of 3 cubic E. Turf seeding and sodding. operations continually to completion unless weather K. Owner may shorten weed abatement period if deemed feet of pis gravel before box is installed. conditions arc unfavorable. 1. During the course of the work, remove surplus accessary. 3.0$ EXECUTION 1. Buried pipe i■ trenches shall be center loaded F. Pruning of tract and shrubs. materials from the site sad leave premises is a only until all required tests are performed. 3. Identification tags shall be attached to each B. Site clearance: Clean up and remove from the planting not and sine sasditioa• Trenches shall be carefully backfilled with the remote control valve, showing cumber that G. Maintenance of all planti■ areas weeds Sad 3.01 SITE CONDITIONS i 8• grasses, including roots, and any excavated materials approved for backfilling, 3.03 MAINTENANCE PERIOD corresponds with controller sequence. Tags shall mirror accumulated debris and rubbish before cowmcaciag 1. Clare up and remove all remaining debris tad tur- eoasistiag of earth, loam, Sandy clay, mind, or be manufactured of polyurethant Behr Desopaid, H. Guarantee. work. Eristcace of major amounts of debris shall be A. All sated dimensions are approximate. The Contractor plus M4Kiak spun eowpletiomi of cork, leaving A. Upon completion of hydro-seeding operations, maintain all Myer approved materials, free from large clods of y 9 D shall check and verify all size dimensions and receive yellow i■ color with black letters 2-3/1 inches by called to else attention of the Owner for removal. lis neat and clean. y earth or stones. Backfill shall be mechanically hydro-teedias areas for a period of nae year at follows: Owner's Authorized Representative's approval prior to 2-1/1 inches. 1. Related work specified elsewhere: y density C. proceeding with cork ruder this section. compacted in landscaped areas to ■ drStorage: Secure permission from the Owner to venue ;. Remove all tap, labels, nursery teaks and tip 1. Irrigation system: equal to adjacent undisturbed soil in planting 4. All boxes shall be permanently marked on top, Underground sprinkler system. B. Exercise extreme care in excavatio and workingnear areas. Backfill will conform to adjacent grades plants on from project site, sod cmrurc that they are from sU plants. g dips, Sunken areas, humps or other surface designating type of equipment installed therein, protected from dams{c by nut, raga, wind and without di a. Germinucion stage irrigation: Approximately 24 existing utilities. Contractor shall be responsible for stenciled in 2' high black letters/numbers using construction work. Yours at to hydromulchin the plaetin areas, damages to utilities which are caused b his operations irregularities, s i 1.02 INSPECTIONS i t Y De AVERO black, No. 106M paint or approved equal. initiate the watering sequence. Leave the water sir neglect. Check existing utilities drawings for D. Finish grading of planting areas: Grading shall be on long enough to moisten the soil thoroughly to saisti■ utilityIocatioms. 2. A fine granular material backfill will be initially A. Inspections will be made by the Owner's done as indicated on the Grading Plans and as follows: g placed on all lines. No foreign matter larger than K. Drip Tubing: the depth of the slurry mulch teslas care not d t i representative. Contractor shall be o■ the site when toper saturate or wash away the slurry sad seed. 1/2 inch is size will be permitted in the initial inspections arc wade. Re ins C. Coordinate iastallatio■ o! sprinkler irrigation materials 1. Use P.V.C. flex cement to weld flex tubing to rigid quest sanction by I. Do not work the soil when moisture content it so SECTION $2483 Perform frequent, light irrigation until need Yu baekfilLtelephone at least 2 working including pipe, to there will be NO intcrCerence with . . .P.V.C. fitting. D i dtyt is advance of date {scat that excessive compaction will occur, nor gsrwinatcd. Repair all ■sod washing or erosion. utilities or other construction or difficulty is planting desired. If the work is not ready for inspection when when it is to dry that dust will form or clods HVB�O-SEEDING 3. Flooding of trenches will be permitted only with the inspector arrives, Contractor shall for the will not readily brtak u trees, ahrrbt, and ground covers. 2. Tape all opo■ cods of tubing during construction. lay y p b. Establtst�tttcnt stage irrigation: After germination, approval of the Owner's Authorized inspector's visit. LH GENERAL reduce tttc irrigation frequency while increasing time Rupreseatstivs 2. Remove and dispose of all soil in planting D. The Contractor Shall carefully check all grades to 3. Cut all coags{ with lather-type Victor pipe cutter. p 8 areas duration of each watering. The specific watering satisfy himself that he way Softly proceed before Do not use a saw. B. Inspection is required for the following: that contains any deltttrious substance such as: I.0I DESCRIPTION program shall be approved by the Landscape seaming work me the Sprinkler irrigation system. 4. If settlement occurs and subsequent adjustments oil, plaster, concrete, gasoline, paint, tol- Architect or apt in pipe, valves, spriekler heads, lawn or planting, 4. Installation of hole for emitters shall only be I. Upon completion of gradin{ and soil conditioning vents, etc., removing the soil to a minimum depth A. Slops scarification La approximate waterie{ esu a day for 90 days. Coordinator, but should 3.02 PREPARATION N other comstruetion arc necessary, the Contractor accomplished with tool punch as manufactured by prior to plastid. of six inches or the the level of dryness in the B. Weed eradication eri shall maks all required areas. The affected soil shall be re- C. Hydro-seadisg uirsd adjustments without cost to the maker of emitter. C. Hardening off stage irrigation: At the end of the A. Water Supply: the Oweer. 2. When trees and shrubs are spotted for planting, placed with native or imported soil as required. D. hristosenoe 90-day establishment period as determined by the 5. If temperatures are in excess of 90 degrees F., fill but before planting holes are excavated. The Contractor shall be responsible for any Landscape Architect or Landscape Coordinator, 1. The contractor shall coordinate with appropriate D. Trenchingand Backfill Under Pavia tubing with water before punching holes. damage to installed plants caused by such 8: { { reduce the watering duration of the water water district the installation of water meter and 3. When plaatieg, and all other specified work, substances. 2.W PRODUCTS sufficiently to allow for maximum water penetration MY all costs iterrred. 1. Treechp b 3. If an arca to be landscaped is not acceptable to located under trete where paving, 3.04 TE.vIPORARY REPAIRS except the maintenance period, has been 2for the expanding root system, while at the Some .01 MATERIALS asphaltic osserete or concrete will be installed completed. time taking care not to cause erosion. The precise 2. Sprinkler irrigation system shall be connected to the Contractor, he shall notify the Owner's i Y shall be backfilled with mind (a Ryer 6 inches A. The Owner reserves the right to make temporary watcritty, reduction program shall be determined by water supply points of connection as indicated on below this pipe amd 3 inches above the pipe), and repairs as necessary to keep the sprinkler system1. At end of 90-day maintenance period. Authorized Representative and Owner in writing. A. Equipment shall have ■ built in agitation system sad the Landscape Architect or Landscape Coordinator. Operating usposity sufficient to agitate,the drawings. compacted in layers to 951 compaction using equipment in operating condition. The exercise of this t ate, suspend and 1. Prior to start of finish grading, loosen all boNA4Ps* rdy mix a Slurs containing moanal or mechanical tamping devices. right by the Owner shall not relieve the Contractor of Y 8 not lest than 20 kilos d. Final dctcrmtnatioo: Watering requirements will be 1.03 GUARANTEE planting areas to a depth of i'. Finish grades (44 1ba.) of w mukbie plus fertilizer his responsibilities under the terms of the guaraetec as Mm1K { amendment determiucd by the Landscape Architect or 3. Commectioas shall be made at approximate Tromc►p for piping shall be compacted to equal herein specified. shall allow for addition of soil conditioners. $homiest solditives amid $WiM rot inch I" palwas of water. Landscape Coordinator upon completion of the 11 locations as shows on drawings. Contractor is the compaction of the existing adjacent A. All trees, shrubs sod plant material leu than IS months. respossible for minor changes caused by actual undisturbed soil and shall be left flush with the 3.05 FIELD QUALITY CONTROL S. Maks minor {rade adjustments at directed by the B. Agrsfarw low* Y. h1 iron), as wanufsetursd by Sierra sits Conditions. gallon size tY■II be guaranteed for S period of one Owmer't Authorized Representative. CLNsiael Costgtasy, Nilpitat, California. 2. Fertilization. F crtilize all hydro-seeded areas with an sd*mimg grads. The Sprinkler Irrigation year; IS gallon sizes and larger shall be guaranteed Costraeter-sball set in place, cap, and prcuure A. Adjustment of the System: fora period of one the start ctt,c mains fertilizer beginning ti days from pe year. All guarastise periods com- 1. Layout is diagrammatic routs pipe to avoid any asst all 6. W►ere derigeed drainage menet a■ obstruction, C. CNlmloss Fiber hlrlaY 1500 lbs./AC. the start of tt,c maintenance period and continuing once piping ruder paving prior to the paving mence from the time of final acceptance by the existing obetrrcssiosS not noted on planta warp {rads so that to water collects. every 90 days until completion of the one year work 1. The Contractor shall adjust all sprinkler heads Contractor at the successful completion of the and valves for optimum performance and to D. Commercial Fertiliser shall have 12 nitrogen and 12 maintenance period. S. Coordis■tc location of sleeves maiateetmee period.ver under paving to 2. Piping under sxistias walks is generally dont by prevent as much is possible any overspray onto 7. Use water trucks and sprinklers as required to Phosphoric Aeid, 12 PotatY. Fertilizer stall be {ranular, accommodate system. control all airborne dust caused by grading umiform in competition, dry and free flowieg. Mµ shall be 3. Weeding: All concentrated developments of weed growth jacking, boring or hydraulic driving. Any cutting walks and roadways. No spray is permitted on B. Replace, as won am weather permits, all dead plants or breaking of sidewalks and/or concrete necessary buildings. and all plants not i■ vigorous condition as noted operatioes. labeled with specific NPK Rating. appearing in the blasting treat during the B. Observation Schedule: maintenance periodod shall be removed at 30-day intervals, skill be performed by the Contractor and paving during the maintsmance period. i. Finish grade all planting areas to a smooth and E. Urea 3544 sonsmsrtial fertilizer. Sub-contractor may elect to remove such concentrations replaced at a part of the contract cost. 2. If it is determined that adjustments in the 1. Contractor shall be respoetiblc for notifying else even condition, making certain that to water of weeds manually or by an approved herbicide program Permistiom to ort or break sidewalks and/or irrigation equipment will provide proper and more C. Plants used for replacements shall be same kind sad ee Owner's Authorized Representative is advance for ���, pockets or irregularities remain. Remove and F. Sdwix for 90 days or until acceptance. ,,W concrete shall be obtained from the ., s adequate coverage, the Contractor shall make such size as oranteurn originally planted. They shall be fished, else following observation meetings, according to dispose of all foreign materials, clods and rocky Authorized Representative. No hydraillic driving adjustments prior to planting. Adjustments may planted gad fertilized as specified said guaranteed. 1►s time indicated: over one and orae-half imc►es in diameter within G. Slops alabiket chemical shall be Borden Soil Stabilate will be permitted under asphaltic concrete paving. include changes in nozzle sizes or degrees of arc, three inches of the surface. Provide that grade Polymer M memufsetured by Borden Chemical Cowpony (213) 3.06 COVERAGE AND ACCEPTANCE a. Pre-job conference - 7 days as required.3. Coordinate installation of piping and wires under 1 01 which, after conditioning and pleating, is 1-I/2' 726- 616, or foil Beal Polymer Plastic Soil Stabilast as QUALITY ASSURANCE below the tops of curbs and walks, sloping to maNfaetwmd by Posifie Architects ! Engineers (213) 381-5731. A. Minimum coverage: Final acceptance will be given at the paved areas with General Contractor. 3. All sprinklcr heads shall be set perpendicular to b. Pressure supply line installation and testing - drain to adjacent roadway, drain Swale or catch end of the one year period once 80 percent germination and 49 hours finished grades unless otherwise designated on the A. Nursery: Company specializing is growing and basin. H. All Y drsslurr components plant establishment has been obtained, as determined b the 4. The iutallimi comtractor may (but is not required plans and at height and distance from walks, cultivating the plants specified is this Section with Y Y r ponestr shall be i■ tccordaace with Y so) install sleeve for future installation of water buildings, etc. as noted. minimum three (3) years documented experience. hsrtieuitrrsl toga report. Landscape Architect or Landscape Coordinator. C. Automatic Costrolltr installation - 48 hours 9. All rocks or unbroken mil clods over 1-1/2' dia- lion sad wird, sullen otherwise notes. meter brought to the surface shall be removed B. Final approval and acceptance will be given in writing by lite d. Control wire installation - Ii hours ' B. Installer: Company specializing in installing and from the site. Landscape Architect or Landscape Coordinator following a E. Assemblies: B. Testing of Irrigation System: planting the plants specified in this Section with fiatl acceptance inspection. The Laedsape Architect or minimum three (3) years documented experimecc and C. Lateral line and sprinkler installation - 4i F. Platting shall be done at follows: Landscape Coordinator reserves the option to extend the hours 1. Routing of sprinkler irrigation lines as indicated on I. Test all pressure lines under hydrostatic pressure approved by nursery. the drawingsis diagrammatic. Install lines (and maistesamce period if he determines the project warrents i of 150 pounds per square inch, and prove 1. Determine location of trees and shrubs by scaling further mistenance to fulfill the 60 percent ooverage that it carious assemblies) is such a manner as to conform watertight.f. Coverage test 4i hours with the details per plans. i 2.00 PRODUCTS from Planting Plans. Obtain approvals from Owner required by contract END OF SECTION and City prior to planting. g. Final site review - 7 days 2. Testing of pressure main lino &hall occur prior to 2. Install NO multiple assemblies in plastic lines. installation of electric control valves, quick 2.01 MATERIALS Provide each assembly with its own outlet. couplers or an other equipment 2. Spot containers, and obtain approval from the 2. When observations have been conducted by other D Y p est that might t:IT`f'y Authorized Representative before than the Owner's Authorized Representative, show prevent a proper test from being performed. A. Topsoil: Existing soil on the site shall be used as excavating pits. evidence is writing of when and by whom these 3. Install all assemblies specified herein in topsoil for planting purposes insofar as possible, but aceordanoe with respective detail. In absence of DESCRIPTION OF REVISION DAT[ CITY were made. 3. All piping under paved creat shall be tested under shall be fret of debris, oil, weeds or otter foreign MAOVtO detail drawings or specifications pertaining to hydrostatic pressure of 150 pounds per square inch, matter. Contaminated soil shall be removed and re- 3. Excavate pits with vertical sides for all plants. WMIiiiiiiiiA 3. No site observations will commence without as- specific items required to complete work, perform and proved watertight, prior to paving. placed with acceptable existing soil or imported soil. Pits than be twice the diameter and 6' gallons RANCHOJ built drawings. la the event the Contractor calls Such work is accordance with best standard than else ria;;conmer 15 root ball up to IS gallonCITY �l/B CUCAMONGA for a site visit without is-built drawings, without practice, with prior approval from Owner's 4. Sustain pressure in lines for not less than 2 1. Imported soil shall be sandy textured. Silt plus size material; for IS gallon size and larger, completing previously noted corrections, or without Authorized Representative. hours. If leaks develop, replace joints and repeat clay content of this toil shall be not greater pit: shall be twice else diameter and else same preparing the system for Soid visit, he shall be test until system is proved watertight. than 15 percent by weight. The boron content of depth as container or root ball. responsible for reimbursing the Owner's Authorized 4. T.V.C. pipe amid fittings shall be thoroughly this soil shall be not greater than 1 part per 4. If planting pits arc cut with power auger, ver- Representative at his current billing rates per eleamed of dirt, dust sod moisture before 5. All hydrostatic test shall be made only in the million as measured on the Saturation extract. tical sides of pit shall be additionally broken hour, portal to portal, (plus transportation costs) installatiom. Installation and solvent welding presence of the Owner's Authorized The sodium absorption ration (SAR) shalt not ex- with balling bar or spade to interrupt continuous LANDSCAPE SPECIFICATIONS for incosvesiesu. No further site visits will be motbods shall be u recommended by the pipe and Representative, or other duly authorized teed 6.0. The electrical conductivity (ECE) curve influence on root devetopmeet. scheduled until this charge has been paid and fitting masufsaorer. representative of the Owner. No pipe shall be shall not exceed 3.0 millimhos per centimeter at received. completely backfilled until it has bees inspected, 25 degree celsius. Is order to ensure 5. Plant material shall be planted in such a way 5. On P.V.C. to metal eomnections, the Contractor tested and approved in writing. conformance, Samples of the imported soil shall that after settling, the crown of the plant bears C. Final Observation Prior to Acceptance: shall work this metal connections first. Teflon be submitted to Soil and Platt Laboratory, Santa tape or approved equal shall be used on all 6. Furnish necessary force pump and all other test Ana (Tclspkone: 714/ 559-8333) for analysis else name relation to finish grade that it did to �0���p$C�� 1. The Contractor shall operate each system is its threaded P.V.C. to P.V.C., and on all threaded equipment. the correct i■ the container. P.V.C. to metal iota. Light wrench pressure is prior to etc. Results of teethe$ shall be Q` �'k3' HLrE �'9 entirety for the Owner's Authorized to t delivered to the Owner's Authorized _ _ all that is required. Where threaded P.V.C. 7. When the sprinkler irrigation system is completed, Re 6. Form shallow Danis around edge of plant pit. � 4 Representative at time of finial observation. Any Representative for approval. �� items deemed not acceptable by the Owner's eoameetions are required, use threaded P.V.C. perform a coverage test in the presence of the � � '� APPROVED 8y-: QATE: l/-�5 Authorized ReDretative, or not is compliance adapters into r►icy- the pipe may be welded. Owner's Authorized Representative, to determine if 7. Grade arta around plants to finish grades and y B. Fertilizers and soil conditioners: dispose of excess soil. cc ,1L.J � CITY ENGINEER2ALAR.C.E. NO.-2 �-_ with these Specifications said drawings, shall be the water coverage for planting areas it complete reworked to Ike Complete Satisfaction of the 6. Install backflow assemblies in shrub areas at and adequate. Furnish all materials and perform 1. Fertilizers and soil conditions are to be S �, tett minimum bei t permitted b local code. all work rc uired to correct an inadequacies i. Stake or guy all new trees indicated to be staked * 70 DESNN REC MFt Owner's Authorised Represeetative. fY Dt Y q y equacies of manuftcturd by Gro-lower sed applied is 7k va" due to deviations from plans, or where accordance with a soils rs or guyed on plaint material legend i■ tccordaace �It port to be provided by with details Chown oe the drawings, R'E'`f' 2. The Contractor shall show evidence to the 7. Quick coupling valves: Unless otherwise the system has been willfully installed as the Contractor and prepared by: Soil and Plant tel' \� Owner's Authorized Represeetstive that the Owner indicated, lsate valva within 12 inches of indicated on the drawings when it it obviously Laboratories, Santa Amt, California. All $MEET hardecaps. inadequate, without bringing this to the attention fertilizers shall comform to F.S. 0-F-241 'l4cOF 1`i��� DAAwN 3100 BRISTOL ST. S( !TE 100 il has received all accessories, charts, record i e AL COSTA 4ESA, CALIFORNIA 92626 drowiaµ, sad egripmeet as required before final of the Owner's Authorized Representative. This fertilizers, mixed and commercial. _ S. Tru irrigators: Locate at each tree. Install as test shall be accomplished before any {round cover (711) 510-4700 Of obuervatiom can coeur. sa isdiated as drawings, including vents, filter, etc. is planted. CHECKED RCE NO OAAtMtN6 NO THE 'GREEN BOOK' FOR PUBLIC WORKS PROJECTS SHALL BE USED W CO&k)NCTION MTH THESE SPECIFICATIONS. R.H. DATE 4M - FILE NO .1�1-7-4 PROJECT SHEET NO. �5 ;� OF '--s- . D'1 'LC 1 VOWN"o ANDSCA A 0 IT CTU A ANS MR . KEN WUH PANDA DEVELOPMENT INC . POR STREETSCAPE CN 1028 WESTMINISTER AVE. VINTAGE DRIVE ALHAMBRA, CA 91803 626/300 - 898 TRACT 13812 LANDSCAPE MAINTENANCE DISTRICT NO. 7 VMWN MAP GFk9 AL NOTES 90TX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-1 TffLE SHEET WILSON 24TH ST. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L—Z IRRIGATION PLAN PROJECT DAMAGE INSURANCE AS REQUIRED BY LAW. LOCATION 5• CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L-3 IRRIGATION PLAN SUMMIT AVE. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL L-4 PLANTING PLAN VINTAGE DRIVE j RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS L-5 PLANTING PLAN HIGHLAND AVE. HAVE BEEN APPROVED BY THE CITY ENGINEER. 8• SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT L-6 PLANTING ,IRRIGATION DETAILS W WIDE FLAT AREA AT THE TOE OF SLOPE. i 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-7 DETAILS AND NOTES 0 3 ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF—OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-8 SPECIFICATIONS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER N.T.S. COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. VICTORIA ST. 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 — 438 — 0525. 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: * BETWEEN CITY—MAINTAINED TURF AND CITY—MAINTAINED SHRUB AREAS — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED TURF AND ANY PRIVATE—MAINTENANCE — 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY—MAINTAINED G.C. AND ANY PRIVATE—MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE — 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. k AP ffEW {n= FF� KV 14. PUBLICLY—MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: O% T� IY� !�.[�`�� IIRf1r * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. I * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. LANDSCAPE ARCHITECT CIVIL ENGINEER * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ED SIRIBOHDI CROUSE/BEERS 8c ASSOC. 320 NORTH STONEMAN AVE. UNIT B 17000 HAMNER AVE SUITE 104 SST L—ZL-4 � ALHAMBRA, CA 91801 NORCO , CA 91760 0. 626/308 - 0502 909/736 - 2040 - �lN.T.S. �fAPE Ou � CVCA 1 4 \ \ O O " " } TOTAL S.F. OF NON—TURF LANDSCAPE AREA 34_,707 — TOTAL S.F. OF ROCKSCAPE AREA —_ 152954Crry —__-- . TOTAL S.F. OF SIDEWALK 17,442 DESCRIPTION OF REVISION DATE A I NAWM Ft_ 'V� AWA I TOTAL S.F. OF ALL AREAS —_68,103 4.4 171 C17Y OF RANCHO CUCAMONGA •II � TOTAL ACRE 1.5 O TOTAL L.F. OF CITY MAINTAINED WALL ---3,505 __— '�.� TITLE SHEET TOTAL STREET TREES(VINTAGE DRIVE) —1 32___—_ \ LANDSCAPE ARCHITECTURAL PLAN FOR VINTAGE DRIVE Botanical Name Common Name Size Quantity TRACT W12 Brachychiton Acerifolius AVepTt ALTA► 4 FLAME T2EE 15 GAL. 64 = Cercis Occidentalis Western Redbud 15 GAL, 23 APPROVED BY: DATE:'� �'� 1 ��'� � �� � � �;,�.�-�% �� / �, ,,� RCE: 24853 Lagerstroemia Indica Crape Myrtle — CZE 15 GAL. 37 p llosc CITY ENGINEER DEQ 27 Prunus Blireiana NCN 15 GAL. 8 �'} �0 9� �� Es ^EDu SIRIBOHDI �U. DRAMN LANDSCAPE ARCHITECT nor...202 ES 320 N. Stoneman Avenue Unit B T Alhambra. CA 91801 L-1 0F 8 sf .�_ fA26/ 3,D8-9502, 9lF OF C A�� CHECM ,:orf.ES RL NO 9W ORA" NO. DATE FLENo _ 1y17- L SHEETS OFA 1 PRESSURE CALCULATION WATER METER QUANTITY SIZE ITEM P.SI. LOSS PRESSURE TO OPERATE HEAD 30 STATIC PRESSURE HIGH 135 LOW 130 2" WATER METER 0.00 TOTAL PRESSURE REQUIRED(65.98 + 15.0)=80.98 SOURCE OF INFORMATION 2-PRESS. REGULATOR(FALLOFF) 3.00 CUCAMONGA WATER DISTRICT (CARLOS FIMBRES) LOWEST STATIC PRESSURE AVAILABLE 130 PHONE NUMBER 2"R.P. BACKFLOW DEVICE 13.00 909/987-2591 PRE-SET REGULATED PRESSURE (IF REQUIRED) 80.98 1 -1/2"FLOW METER 0.80 DATED OF INFORMATION CITY REQUIRED RESIDUAL WATER PRESSURE: 15-20P.S.1. 01/10/2000 1 -1/2-MASTER VALVE 0.75 SET PRESSURE REGULATOR TO 80 P.S.I. CONCTRACTOR TO FIELD ADJUST REMOTE CONTROL VALVE A-9 2-1/2" GATE VALVE (S) 3.00 AS NECESSARY MAXIMUM DEMAND 24 G.P.M. 1170' 2-1/2"MAIN LINE 2.00 ELEVATION OF HIGHEST HEAD PRESSURE AT RCV 40 P.S.I. 1 -1/4-RCV ASSEMBLY 5.40 11 ' 1 -1/2"LATERAL LINE LOSS 0.20 1 10 ' 1 " LATERAL LINE LOSS 0.25 90' 3/4"LATERAL LINE LOSS 3.40 I FITTINGS LOSS (10%) 3.18 I ELEVATION CHANGE (+ -) 1 .00 I TOTAL SYSTEM LOSSIES: 35.98 1232SF 2029SF . 1-1/4' 1-1/4• W 24. 23. LOT 115 I A21 ! 24 2 LOT 110 LOT 1 1 1 1 19S 1 " LOT 112 LOT 113 LOT 114 17 QSF 1-1 4• 102SF 2029SF ! - LOT 1 18 / 1 LOT 116 LOT 117 Q 19.0 27. 19.2 U Z 4 " /4. 3/4 1• ie i/4. 1 1/4 1 1/4• i' r - -- - _- -- - -� -- - - - 7. -- - - 3 4 31'47 • ( jV - ai - 4 - 3 fir- r. 1 t 374 3 '4• 1" a -__�- _ ---- _ - - - - - - _jw 'L O- -- _ - - - -�-_ - r - - -3/4 - - - -- _ d`e - �' s. e .1� ��+-ice-. T � � _ � .�0 1-1/2" SLEEVE 1 1/4' - - - - - - - - - - - - - - - -- - - 2 1/2' (-21/2- � � - J 2 1 2' ;< �2- _ _ _ _ _ VINTAGE DRIVE _ _ - - - _ 23 4+00 + - - / 2 1.4% _ �G. 25+00 G 25 61 26+00 �G _ 2'�00 ��- - �� 11/4- 2' ��. ,,� 28+00 1.4.1• _y r - - - - - - - -1 - - - - - - /4• y 21/2' \ - - - - - 2 1 a - R: 6 DIA. LE EVE a - 4\� �K3 4 - -, - 1`° �\ ` .,J Jdr \�4 3 a 4• RE LEEVE - _ ;._ _.3/ - - _ _ _ ? '/ 3/4. _ PVC �. a• t�2 - � _ s• � A.) 30+ _ (50 U 2 1 M892SJ 3 4/A19 3/4' 34 3/ / 978SF / LOT 122 1 LOT 133 4 v 16.4 3/4 3/4' LOT T , O 3'a�_ l 134 ill U A18 / 1466S Al 1-1/4' " 732SF < 23. • 16.4 D E RAL LE T U RRAiON MATEGN1 2 3 4 J __ O O O O PLANTING AREA Q SYMBOL STATION PER EACH VALVE u'"1 Q H F VARIES MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS CITY STD. DETAIL NO. NUMBER - Al / VALVE SIZE- 1 1680 SF ® 1s.o -GALLONS ' 1812- AM-PR -1 H F VAN® ® RAIN BIRD S S OQ, 40,.80,.70,1.6,1.2 30 10 FT. 539 PER MINUTE . = RAIN BIRD 1812-SAM-PRS-8Q,H,VAN .20,.40,.70 30 7 FT. 539 VALVE DESIGNATION GUIDE IRRIGATION NOTES / 1. ALL LATERAL LINES SIZE NOT SHOWN SHALL BE 3/4" DIAMETER 2. LOCATE IRRIGATION CONTROLLER BEHIND SIDEWALK. FINAL LOCATION SHALL BE t RAIN BIRD 1812-SAM-PRS-I5EST, SST-PCS-0400.40 30 4 BY 16 539, SPACE AT 8 O.C. DETERMINED BY THE CITY REPRESENTATIVE. 3. AUTOMATIC CONTROLLER SHALL BE CONNECTED FROM 110 V. POWER. ■ RAIN BIRD 1812-SAM-PRS-15 EST, 6ST-PCS-060 0.60 30 4' BY 20' 539 WATER METER INFORMATION POWER TO BE SUPPLIED BY SCE AND C0o?,P1" _rEO A"0 PA1P POINT OF CONNECTION TO EXIST. 2" WATER FoR 8Y ik Cot,iT12AC"fok.' METER. THE CONTRACTOR SHALL INSTALL WILKINS M P.O.C. EXIST WATER MET R VERIFY SIZE LOCATION AND STATIC WATER PRESSURE ❑ 2 E E SERIES #500 AND SET TO PRESSURE TO 80 P.S.I. FEBCO 825-Y-A-BV 2" R/P BACKFLOW PREVENTION ASSEMBLY W/STRONG BOX ENCLOSURE, MOD. NO. SBBC-45-AL 517 SYSTEM MAX. DEMAND 36 G.P.M. SYSTEM MAX. PRESSURE DEMAND SJ P.S.I. O RAIN BIRD 33DNP QUICK COUPLER VALVE 535 AVAILABLE WATER PRESSURE 13Q P,5.1. RAIN BIRD EFB-CP PRS-B SERIES BRASS REMOTE CONTROL VALVE SIZE PER PLAN 520 SOURCE: RANCHO CUCAMONGA WATER 909)483-744 SCALE. 1v 30 D SUPERIOR 3100 NORMALLY OPEN DIAPHRAGM GLOBE VALVE MASTER , SIZE 2" 520 OCCALSENSE 32 STATION MODEL ET-1-32 DR TP 110-TP-1 WITH ANT 1 ANTENNA PORT IRRIGATION CONTROLLER INSTALL 522 INSIDE A STRONG BOX ENCLOSURE, MOD. NO. SB-24-SS/120V SHEET L-2 DESCAIPT/ONOFREV00fV DATEAPPROVES NIBCO T-585-70-66 (1 -1/2- OR SMALLER) 2" USE WATTS 403-RT-RW SERIES 516 CITY OF RANCHO CUCAMONGA O CALSENSE CALSENSE FM SERIES (1 1/4") K l WILKINS 2" WILKINS SERIES 500 WATER PRESSURE REGULATOR PLANTING PLAN N/A 120 VOLT ELECTRICAL POWER PROVIDED BY SCE, VERIFY ACTUAL LOCATION IN FIELD/DEVELOPER TO PAY / ALL FEES. LANDSCAPE ARCHITECTURAL PLAN FOR APPROVED (LATERAL LINE) PVC PIPE SCH.40, SIZE AS SHOWN, MIN. 12" COVER 532 4 VINTAGE DRIVE _ APPROVED (MAIN LINE) PVC PIPE SCH.40 FOR 1 -1/2" AND SMALLER; CLASS 315 FOR PIPE 2" OR LARGER 532 TRACT 13812 SIZE AS SHOWN, MIN COVER 18" APPROVED BY � DATE1� APPROVED PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR AS NOTES ti�,1iDSCAp�, (�Y� -�Ct.!. *�f � RCF Nb. 2495° PLACE BELOW ALL. PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY CITY INSPECTOR 532 �g�o 0 2� ��' DESIGIV O1 XERISCAPE POINT CALLOUT ES ED SI BOHDI f�ED '� LANDSCAPE ARCHITECT KEY MAP 10-.x:_02 DRAWN 320 N. Stoneman Avenue Unit B ' Alhambra. CA 91801 J / P ES � r26/ 308-0502 L-2 OF 8 OF C4 Cf ECKED DRA WNG NQ. 2793 ES /a Expires 10-31-02 J SHEET (S OFA CONTROLLER NOTE: 32 STATION AUTOMATIC IRRIG. CONTROLLER POWER SOURCE BY: SOUTHERN CAL. EDISON CONTACT: WAYNE, UTILITY COORD. 909/203-3387 INSTALL CONTROLLER IN ENCLOSURE P.O.C. NOTE 2" WATER METER, DOMESTIC CONTACT: RANCHO CUCAMONGA WATER DIST. INSTALL: PRESSURE REGULATOR, 2" REDUCED PRESS. BACKFLOW PREVENTER, FLOW SENSOR, MASTER VALVE EXISTING STATIC PRESSURE: 130 P.S.I. SYSTEM DESIGN PRESSURE: 50 P.S.I. MAXIMUM G.P.M. DEMAND 36 A2 TRACT 13812 1556 SF 1-1/4' 29. ,\ '\\ SCALE 1" = 30' - 0' \ \ LOT 23 co A3 A4 J �\ 1941SF \ \ I 1-1/2" \ �,• \ 1-1/2 c \� 11.0 \ \ 31.2 I Z W A5 A6 I 20 )� \ W > 1-1 2. 1512 SF 1-1 2' 1072 SF - -- - - - - - - - - - - - - - -- - - - - - D � l CONC. HEADER (TYP.) 30. 30. 3/4• 1• VING NOTE: 3 a• �• 3/4" 3/4- _. - __ __- _ 3/4• CONTRACTOR TO SLEEVE ALL MAINLINE & v�� 1 1/4' V — OT `2�t CONTROL WIRES THAT PASS UNDER PAVING I / / k 1 1/2' 3/` Al • 3/4• ` ��—1• 3/4• 6- L. _ _ j 1156SF 1 ' (� 3/ • 3 3a• — _ - -_ _ — - - - -� - - — — — 3/4- ' ' 1 6.0 `•� l)' i 1• _3�4 — O — — _ 3/4" - _ 3 EE vvDIA. 4" / t 1 4 a^ _ _ 21/2- 2 ,/2.SLPvC VE Q `/� 4• DIA. WIRE — — 3 4• G pn,�! �� 35++oo _ EEVE 2 i/2• — — _ �- _ ' s a TT 6+0 • 'r O DIA. SLEEVE — _ _ _ 33+0 6• DIA. SLEEVE 2 ,�2• — — — —� � — 1 1/2" 37+00 ® ' _ io - - - - - 3 0 _ — A- 391 ♦ F C t - / v1\� / 1 1/4 /� �4•,'� > ~ �. r �.'� _j . �.� _ r� ��_ �c c�.c ��_ _ 3/4 3/4- _ — 2 1/2• 17 R / - - - ♦ 3' .a i 1 od��d- / ' � 2• SL �_ a^ i\ - '• - 3/a 00 ? r- yE l' \ _ Z ui Rte° / t t 2 SLEE �gj• 3/a. _ - _ i' A 14 ` \ 0"5.4% � `� 3 � - 3/•^ \ N� \ -�-�--�� _ �� t 2 - 1363 SF 8 \ ` M �ePR RE R '3� `0 3 a• /a• 1 • LOT \-9� �i�,\ /4' 1/All. 3 /4- ♦ 27. \C \ Al2 Q \\ *. �i <' a a/ \\ 3/4 } \\ \\ 660 SF • All 1 ?4C 121 S 6z���� vn' r� \\ A 1 \ \ 1282 SF L� \ T9 '185 SF \ \ 1 \ \ 13.0 15.0 \\ \ A10 Vol 11.2 y �� V � \ 40 S �. A16 IA- 1-1/2" 1649 S \ \ V A \- 36. � 1 2 3 4 m� MATE RAL MATAL LEGENDO O O O SYMBOL Q H F VARIES MANUFACT. MODEL N0. / DESCRIPTION GPM PSI RADIUS CITY STD. DETAIL N0. allEET SHEET L-3 • TRACT 13812 ® ® -� RAIN BIRD 1812-SAM-PRS-IOQ,H,F, VAN .40,.80,.70,1.6,1 .2 30 10 FT. 539 RAIN BIRD 1812-SAM-PRS-BQ,H,VAN .20,.40,.70 30 7 FT. 539 , I A7 A8 I 1245 SF I 1250 SF RAIN BIRD❑ 1812-SAM-PRS-I5EST, SST-PCS-040 0.40 30 4 BY 16' 539, SPACE AT 8 O.C. ir �zs I � rlt ♦ 20. ■ RAIN BIRD 1812-SAM-PRS-15 EST, SST-PCS-060 0.60 30 4' BY 20' 539 1• �/ /4• 'S! /4, ElP.O.C. EXIST 2" WATER METER, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE 3 c, = , • TRACT 14120 4 -�- '� ♦ FEBCO 825-Y-A-BV 2 R/P BACKFLOW PREVENTION ASSEMBLY W/STRONG BOX ENCLOSURE, MOD. NO. SBBC-45-AL 517 RAIN BIRD 33DNP QUICK COUPLER VALVE 535 _ 1-1 KEY MAP w 1 1 -- —$� RAIN BIRD EFB-CP PRS-B SERIES BRASS REMOTE CONTROL VALVE, SIZE PER PLAN 520 0 ® DRIVE ♦211 ® G SUPERIOR 3100 NORMALLY OPEN DIAPHRAGM GLOBE VALVE(MASTER) , SIZE 2" 520 � 00• 4 ♦ CALSENSE 32 STATION MODEL ET-1-32 DR TP 110-TP-1 WITH ANT 1 ANTENNA PORT IRRIGATION CONTROLLER INSTALL 522 INSIDE A STRONG BOX ENCLOSURE, MOD. NO. SB-24-SS/120V F- 4• pDA. SLEEVE — — — — — -�2 1�2• N NIBCO T-585-70-66 (1 -1/2" OR SMALLER) 2" USE WATTS 403-RT-RW SERIES Q if WIRE SLEEVE LE 2 '/r DIA. P > >; :--< , >d, ,-< ♦ 516 OF AEVlSrON DATE C" - APPROVED 3/`" (L `{= -_ O CALSENSE CALSENSE FM SERIES (1 1/4") I ) 3 4' ' 2 _ WILKINS 2" WILKINS SERIES 500 WATER PRESSURE REGULATOR CITY OF RANCHO CUCAMONGA L 0 T 9 � __ _ / ' /4' I Q >.i - _ _ m N/A 120 VOLT ELECTRICAL POWER PROVIDED BY SCE, VERIFY ACTUAL LOCATION IN FIELD/DEVELOPER TO PAY — PRfVA ALL FEES. IRRIGATION PLAN Q — — — — — EOUESTFdM EAS APPROVED (LATERAL LINE) PVC PIPE SCH.40, SIZE AS SHOWN, MIN. 12" COVER 532 I 0' �\ ♦ — — _ APPROVED (MAIN LINE) PVC PIPE SCH.40 FOR 1-1/2" AND SMALLER; CLASS 315 FOR PIPE 2" OR LARGER 532 LANDSCAPE ARCHfTECTURAL PLAN FOR TLOT \ SIZE AS SHOWN, MIN COVER 18 VINTAGE DRIVE 1 g A9 1632 SF 1-1/4• \ APPROVED PVC PIPE SCH. 40 TRACT 13812 \ — — SLEEVING, TWICE THE DIAMETER OF PIPE OR AS NOTES 24. \\ ` PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY CITY INSPECTOR 532 sAURPROyEpgy j DATE / lv �� \ O CAp G °'Lil i XERISCAPE POINT CALLOUT ��z�98�c� C" E?JC�tVEER RCE 24953 DESK)N �! ED SIRII�OHDI rES LANDSCAPE ARCHITECT O �} DRAWN 320 N. Stonemon Avenue Unit B SHE{T Alhambra. CA 91801 ES 6 6/ 308-050 L-3 QF 8 F OF C AvvF�Q � '� A sL WINK` NO. Es //?0Expires 10-31-02 7- L Date — SHEET �-o OF-Z/- i i G T >j j TRACT 13812 I 45 /119 S-7 \S-7 - i i W ' S-9 26 ' /25 I LOT 115 30 -- T- 1 12 \S-3 \S�-4PARKWAY _J - _ ' LOT 110 T-2j > - - LOT 118 /36 LOT 1 1 1 LOT 1 12 LOT 1 13 LOT 1 14 NOTE:REFERENCE ONLY LOT 1 1 6 LOT 117 51 S-4 Q 47 j SEE CIVIL ENG. STREET IMPROVEMENT PLANS r , FOR ALL WALL DETAILS. ALL WALLS TOA e S-3 V� V- 1 BE CONSTRUCTED PER STREET IMPROVEMENT PLAN. 8 I ' Y T-3+ i + CONC. EDG .. .77 T -- — — �® 29 ( _ G _ _ _ -- .. 1 4 d .r . - t ..nV 52 + 20 53 co 3 N WWW + I Cry S-4 KvvY. N VINTAGE DRIVE S—4 DRAINAGE OUTLET do PIPE (TYP.) + S +02 — I N 23+00 25+00 G 24+00 25 61 26+00 1.4%, 27+00 I I Z Uj rn M + BOULDER (TYP.) oo G �. + + .��' o 00 28+00 cs N41�, N + CONC. EDGE (TYP.) _ CONC. EDGE • <� _. ; � :t' �� :.�;,�, N 29+00 + 14 I N S , 00 0000 0000 0 00 ° ° v - ti ` STREET LIGHT(TYP.) - W � ° _ a, 20 3 v ° 0-4-00 -4 PARKWAYL (� A _ -4 PKWY. p.. Q _..l /22 SEE SHEET L-7 4 ° ° CL S-3 ' ° LOT 122 LOT 133 8 ° . ° 4 PLANT LIST 019 /72 T-4 LOT 1 ,3 • SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS TREE � U I �-4 S- 1 24 4 u S'1'���A� FLAME -12 C. EDGE (TYP.) OT-1 BRACHYCHITON ACERiFOL1U5 4WrMr TREE 15 GAL. 25 030' D.C. �- SEE DETA 5 .O T-2 CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 12 020' O.C. �-- SHEET L- 1 • 1 T-3 LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL 8 020' O.C. 'RED' - S—6 , - - --- -_ T-4 PRUNUS BLIREIANA NCN 15 GAL. 8 020' O.C. 1 }•- 16 , O° S-1 ABELIA GRANDIFLORA NCN 5 GAL. 72 04' O.C. 'EDWARD GOUCHER' S-2 DIETES BICOLOR FORTNIGHT LILY 5 GAL. 0 04' O.C. / OO S-3 ESCALL.ONIA 'NEWPORT DWARF' NCN 5 GAL. 99 04' O.C. Q S-4 LANTANA 'LAVENDER SWIRL' LANTANA 1 GAL 198 03' O.C. S-5 LANTANA 'DWARF YELLOW' LANTANA 1 GAL. 0 03' O.C. e S-6 LAVENDULA AUGUS11FOUA ENGLISH LAVENDER 5 GAL. 5 04' O.C. O S-7 NANDINA DOMESTICA 'DWARF' HEAVENLY BAMBOO 5 GAL. 164 04' O.C. S-8 NANDINA DOMESTICA 'NANA' NCN 5 GAL. 14 02' O.C. 0 S-9 RHAPHILOLEPIS INDICA INDIA HAWTHORNE 5 GAL. 58 04' O.C. ® S-10 SALVIA GREGGII 'RED' 5 GAL. 0 04' O.C. O S-11 SALVIA LEUCANTHA MEXICAN BUSH 5 GAL. 0 04' O.C. S-12 TULBACHIA VIOLACEA SOCIETY GARLIC 5 GAL. 24 02' O.C. XERISCAPE ASSESSMENT SYSTEM SUMMARY YK I. LANDSCAPE (POINT VALUE) POINT CLAIMED REFERENCE SHEET L-4 • V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL. 63 015' D.C. 1. WATER CONSERVING PLANTS (20) 20 1/L-4 . : , �N�� 2. TURF LIMITED TO 45% (20) 20 2/L-4 SCALE. 1 30 � © G . G-1 MYOPORUM PARVIFOLIUM 'PUTAH CREEK' 1 GAL. 8 Os' O.C. QUANTITY PER 3. PLANTS GROUPED BY WATERING NEEDS (10) 10 3/L-4 _ ® G-2 7 PLANTING AREA 4. LOW-WATER TURF VARIETIES (5) 5 4/L-4 ROSEMARINUS OFFICINALIS ROSEMARY 1 GAL. 82 O6' O.C. 'PROSTRATUS' 5. SOIL AMENDMENTS (5) 5 1/L-8 l � QROCKSCAPE PER CRY STANDARD DETAIL NO. 542 CASE 1 TOTAL POINTS CLAIMED: 60 C� DESCFiIf'TK)rV OF FEVSM DATE GYTY ALL PLANTING AREAS TO RECEIVE 3" THICK OF SHREDDED CHIPPER MULCH (MIN. POINTS REQUIRED: 60) I APPROVED 36" 24' AVAILABLE FROM: INTRAVAIA ROCK do SAND CO. 909-982-6713 II. IRRIGATION (POINT VALUE) CITY OF RANCHO CUCAMONGA BOULDER 1- 36" DIA., 1-30" DIA., 1-24" DIA. W-li ROCK 6ROuPINC.- S'iMPbOt. 1. LOW GALLONAGE IRRIGATION (20) 20 1/L-2 W30" ({EPQFSgNTS MIN. ONE of EACH sltE . LOCATION ,ANP SvRlAL DEIPTH 2. AUTOMATIC CONTROLLER (20) 20 2/L-2 PLANTING PLAN To Be APpKOvE0 6Y C ITY 1NSPE100, 3. DESIGNED TO WATER PLANTS BY WATERING 10 3/L-2 LANDSCAPE ARCHITECTURAL Q4 XERISCAPE POINT'S CALL OUT NEEDS (10) KEY MAP R PLAN FOR 4. FLOW SENSORS (10) 10 4/L-2 �- VINTAGE DR/VE TOTAL POINTS CLAIMED: 60 UANTTIES (MIN. POINTS REQUIRED: 60) TRACT 13812 8 APPROVED BY % � DATE T— scl, CfTYENG04FM RCE No. 24953 PLANT SYMBOL 2,'9 fYDED �� _9 .� ED SI'RIBCHDI , a ES LANDSCAPE ARCHITECT io- -oz DRAWN 3 320 N. Stoneman Avenue Unit B ShffT PLANT SYMBOL : }�_ ES Alhambra. CA 91801 �L�S26 3 —0502 L-4 OF �lgrF OF C K.L.A.CHECKED DRA WtNC?NO. ES �-_20-111, 0 01, Expires 10-31-02 — I e L—. SHFET �?.7 OF2�_ \ 1 \ TRACT 13812 LOT 23 NOTEAEFERENCE ONLY \ SEE CML ENG. STREET IMPROVEMENT PLANS \ J FOR ALL WALL DETAILS. ALL WALLS TO 34 , BE CONSTRUCTED PER STREET IMPROVEMENT PLAN. \ A /57 38 ��. \ 15 Z /13 s-11 /19 20 /24� _ S-2 w - -10/ I 20 � S 5 _ _ - - - - - - - - - 0 13 S- --N y 1060 S-8 - -J -'� 30 S- 1 5 ��� -� 1 `.� s • • se. • s • s � .ess • • • • • • • • • • • • • • S-4 ARKWAY LOT 24 \T-2 O � • ss • s (�_ • - ilii ilii iiiiii - -- --�: • • • • D D D D D D 22 T_3 • • . ,Y.v,;:. + ALONG W.I. , . . �, NCE ( - - ____ • 36 0� ,,,, ^^�TAGS pF(N ----L- o 35 0o S-9 � • • i N 34+00 + Y6+00 � � M ^ � ilii i -016 + I ^ o N • g 5 37+00 �, 8 Z 21 • F co / `, ilii iiiir n ®ilii i� tit - Wiiii i M 8+00 -`, I ilii uiiii ii iii + 3 9-P � - .I`�- v v�v •o v v o v v v � + 0 f. 18 CONC. EDGE (TYP.) /42 0 2 s— 8 2 SS �_ • • ` • • • • ,•� • • • •\� 20 /12 o _. T-2V A \ s-s 39 /24 k 72 /86 \ / FOR SURFACE MATERIAL-�� \ 38 s-11 s--5 KWY• 11 L PKWY. S-8 t�\ REFER TO GRADING PLAN _ 10 OT 9 ' < S-6 � 5-36 D ULDERS TRACT 13812 V ���'� �� 4 7-24 DIA LDERS BY CROUSE & BEERS ASSOC. \ \ 0 9 7 v ) S-6 25 \ \ \-S--1V SEE ENLARGEMENT (SA \ \ \ SHEET L-7 \ \ /1111-36 V \ PLANT LIST 1 2 3 4 SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY REMARKS TREE6 OT-1 BRACHYCHITON ACERIFOLIUS BOTTLE TREE 15 GAL. 39 030' O.C. 14 2 5 O T-2 CERCIS OCCIDENTALIS WESTERN REDBUD 15 GAL. 11 020' O.C. S-1 T-3 S-1 ' T-3 LAGERSTROEMIA INDICA CRAPE MYRTLE 15 GAL. 29 020' O.C. 'RED' 0 7 T-4 PRUNUS BLIREIANA NCN 15 GAL. 0 020' O.C. 10 SHEET L-5 8 S-4 SHRUBS SHEET L-4 L-4 s—1 TRACT 13812 V 1 Q S-1 ABELIA GRANDIFLORA NCN 5 GAL. 65 04' O.C. ?AOR-O Y 6 'EDWARD GOUCHER' - ..;- \ / T-2S-2 DIETES BICOLOR FORTNIGHT LILY 5 GAL. 82 04' O.C. r Q S-3 ESCALLONIA 'NEWPORT DWARF' NCN 5 GAL. 0 04' O.C. • _ .. -- � • 1 J-II, 6 S-4 LANTANA 'LAVENDER SWIRL LANTANA 1 GAL. 46 03' O.C., - D T- 1 TRACT 14120S-5 LANTANA 'DWARF YELLOW' LANTANA 1 GAL 86 03' O.C. S-6 LAVENDULA AUGUSTIFOLIA ENGLISH LAVENDER 5 GAL. 98 04' O.C. + 9 Q g-7 NANDINA DOMESTICA 'DWARF' HEAVENLY BAMBOO 5 GAL. 0 04' O.C. ../ iii Q 0) PKWY. _ ,,,,,,,,, ,,, KEY MAP /" '// S-8 NANDINA DOMESTICA 'NANA' NCN 5 GAL, 147 02' O.C. ITB. S-4 VIIVT-qG n 8 Z 9+00 E DRIVE o O S-9 RHAPHILOLEPIS INDICA INDIA HAWTHORNE 5 GAL. 36 04' O.C. ± <<' 4 00 16 PKWY. �.9 ® S-10 SALVIA GREGGII 'RED' S GAL, 110 04' 0.C. + S- ` 22 O S-11 SALVIA LEUCANTHA MEXICAN BUSH 5 GAL. 231 04' O.C. Odry 41+00 TULBAGHIA VIOLACEA SOCIETY GARLIC 5 GAL. 32 02' O.C. (j CONC. EDGE (TYP.) + S-8 s-1z VINE 7 2Q • V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON NY 5 GAL. 86 015' O.C. � el f :i0 'i i l i i �i� GROUNDCOVERS CIO •�-��, • • • • iii�t. iii LOTL ,; • • • • • • • "" G-1 MYOPORUM PARVIFOLIUM 'PUTAH CREEK' 1 GAL. 179 06' O.C. 41111 9 I © O QUANTITY PER T-3 ® G-2 PLANTING AREA 1 ROSEMARINUS OFFICINALIS ROSEMARY 1 GAL. 46 06' O.C. 7 DEOF FE DATE Crry �D Q PRNATE EO(E�AN EA 'PROSTRATUS' S-10 i =O 34 ROCKSCAPE PER CITY STANDARD DETAIL N0. 542 CASE 1 CITY OF RANCHO CUCAMONGA 1 7 -1 L0T 8 \ ALL PLANTING AREAS TO RECEIVE 4" THICK OF SHREDDED CHIPPER MULCH PLANTING PLAN 5-9 co�/J 36��G- 1 TYP. 24" AVAILABLE FROM: INTRAVAIA ROCK do SAND CO. 909-982-6713 \ 6 \ BOULDER 1- 36' DIA., 1-30" DIA., 1-24" DIA. EACH RoC6c SYM60tr SCALE. 1' = 30' - 0' LANDSCAPE ARCHITECTURAL PLAN FOR 0' REPRESENTS ONE (MIN,) OF EA. 51LE . LOCATION /S1Jp BURIAL DEPTH \—V-1 \ To BE APPRov ED BY G► Y InspEc roR , VINTAGE DRIVE �4 XERISCAPE POINTS CALL OUT TRACT 13812 UANTTIES _ $ Sc APAPf'FtiOVED BY DATE C O� CRYEiVUNFER / RCE 24953 T- 1 �g�° �o. 2�9 � Dl�s►c�v FECCOMFNDiED P SYMBOL - � PLANT ED SIRIBO HDI ES ure LANDSCAPE ARCHITECT .0 10 -02,,�..c �} DRAWN 320 N. Stoneman Avenue Unit B SHFUT Alhambra. CA 91801 PLANT SYMBOL s�grF \Eo ,�p E8 626/ 30 —0 2 L-5 01= 8 OF C Ak ACED DRA NM NO ES Expires 10-31-021 - l a e / L-- SHEET—&$OF 71— TO SPRINKLER - ANGLE PIPE TO 24" STRONG BOX MODEL NO: STRONGBOX ENCLOSURE BACKFLOW PREVENTER SPECIFIED DEPTH WITH 45' ELLS SB-24SS/120V MODEL SNO. SBBC-45-AL ASSEMBLY SCH 40 PVC MALE ADAPTOR 4" THICK MULCH LAYER HI-POP SHRUB HEAD BODY SET TO a NIPPLE - TYPICAL SCH 80 PVC UNION "SNAP-TTTE" WATERPROOF 1/4" ABOVE FINISH GRADE (4) PLACES BRASS OR PVC NIPPLE CONNECTORS OR EQUAL FINISH GRADE RAIN BIRD 33 DNP WITH PURPLE ELECTRIC CONTROL VALVE RUBBER CAP - SUPPLY ONE KEY NOTE: WHITEZ PER 12 QCV'S INCLUDING HOSE ENCLOSURE TO BE GROUNDED PER BLUEPLASTIC VALVE BOX _ STRUCTURE OR M S MARKED "IRRIGATION ICV" I -1 I - -� SWIVELS. U LOCAL CODE. GROUND ROD TO BE HARDSCAPING INSTALLED INSIDE ENCLOSURE. ON NIPPLE (CARSON OR EQUAL) _ CONTROLLER SIDE. EPDXY FILLED WATERPROOF w ETCHED WITH CONTROLLER I-III-III-III III-I I h FINISH GRADE - INSTALL IN RED CONNECTOR OR EQUAL 6" THICK X 12" WIDE a AND VALVE SEQUENCE _TI I-I I I-I I I I=III=1 I PLANTER BED ONLY BLACK CONCRETE PAD (LENGTH VARIES Z II I-I I II I I 11I=1I I- PTG TAIL EXPANSION PRESSURE BRASS WYE STRAINER PER SIZE/MANUFACTURER) F 6" MIN FINISH GRADE 9 I -I I I I I-I I I ")I is" MAXIMUM L IRRIGATION CONTROLLER LOOP (MIN.24" LONG) WITH 60 MESH SLOPE TO DRAIN AT MINIMUM M < I� _ -1L FINISH MONEL SCREEN FI -III-I III_ ' . , GRADE i i i 3'-G*X Y-1 A MINIMUM TE WATERPROOF ALL FINISH GRADE I=I I I I I-I I I _ _ _ _ _ ,. • ► 3'-6' x3'-6' x 6' CONCRETE PLASTIC VALVE BOX (CARSON OR UNION � _III- r �: .: • •: , MIN. 11 I I EQUAL) WITH PLASTIC INTEGRATED WIRE CONNECTIONS „� PVC SLEEVE SIDEWALK -III III_ -III-I (-III III-III I zx 3" ABOVE GRADE AND SLOPE LOCKING UD. PUCE AT GRADE IN '� ' •':� ' ' * REQUIRED FOR Z MOISTURE a I (�_� I-1 I I=III=I =1 I I-III-III=1 11= - 4D TOP TO DRAIN AT MINIMUM OF 2X. TURF AREAS AND 3" ABOVE IN '� '� r''► t'• '• •`'.' r r • �': " SENSOR _ _ _ 1-1 PIPE THROUGH - " WHERE - SCH 40 BRASS NIPPLE 12" _ �_ I-III=1 h-I"I lyl III=1 IE -11 PLANT BED. •� ; r,► r CONCRETE PAD c� - REQUIRED -) I I I I I I 1=1 11=1 I I I I 1=1 I�I I I- PIC TAIL EXPANSION - -ITT TTS SCH 40 BRASS 90' ELL - ,� _ NIPPLE - TYPICAL COMMON WIRE/CONTROL WIRES IN ac �_ _ PIG TAIL EXPANSION3' SCH.40 PVC CONDUIT. LOOP (MIN.24" LONG) >K WHITE I (2) PLACES � 3" 'III-I I I-I i I I I I-I I 1-111- (COMMON) _Z I I FROM WATER SOURCE I I I- LOOP (MIN. 24" LONG) SCH 40 BRASS 9CP STREET ELL STAINLESS STEEL _ SCH 40 PVC MALESCREW BLUE co I - 90X COMPACTION I-77� ADAPTOR z FLOW f- ( BRASS ANGLE Z SCH 40 BRASS NIPPLE - MINIMUM 3M PLACES 120 VOLT WIRE IN RIGID STEEL n 6" OF 14 ' REQUIRED '' LU VALVE W/UNION 24' LONG O CONDUIT (PER LOCAL CODE) 90 SWEEP ELL cD 3" TO POWER SIDE OF CABINET (TYP.) I 3/4" WASHED °D SCH 80 PVC 90' STREET ELL 4 REBAR STAKE REDrd'.oP 'd'.o MASTER CONTROL O METER CRUSHED AGGREGATE } BLACK VALVE f.r r;► r" 24" LONG ANT 1 ANTENNA PORT EPDXY •. • ' o, : : o, q4 HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF LINE TO SYSTEMS d P 3'' P b F`OW - o o ep ,b'. PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. FLOW METER CONCRETE THRUST BLOCK ELBOW SCH 80 PVC NIPPLE SCH 40 PVC PLANS SIZE As PER CCWD STANDARDS TYPICAL (4) PLACES MARLEX 90 STREET ELL 90' STREET ELL CONTROL do COMMON WIRES NON-PRESSURE ELECTRIC M p SCE METER SIZE IGID PIPE AND RELATED FITTINGS SHALL BE PER LATERAL FITTING MARLEX 90' STREET ELL DLANETER SAME SIZE CUCAMONGA COUNTY WATER DISTRICT STANDARDS. - -AS FLOW NIFTIER SIZE {- CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO - ---- -- - ' PER PLANS. SE CONTROLLER MODEL N0. NOTES: CONSTRUCTION. NON-PRESSURE LATERAL LINE SCH PVC CPL4CES REFER TO CONTROLLER ( ) INSTALLATION STD. 1. INSTALL PER LOCAL CODES. SECURITY LIGHT MINIMUM DISTANCE DOWNSTREAM OF ANTI-DRAIN VALVE AS REQUIRED UNINTERRUPTED PIPE (5X DIAMETER 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY BRASS NIPPLE TIMER REWIRED PER PLANS. FINISH OF FLOW METER SIZE) STRUCTURES HARDSCAPING. SCH 40 PVC SXSXT TEE NOTE: GRADE B' caouND Roo 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) PRESSURE SUPPLY LINE 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, PRESSURE SUPPLY MINIMUM DISTANCE UPSTREAM OF MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. NOTES: AND EDGES OF LAWN. LINE FITTING 2" SCH 40 CONDUIT I I I I UNINTERRUPTED PIPE (IOX DIAMETER 4. ORIENT UNIT PARALLEL TO STREET. 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. FOR SECURITY LIGHT MIN. OF FLOW METER SIZE) 2. USE TEFLON TAPE ON ALL MALE THREADS. PRESSURE SUPPLY LINE WIRING. I I I I I I 2 120 VOLT WIRE IN RIGID 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. �. STEEL CONDUIT (PER a � 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE '• . }• LOCAL CODE) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. ' " I d DISIMILAR METALS. a 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. a 1 I 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 4. HEAD CONNECTION AT BOTTOM INLET ONLY. - - °D 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER fo WHEN MAINLINE IS 3" OR LARGER. N VALVE NUMBER. - - CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA b CITY OF RANCHO CUCAMONGA CALIFORNIA b CITY OF RANCHO CUCAMONGA CALIFORNIA CITY OF RANCHO CUCAMONGA CALIFORNIA •o APPROVED BY t� f n f ty FLOW METER INSTALLATION STANDARD PLAN ^APPROVED BYREDUCED ,1R1f►UC D PDT.SSURQ STANDARD PIAN PROVED BY, COTE CONTROL VALVE WITH I I N In 516 i '�.V V Vi'aA/ jll� ►7 V 1`JJ STANDARD PLMI �p APPROVED BY, ip APPRCIVED BY I STANDARD PLAN STANDARD PLAN n APPROVED BY, t BACKF'I,OIf P HI-POP SHRUB SPRAY QIII COIIPI,�T�TG vALVB �TPH 1tETAL CONTROLLER ENCLOSURE STANDARD PLAN 617 bi - SHUT-OFF VALVE do UNION 620 _ 9 STs - FOR NON-TURF ARRAR 0 _ �p CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION S CITY ENGINEER -- - - _ - . . 5 - - .... _ -__.. -- ---- - -- TYPE E A 622 l 24953 SHEET 1 OF 1 w DATE USE WITH STANDARD SPECIFICATK)NS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF I ,CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER S CITY ENGINEER S Ill 24953 cE. SHEH:T 1 OF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w DATE USE WRH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION R.C.E. SHEET 1 t� 1 REE. SHEET 1 OF 1 .C,E. SHEET 1 OF 1 NOTES: R ^ 1. REMOVE NURSERY STAKES STORM DRAIN UNDERGROUND 2. STAKES TO BE PLUMB AND DRAIN/UNDERGROUND PARALLEL UTILITIES 3, STAKE TREE PERPENDICULAR BCR 1. SLOPE IN TURF AREAS: TO PREVAILING WIND. a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% N b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL W E It w SIDEWALK MIN 2. SLOPES IN SHRUB/GROUND COVER AREAS: ` ) UTILITY o. BETWEEN CURB AND SIDEWALK/TRAIL - 2% ONE HALF OF SPACING ? i S•L b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. \J S Qe�� UMR OF PLANTER AREA REQUIREMENT = (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED I I- I I-III• V IN LOCALIZED AREAS PATH CITY ENGINEER'S APPROVAL, PROVIDED N _ H- THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. III-I I I- I I TOP TIE TO BE PLACED AS TIGHTLY COMPACTED 3" BERM TO FORM _ LOW AS POSSIBLE ON THE DEPRESSED WATERING BASIN. CURB AND GUTTER METER 10' S' v 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE O _ TRUNK TO ALLOW FOR WIND `i W Z? -III II-III FLEXING OF THE TREE. BUT TOP STAKES * * MIN. MIN. BY CASE BASIS AND WILL REQUIRE APPROVAL OF THE CITY ENGINEER. NOT SO LOW AS TO LOSE HEAD OF TREE WHERE TOP OF ROOTBALL TO �� 4' WOOD CHIP MULCH. Niv I-I III SUPPORT DR ALLOW �� SPECIES GROWTH HAB(T PERMITS. EXTEND 2" ABOVE -III I CLEAN BACKFILL - SEE THE HEAD TO DROP.-{ AWN TRUNK FINISH GRADE SPECS. FOR MATERIAL. (2) SETS OF CINCH TIES SPACED 24' n I 90% COMPACTION REQUIRED APART, ATTACH WITH GALVANIZED SCREWS TO B' LODGE POLES. I[ w -I I 2" DIA. LODGE POLE PINE STAKES SIDEWALK C� 12 MAX. WITH WOOD PRESERVATIVE STAIN, =I NON-PRESSURE LATERAL LINE: APPROACH Z ERNE A MINIMUM OF 8" INTO - -- - FH DRIVE S.L. pC- 7 -III I I= SCH. 4o SNAKE PIPE IN UNDISTURBED SOIL AND PDSmoN m I PS 7 El 0 � +I I I TRENCH STAKES OUTSIDE ROOT BALL. - Illl ttr� ARBOR GUARD IN TURF AREAS AND I I= -I �O CURB AND GUTTER- FRONT YARDS. ROOT BALL IIF L5L-PRESSURE SUPPLY UNE: _ EUA5' 10' 10' CRO TOP OF FOOTBALL TO EXTEND 2' MIN. MIN. 1IC IN. MIN, _ SCH. 40/CL. 315 SNAKE _ _ _ NVQ ABOVE FINISH GRADE. UNDERGROUND CO ( III I I I I PIPE IN TRENCH TIGHTLY COMPACTED 3' BERM TO FORM - __ - PLANT PIT TO BE (2) TIMES THE Vf _ WIDTH OF THE ROOT BALL. STRUCTURE _ _ WATERING BASIN FOR RESIDENTIAL AND _ _ _ _ ''I- �� CATCH BASIN T q OUTSIDE PUBLIC R.O.W. _ GROUND COVER INSTALLATIONS. LOCATE -1L1 X11- URf' M -III-I N AND TCONTROPEWIRESAT S' O.C.NADND OUTSIDE EAS T0 BE PLANT MOVED PRIOR TO CITY I I I-�II- I-) II-I TRANSFORMER VAULT. s: MAX INSTALL ADJACENT TO ACCEPTANCE _ - - rTT� - NOTES: _ - _ _ PRESSURE SUPPLY LINE II II III NOTE: -I I I i I I I III I I I 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER NATIVE KS BACKFILL T WITH 3� ( ) 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO UNE.OF.SIGHT i III I=III PROVIDE 6" MIN. OF SAND PLANS: SEE E'GENDRFOR"SPACING"REOUSREM INDICATED ON TURF, SHRUB AND GROUND COVER 2% -I 6" TYP, BEDDING AND SHA F S DIAMETER. CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 3. AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL INTERSECTIONS PLACE 1st UNDISTURBED NATIVE SOIL SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND WITHIN PUBLIC RIGHT-OF-WAY ROOT BALL NATIVE BACKFILL WITH NO NOTES: FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY (SEE NOTES HEREON) ROCKS GREATER THAN 3" DVI 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES OWNED WATER & SEWER LATERAL LINES. NOTE: F OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. :I LEGEND ARE ESTIMATES ONLY. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. °i ch 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 2. PRESSURE SUPPLY UNE: 2 1/2" AND SMALLER 18" MIN. DEPTH _- _ NATIVE SOIL UNDISTURBED $� o ENGINEERING DIVISION. 3" AND LARGER 24" MIN. DEPTH i N ro m 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY TWICE R00T BALL WIDTH STANDARD PLANS. o C4 CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA o CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY- STANDARD PIAN m APPROVED BY, DOTE*E STAKED � STANDARD PLAN r�APPROVED HYD STANDARD PLAN D APPROVED BY, �� � GROUND COVER STANDARD PLAN N' APPROVED By. I ViBJ.dS ►71A11.L'•l✓ STANDARD PLAN I.APPROVED BY, STANDARD PLAN TYPICAL TRENCHING o N o CONTAINER PLANTING TREE PLACEMENT _ 532 V _ 5 G_AL - 24" B0% 602 1 _ 606 �t SPACING 508 � 50 ALLOWABLE GRADES S S DATE USE WITH STANDARD SPECIFICATIORS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER S - _ 6O1 w CITY ENGINEER PATE USE WITH STANDARD SPEgFICATIOlNS FOR PUBiJC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION s CITY ENGINEER 641 SHEET 1 ff 1 E.E. SHEET 1 OF 1 E.E. --_ SHE'FT 1 OF 1 ,C,E, SHEET 10F 1 R.C.E. SHEET 1 (B' 1 �CITY DATE USE WITH STANDARD SPECIFHCATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 1 qV Mw I T H ll itC_ el MT SIDE UP O �Z q To N Q 8c+v E a>Re Co88� lOil•TAf2. CASE 1 SIDEWALK ti 4 `- 4 .4 •4 4 4 .4 e 4 NOTE: TOOL.("d(ZTAR Z .To i l S To REvEAI_." 4" OF COMPACTED WOOD CHIP 3' MINIMUM CONCRETE BED k OC IC. O UNDERNEATH COBBLESTONE MULCH. 2' MIN. 4' MAX. RAD. CURB do GUTTER CASE 2 BOULDER HARDSCAPING (CONCRETE HEADER, / (LOCATE PER PL./1N) J" MIN. SOIL DEPTH AT CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE CONCRETE HEADER - 1/2" RADIUS EDGE OF COBBLE EXPOSED EDGES AND FINISH PER PLAN a c C09BUMTONE 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE _ 2- IN PEART CROSSINGS) � 12" 6" OR 8" PLANTER - -- FINISH GRADE AREA 3-1/2- MINIMUM EE NOTE - - - a CONCRETE BED kaA.►s> 4 CASE 3 --� B•F-24'-"••I B"I--- r t ` I I, 1111=1 I I °'0' I I 1=1III a SIDEWALK HARDSCAPE MORTARED sa+E swHIE a M to III III-III ( ) T - - iI=III III=111 iiia II;Iillliilllliilllli�Ililiiilll� JOIN AT RIGHT ANGLES TYP. , _ ...►•--::•i::" - -I i I-I i I-I�I-I I I 3' MIN. RE-BAR CONTINUOUS Sc�OETe►I Coe ILESTONE B EATH CO BED W/pCONCBAR CURB UNLESS OTHERWISE INSTRUCTED) BENEATH COBBLE w//3 tiAR SHOVEL CUT EDGE COMPACTED OF DATE CITY 'III-III-III- 6" PCC MOW CURB PER CITY STD. 534 �✓E'1E£T Ill NATIVE SOIL APPROVED all 2' MIN. / 4' MAX. RAD. CURB Ac GUTTER CITY OF RANCHO CUCAMON0. GA NOIR; �R NOTES: PLANTING AND IRRIGA T10N DETAILS 4 4 4 ° 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL LANDSCAPE ARCHITECTURAL PLAN FOR 1. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE glpEy,� HARDSCAPE SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. DISFIGURATIONS AND EXCESSIVE IRON CONTENT. ,LOIN AT RIGHT ANGLES (TYP.) 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND 2. CONCRETE CLASS 520-D-2500. 3' MIN. SMW"WM, RAD. INTO EDGES AT GROUND COVER AREAS. �INTAGE DRI VIE B" PCC MOW CURB PER CITY STD. 534 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 7R NOTES: 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. ! I TACT 13812 NOTES: 1. ROCK 9= UNLESS OTHERWISE SPECIFIED. SHALL BE: BOULDERS: PJC. 3.0" - MIN. 2-0- 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION COBBLESTONES: MAX. 18' - MIN. B" WITH ONE FLAT SDE JOINTS AT 20'-0" O.C. 2. BOULDERS SHALLHAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT 2. 8" WIDE CONCRETE HEADER BETWEEN CITY-MAINTAINED TURF AND 3. ALL SPACES BETWEEN STONES SWILL BE FILLED WITH CLASS 'D' MORTAR. 1 PART CEMENT a��v��' C �A� Ile �' - RCE Z'y95"3 GROUND COVER AREAS AND BETWEEN CITY-MAINTAINED TURF AND TO 2-1/2 PARTS S+wD, 2000 PSI PORTLAND CEMENT CONCRETE. (NO -DRY-PACK- Is ALLOWED) �1iDSC �+ � 4. A SAMPLE ARE/` MN. 40 SO. FT., SHALL BE APPROVED BY THE CITY INSPECTOR, PRIOR TO PRIVATELY-MAINTAINED AREAS. PROCEEDING WITH REMAINING ROCK WORK. 3. CONCRETE TO BE 520-C-25DO MIN. 5. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR. N O 219 _ D B. LL ' RWADED AND FREE OF OBJECTOL48LE DISFIGVF n°"S AND o CONTENT. `� `� � ES ED'SIRIBOHDI EXCESSIVE_ LANDSCAPE ARCHITECT a � � �. coNORETE cuss :s2o-D-zaoo. � �, N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA n CITY OF RANCHO CUCAMONGA, CALIFORNIA 10_3i_02 p�q►y►Y 32o N. Stoneman Avenue unit B SHEET n APPROVED BYE STANDARD PLAN 0 APPROVED BY. STANDARD PLAN m APPROVED BYE n APPROVED BYE � [�e. n e RIM`L`R �ASLB•A`,D \j��1�18,1\11 E RIVER ��p GRANITE STANDARD PLAN STANDARD PLAN _ U U CO Alhambra. CA 91801 - CONCRETE HEADER 634 - COBBLESTONES 642 _ COBBLESTONES 542 - MULCH INS'T'ALLATION 506 ffgl� Ca7 6/ 08 502 L-6 8 W CITY ENGTREE-R DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC: WORKS CONSTRUCTION ys,CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � QF CA ES � w Vf IM II7YV /RJ. C.E. SHEET 1 OF i ES �/•Y-Q e Expires 10-31-02 2793 / EE. SHEET t OF 1 E,E, SHEET 2 2 Cc R.C.E. SHEET 1 OF 1 L._ SHEETS OF--2J- PLANTING NOTES SPECIFICA(TONS CONTINUE FROM SHEET L—8 In i. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS 7:03 Generali D: Pruningl Prune all plants as designated and WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE directed by Landscape Architect, at start of 3 V) RESPONSIBLE FOR REMOVING ,AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING Maintenance shall start Immediate, after Maintenance program and continue to prune plants " w AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION y SNAP-TITS WATERPROOF g m landscape Irrigation and planting: as directed or as may become necessary until the CONNECTOR OR EQUAL end of the maintenance program. HARDSCAPING(SEE NOTE 4) ROUND PLASTIC VALVE BOX & 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, Maintain all plants and planted areas on a WIRE SERVICE LOOP (LOOP o COVER ETCHED "IRRIGATION GATE" PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS: continuous basis as they are Installed during the Remove trash weekly: Edge ground cover to !!! ENOUGH WIRE TO EXTEND WIRE a_ (CARSON OR EQUAL) �'. <':. <';;. �'� - BUNDLE 6" ABOVE GRADE Na ? progress of the work, and continue to maintain keep in bounds and trim top growth as necessary a,a; �.� �,. ) 3 : CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, them until final acceptance of total project, to achieve and overall even appearance: '` ` `' < <' < < F PIPES, STRUCTURES, ETC„ AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR AND Replace any dead or dying plants as directed by Exterminate gophers and molest repair damage: - — — — SPLICE BOX COVER WITHGRADE REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGOING FACILITIES. the Landscape Architect and City representative. — — LOCKING TOP ETCHED "S.B' PART 8 - ACCEPTANCE OF PROJECT I _ 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE A: Irrigation, Operate irrigation system on an I = i INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE established program to maintain all plants and 8:01 General, — fO BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS planted areas In a healthy condition. Irrigation I AT GRADE IN LAWN AREAS BALL VALVE - t t/2" OR SMALLER WITH _ 3 IN PLANTER BEDS STAINLESS STEEL HANDLE SPECIFIED, AND THE WORKS APPROVED BY THE CITY: system run-off shall be kept to a minimum: Upon completion of Installation, a maintenance — ( �- Damage to Irrigation system resulting from period of a minimum of 180 days for all landscaped — RESILIENT WEDGE - 2" DR LARGER WITH 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE maintenance and equipment and/or maintenance areas Is required prior to final acceptance of Z - — CLEAN BACKFILL - SEE GATE VALVE 2" OPERATING NUT ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE personnel, shall be restored to its original the work by the City: The Commencement date I — SPECS. FOR MATERIAL. _ z EPDXY COATED SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. _ 90� COMPACTION REQUIRED condition at no cost to the City. Failure of any for the maintenance period shall commence upon CN -I I — VALVE part of the Irrigation system shall be brought to written approval for all phases of planting — 00 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED the attentlon of the City: No repairs other than Installation by the City Public Works Inspector: PROVIDE 6" MIN. OF SAND LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE emergency repairs shall be accomplished without Maintenance period shall be adequate to verify I—I BEDDING AND SHADDING 12" X 18" GREEN PLASTIC METER LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT ITEMS SHALL BE written permission from the City. plant characteristics and establishment, 1-fl I I I BOX. CARSON OR EQUAL EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE 3" 3"CITY, B: Weed Control, Keep all planted areas free of A. Two inspections shall be made that affect the °pweeds and debris by cultivating areas at intervals establishment period, The first after all I I . • . . . =I 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL not to exceed 10 calendar days: plantings have been completely Installed in order -I I—I I I- QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED The Contractor may elect to remove such to approve the beginning of the establishment _ CONTROL WIRE SLEEVE - PLANT SPACING REQUIRED. concentrations of weeds manually or by an period, and the second at the end of the I— I SIZE PER PLAN INSTALL ' ' E:�I, approved herbicide program: establishment period. If plantings are not = _ - ADJACENT TO PRESSURE 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC acceptable at the end of the 180 day period, due I I- SUPPLY LINE z 11 P LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS C. Pest Control, Spray all plants and planted to defective maintenance, then continue I— REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON, min areas at beginning of maintenance program and as establishment until all work meets with the =_ — — oq� _ _ PRESSURE SUPPLY LINE `D o may become necessary thereafter by an approved Specifications and can be approved, -I I — _ ;p '�•e•o o.o 9: CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE method of pest control, to keep all plants and -I I — I —III—I I —III_ I= SLEEVE - SIZE TWICE APPROVED BY THE CITY: planted areas free of Insects and disease. B. At termination of establishment period all plant ! _ DIAMETER OF PRESSURE Method shall be reviewed by the City prior to any material shall be live, healthy, undamaged, and —� 6" T.p SUPPLY LINE ZVOLT WIRES. TAPED AND 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSED ONLY, applications: Pest Control shall Include Gopher free of Infestation. Inferior plantings shall be BUNDLED AT 15 FT. INTERVALS FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST control: replaced and brought to a satisfactory condition NON-PRESSURE LATERAL 3/4" WASHED CRUSHED RECOMMENDATIONS (SEE SPECIFICATIONS), ROTOTILL THE REQUIRED before final acceptance of work will be made. All LINE SLEEVE - SIZE TWICE 2 CU. FT. PEA GRAVEL AGGREGATE BASE SOIL AMENDMENT 6' INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ:FT. areas shall be neatly raked and free of weeds: NOTES: DIAMETER OF NON-PRESSURE NOTES: 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4 CY. NITROGEN STABILIZED SAWDUST2EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURES OR HARDSCAPING. . . 120 LBS GYPSUM 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 125 LBS: GRO-POWER PLUS 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY b 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ( 11, LANDSCAPE AREAS SHALL RECEIVE 4' OF WOOD CHIP MULCH UNDER, ALL STD. 120 NO. 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW m 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND TREES AND SHRUBS AND BLEND INTO EDGES AT GROUNDCOVER AREAS, n STRUCTURAL SECTION). VALVE NUMBER. PURSUANT TO CITY STANDARDS AND DETAILS HEREON: GRADING OPERATIONS SHALL d CITY OF RANCHO CUCAMONGA CALIFORNIA ° CITY OF RANCHO CUCAMONGA CALIFORNIA N CITY OF RANCHO CUCAMONGA, CALIFORNIA ACCOMMODATE THE MULCH. CONTRACTOR SHALL N , o SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. m APPROVED BY- STANDARD PLAN rn APPROVED BY APPROVED BY SHREDDED MULCH IS AVAILABLE FROM, INTRAVAIA ROCK AND SAND CO. 909-982-6713. TYPICAL SLEEVING 24 VOLT SPLICE BOX STANDARD PLAN VALVE STANDARD PLAN _ 533 P _ b40 P _ — 3" or smaller 518 ,S CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION W CITY ENGINEER SHEET 1 CIF 1 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION R:c,E, 24953 SHEET 1 OF 1 W R.C.E 24953 R.C.E. SHEET I OF I STAND ALONE CONTROLLER WITH ANTENNA MTAQE DRNE 6" CONCRETE CURB SEE DETAIL b� ANT 1 ANTENNA PORT q DR s 3 11 EPDXY FILLED LOCATED — COBBLESTONE OUTSIDE OF BOX. IRRIGA !1Vf11 I�/VTES _ RADIUS= WIDTH OF PKWY INS TALLATION/L❑CATION COAXIAL CABLE PER CITY AND CALSENSE REPRESENTATIVE. CALSENSE CONTROLLER MODEL NO. PER PLANS _ - . 00400 �1 NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS �t ' 18'-2• REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL ` `� PARKWAY GAlJ6Afi(`1G�'TP110 la _ --*4fr LL- �� MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A M ('n) (') 19'_10, b • w/�EP 1rP U E r NEW WATER METER: CONTACT THE CUCAMONGA COUNTY WATER DISTRICT p a M 120 VOLT DUPLEX CALSENSE HARNESS FOR COSTS AND INSTALLATION PROCEDURES: t"� OUTLET <GFCD lez T T INAL ST TO TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, 1 , �► ` 1 MAIC D LLER FOLLOWED BY A PRESSURE REGULATOR CIF REQUIRED), FOLLOWED BY Dc �1 SIZE. H IRRIGATION BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW METER, M RE PIG MFG. FOLLOWED BY A MASTER VALVE, ALL EQUIPMENT SIZED PER PLAN. , i2 1,7" 0' P> PLANS INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, �� 1 `3� CONC. CURB CALSENGE TP-1 MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES, ACTUAL CONC. CURB M �ANvCNT LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A "C)0 ,rj .S, Pt�tCtiOr4 REPRESENTATIVE OF THE CITY. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG 4'-2+ �� '-6' COBBLESTONE BOX (SB) SBBC-45 AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED OBBLESTONE -o PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER �� 4'-S' , PLANTING AREA ENCLOSURE MOUNT POSSIBLE. 1 ye + _ 2 ' W CONIC. CURB ALL BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE � �O "--✓ I2' � `r '-9 � NOTES, STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE: ' ' 1-HN77= 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC: SHOWN 61�? - CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL PRIOR TO CONSTRUCTION, �� _-< '-'' y BE INSTALLED IN PLANTING AREAS WHENEVER POSSIBLE. AVOID ANY - -> y �� �, r� 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, �- , = _. ' SEQUENCE OF REMOTE CONTROL VALVES. SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL c_ 3, RUN ONE EXTRA WIRE (COLOR, ORANGE) TO FARTHEST RCV ON EACH FEATURES. BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK, ALL 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR. DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE THE CITY, STABLE FALLS DFVE FILLY CT. CONTROL VALVES, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/DERSELF WITH ALL 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE rn (DTR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO d SYSTEM PRIOR TO ACCEPTANCE: THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES: COBBLESTONE LAYOUT PLAN COBBLESTONE LAYOUT PLAN COBBLESTONE AND CONC. CURB AT PARKWAY m 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE, CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER JdEADS AND N.T.S. N.T.S. N.T.S. a VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO N CITY OF RANCHO CUCAMONGA, CALIFORNIA WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION APPROVED BY AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN CONTROLLER ASSEWLY STANDARD PLAN (PCS) IN ALL SPRINKLER BEADS AT INITIAL CONSTRUCTION, INS_TAIJ A,TIU_N - TYPB A 524 w CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION �R,c•E. 24953 SHEET 1 OF 1 WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC,) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, TBE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. INSTALL ONE (1) SPARE ORM93E WIRE ALONG THE ENTRIE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE: STREET TREE INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 1 .0 IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GRDUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 NIGHTS A ROPETM W WEEK BETWEEN THE HOURS OF 9100 P.M. TO 5100 A:M: ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME: DE ?fF'TION OF FEMS'+M DATE CITY Aff'ROVED THE SYSTEM IS DESIGNATED FOR THE MINIMUM OPERATING PRESSURE AS { �N SHOWN AT EACH POINT OF CONNECTI❑N: THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED: THE IRRIGATION CONTRACTOR CITY OF RANCHO CUCAMONGA SHALL VERIFY THE AVAILABLE WATER PRESSURE AT -HE SITE PRIOR40-08 40-0' TO THE START OF INSTALLATI❑N. ANY CHANGES SHALL BE BROUGHT TO PLANTING and IRRIGATION DETAILS THE ATTENTION OF THE CITY. AUTOMATIC CONTROLLER TO BE A CALSENSE ET1-32 (STATIONS) -DR RETAINING WALL (DIGITAL RADIO) WANT-1 ANTENNA PORT INSTALLED WITHIN A LANDSCAPE ARCHITECTURAL PLAN FOR STRONGBOX (SB) 24 SS/120 VOLT CONTR❑LEER/ELECTRICAL ENCLOSURE, 4��w r-0 ��-0w ���� �-0w 4�-0� _ _ea MOUNT THE ANTNNNA PORT (EPDXY-FILLED) ON TOP OF THE ENCL❑UURE I�I� lr/I r / AGE DRIVE PER MANUFACTURER PRIOR TO THE CITY'S ACCEPTANCE, ACTUAL LOCATIONS OF THE ENCLOUSRE TO BE AS DIRECTED BY A TRACT � 2 REPRESENTATIVE OF THE CITY, �!• THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE - II .k i1 �, [ �71;I I _ _ _ '7= ' ` �._I k r - C 11 _.i�� all- -I -I� ! Ill - `_ ilr il:_ I- - �� I:'- I �- 1 __ _ _ - _ _ w _ APPROVE 0►• / � i -TTu . �1i iDATE CONDUCTORS AND SHALL BE RESPONSIBLE OF THE POWER HOOK-UP FOR _ _ l THE IRRIGATION CONTROLLER . ELECTRICAL CONDUCTDRS AND METER TO CITYBVC�R RCE 2' 953 BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE �,IXSCAPp DEVELOPER. � �� aa. 21,_9 DlESiCW ED SIRIBOHDI E ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO ,FINISH LANDSCAPE ARCHITECT -- GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED �/p ''' 1 r._LANDSCAPE SECTION A-A " °� 320 N. Stoneman Avenue Unit B ON THE PLANS, DRAM SII TT 10-3i-02 Alhambra. CA 91801 ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED "!$t -pp E3 /1 2 02 L-7 8 GSO RADE, THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED �f4lF OF "Cp`\Ev�� CHFCKM �! 4� nPA //_;V40 Expires 10-31-02I J 10-31-0212- L_. ES 1 ate- ` SHEET 70 OFA A Trenchi 4.02 Pmducb crxndard man Sion g D.ASTM resin weld ipe). 01784. M pope must meet requirements a ad forth in Federal Specificat on PS-22-70, w,th an appropriate 3055 Ove land Avenue drawings conf«m the �boridar/d Plant Nomea'atobFshed by the Anrorican Joir>t CommRteK on dordord dhmenson (S.D.R) (Solvent-Meld 'ipe). 1. tranches and on bottom d branch. to on awn . Trench excavation shall folios SPRIHK1fR PRICATION SPECIFX71TNri5 wi Haight s'pr0rt Pipe continuaisy Pipe 9 ^9 nhdicase on the las Angela, 77 90034 A NomenclahuEx a Plant amen overed t er the Drawings and a rated. (310) 202-7775 Horticulture. Except for nares covered therein, the edchlis+med astom of the rnxsery s folbwed. 3. Pree%ure main Irhe phpmg for saes 1-1/Y and sm.tx sat be PVC Scheduie 40 with wohent welded jokwb. PART 1 - GENERAL 2. Provide for a minimum d twenty-four(24) inches cors for all InIgetion Anes installed under poring or hordecopii . 1.02 Scope B. Cordttion - Plants shag be symrnetr,ed, typical for variety and special sound, healthy, vigorous, frac from plant dlow , insect posh, or their 4. Schedule 40 pipe shall be mode from NSF approved Type 1, Grads 1 PVC compound conforming to ASTM resin specIfteci D1785. M pipe must meet 1.01 DESCRPTION requirements a W forth in Federal Specification PS-21-70. 3. Provide for a minimum d four 24 inches corer for ag ad shall lave healthy, normal root systema, wN-filing their container, buy nal to the point d being root bound. Plants atoll rat be Pruned ot on mho, toady- ( ) prsesurc soppy Inca d throe (3) inches « larger in drometer. Furriah one inttat all aonhcrete rortc complete ore khdieoted on tore draatrgs or a opeeXied, inckxfmg, but not Rmited to Me fodowfrq and n no case shag trees es topped. � 5. PIC solvent-Maid fittings shot be Schedule 40. 11-1 NSF approved contonnil, to ASTM toot procedure D2466. C. Trees and shrubs shall be at o A Scope d Mork Provide d labor, rtatwiah, tramp.Aotlonw, and tervkao nsceseary to iuxrloh anal inntd the krkp6on Sysem a shhown on the Drvairgs 4. Provide for a minimum d eighteen (18) inches cover for d presswxe soppy loos d taro anal one half(21/2 ihclhes or srtafw A Fumisi ofd set d reinforcing sed, taolts, anal anchore. 9�n9 �9ARed nrureery� opcord.ince rttlu good hhorticuRurc proctioee and fhaf be d the fore and oalper narrragy and dleecnbed here n. associated with the coMoiner size specified on pons. Removal d dl tags, labels, nursery stokes and ties from all piont material prohibited u rr the 6. Solvent and primer f«PVC solvent-weld pipe abd fRtinga dal be d type and instalation methods piexribed by the manufachxer. B. InstoN ag leers aired othe• bodes which are apprwa d the Londscope Architect « City. S. Provide f«o minimum d twelve (12) inches f«ag non-orwusuro Ines. roq by to be cat into canc�rete. B. Stadards NI worts and roto b shall campy with coda, orders, slaidards, and and most the Anin um d govanmwhq '°fat)' regdaotions, rogtlremerds 7. M PVC pipe mat baa the following morl6nge: D. M t mhotill b aeplac d >o the its d «diseaw« s irsufPident in size to the Stondprd Speeific.tiona F« Pubic Morten Construction (Green Boole) latest eddion. 6. Provide fa a minimum cover d eighteen (16) inches f« all control wiring. C, Concrete mor Stripa, footings f« sola, ferning, posts, benchav, etc., where appfieabk. P!on slowing sidps da,hoge co^Y out the indait d the pbntkq plan will rat 1.02 Qli*LffY ASSURANCE R REOl1RtElfENfS a. Manufacturers rani b. Nominal pipe size 7. Refs to City Standard 120 ?retch Repair' when wFdk City stmeh suscepbbk to traffic loads. 1.03 Protection accepted oral w g be replaced al Contractor s expemr. A Pole, ad Furse The Conhac4or shot obtain and pay for ony and aI pwmRa and d °beerwrions a r"A. . a Prowl ra class M fsished concrete work oaf be tionleode(to pedeehion traffic for Mase(3) days. Barricade shall be placed Irrift ay alter concrete ftnshhag. E. Sizes d Plants - Shot be a stated on the Plan. Container stock (1-900. 5-9olbn, and 15-y°Ibn)shall how been grown d. Pressure noting n P.S.I. B Contractor shill furnish, Place and remove oN d hs own barricades. Contractor shill be responsible for any damage to nee construction and rpiocenbnt in containers for al bast one (1) year, but rat over two (2) yeas. a MSF (National xtrusi n Faxhdation) approval B. Yanufacturer'a Dinectiamr. YanAachxer'a drecMona and det.Aed drawige tlhd be followed in d' cava wrfbre Mee mahvfachxera d alleles wed m this 1. The tra,cie. dal nal be bapkMled hntA ag tesla ore Traahss steal be « rpeir d the Mork shall rK made rithout added cost ta the City. f. Date d extrusion required perlamed. caefuiy boekHNed with the utclavated mdaias approved f« Corrhoct furnish directons covering points not Hawn in the Drawings and Spec cations, bockfffi, , ixinsisting d worth, born, sandy day, sand, or other approved materkh, free from large clods d earth a stones. Bockfll shag be mechanically F. Substitution - Substitutions for inEcoted plont material will be permitted prvvkfed the wbat Ae materials are approved in Q M fillings shall beer the manufacturer's name or trademark nalerfoi desgmtiom, oho, apple I.P.S. schedule and NSF sed d compocted in landscaped areas to a dry density equal to odjacent undisturbed sal in planting areas, Backfill wig conform to odjocent grades without dips, sunken 1.D4 Chan-up advance by the City, and are mode al rex additional cost to the City. Except for authorized variations, oll substitute Pkmt materbh C. Ordnanpes ad RegwAathonx M local, municipal and std* lows, and rules and roguteone go".A or relating to any portion d Mule work are hereby °�°Y0i' areas, humps a other surface irregularities. shag conform to the requirements d these specifications. incorporated into and made a port d these Specifications, and their prwiarons sal be corned out by the Contmrtor. Anything cmtoinx in thea Upon completion d ag concrete work and before find weeptana, the Contractor sag removed tools, :aphis mato, , apporub^ deft, etc. from fro C. PVC Non-Pressure Lateral Line Plong site and the site shall be bit in a coon, neat coniftion acce table to the plants, The qtr, Specifications shot not be construed ta conflict with any d tie above rules, requbtias, « requiryrterrh d the same however, ester these SpeciFnations 2. A fine gronubr material backfill rRl be initielly placed on all Ina. No foreign malter larger Upon one-half (i/2) inch in size wall be pertnitted 'in Moe initial D �y G. Planta Not Approved - Planta rat approved are to be rerthaed from aIle inrrrhe,h�' anal replaced with tulabk and Drawings call f«or describe materials, workmanship, a construction d o better quality, hghor standard, a larger size than is required by the oboes 1. hon-Pressure buried lateral tine piping shot be PVC Schedule 40 with solvent-weld Jokub when Istalled m alas backfill. reserves the right to reject entire ots of plants represented by defected samples. nub. and ruplatioro, the provisions d these Specifications, and Drawings shag tike precedence.. �� PtANfMC SPEgFIGTKINS 3 Floodrg d trancles will be parmMed ordy with approval of the Cly d Rancho H. Stake d trove, a per details imme"allif after plating to prevent wind damage. D. Lapbration d Drawings: 2. Non-pre.suxe bterel nese piping inetded under pored seas shag be PNC Schedab 40 with solvent welled joints. Cua0R10ng°' PART 1 - t�RAL 1. Due tib the Scale d the Drowmgs, 1t s not poeaflw to ihdcats d affeeta }RMrg fleewef sic, wsddw be The Contractor fhlal 3. Pipe shat be mode from IRF approved, Type I, Grade 1 PVC compowd conf«mirq to ASTM rain specifndlon D1784. M pipe must most rowinivrenb set pipe, volve., sp ink!ei heads, !awn, ploMirg, «otlxr corahveton ore necessary, the Contiodw shall mace be xvated defto st tf o y g� � after finch gro ro h f!rat atof tr ed and allow ng Dost 7 � ��• �� 4. N settluamweat oocurf and ad ells in 1.01 Scope d Mork: oabndor days pri« to instdat'ion d said lawns « ground Dover to provide fa tthortxugfh ordering d trees. M planting holes tlaA inseitir the structural and finished condbom affecting d d his work and plan his work oaardiigy, furtwahed such fittings, etc., a may be required to forth in Federal Specification PS-22-70 with an appropriate standard Emersion ratio. all required adjustrrenta without Dost to the City. Contractor shag provide ot nmakrfaiS, labor ad squipmerd incident.!to and recessmy for completing all work, a kdicaled on t e (rowing., a reasonably apProD* meet such condd'iona Drawings are generally dagrommatic and indicative d the work to be ristollsd. The work shot be inataNed in such a manner a to C.Trenching and Bockfill Under impfied, or a derineated in the Specifications a follows. 4.03 Sail Amendments: 4. Except a noted n porogr.pho 1, 2, and 3 d this lection (2.018), d requinwwnenta fa ran-pressure katervl Ire pipe and flttinga stall be fro sane a f« P0'�: avoid conflicts between the irrigation system. planting and architectural features. cogent-weld pressure main fine pipe and fittings a set forth in section 2.018 of the Specifications. Soil °mendmants shag be a rscon-ne, d in Ms Agiol soft report 1. Trenches located oder area where poring, oephaitk eorhcrete, «rxxherete wig be iristofbd, thug M taoddfRled pith sad (a byes faux (4) inches bolos fro pipe 1.02 Stondads 2. M work called for on the Drawings by notes or detaft such be furnished and iirtoded whother or not spocilicofy mentioned in the spec cation. D. Bross Pipe and F%rgs and six (6) inches above the Pipe) and compacted in oyes to 95% compaction, using manual a mechanical tamping devices. Trenches for piping shag be 4.04 Troes Stokes: compacted to equal the compaction d the existing adjacent undisturbed sal and shall be left in a firm unyielding condition. AN trenches shall be left flash with M work and materials shall 3. The Contractor shot not wflugy irot.l Moe i^i9dan system a shown on the Drowirhga wrhen it s obvbus in the field that obtfihuctions, grade differerrees, campy wrRh goverirq coda. slaty adwa, stanhdadt, °nal rsgubtiom. and meet the rtlnkrnxn reguiremenh d the Standard 1. Wham indicated on to use rod brow sereved the adjoining grade. The Contractor stall set in poor, cop and pressure test all piping under paving prior to the paving work Specifications For Public Works Construction (Green Book) latest edition. Tree stakes shot be lodge pole pine tree stokes. See tree stddng detaf on pkame for furMror infatuation. « drecrepancies n °roc Emensions exist tat might not taw been considered n engineering. Such obstr„ctions a drffereneea ahoukl be brought to the Drawing., P!Do con<ormin9 fn Foderof Specr7x.�ation +ww-P-351. attention d the City d Roncho Cucamonga. In the event this ratification s nal performed, the Contractor shag assume full ren*rm lity f« any revision nscexory. 2. Fitti shall be rod brow conformi to Federal P-460. 2. Gonaaly, piping oder existing waft s done by jacking, bora g, or hydrovle driving, but where ony cutting or breaking d sidewalks and or concrete s - necessary, it shall be done anal reploced by the Contractor as a part d the Contend oast Permission to cut or brook fhdeM t and/or concrete shelf be 1.03 Qualty Aasuronce PART 5 - CROl1ND COVER AND BEDDING P AHTS 1.03 SUi3MITTALS E. Copper Pipe and Fittings: obtained from the City d Randa Cucamonga. No hydraulic driving wig be permitted ceder concrete paving. A M Contractors performing Site Develm- work, must be fcei in acoadonee with the owe d the State d California. 5.01 Scope d Work A Mote, risk 1. PIW Type K, had banpw . 3. Refer to City Standard 120 'Trench Repair' when within City street susceptible to trdfn bads. B. Contractor shag provide the Landscape Archlect and the qty with a fist d Subcontr.ctom and Material Suppiiero exwt to be oil* during to Provide dl meteriala and equipment and perform d work necea.ery for and incidental to instaffrg d grand cover ant bed(frq 1. The Contractor shat furnioh the arteles, squlpment, matayah, or pracesea speetfied by none in Moe Drawings and SpeciFco6ons. No suAsNhutim will be 2. Fittings: wro gfit copper. soder jakrt tylss• D. Assembler. course of constrxtion. plants, as shown on pons. as reasonably implied. or defineated in the specMica6ons slowed without prior written approval by the City d Rancho Cucamonga C. Contract« shag obtain and keep in fora Public Liability and Property Damage him.nce, during entire course d tis Construe8a+ Contract The amount 5.D2 Bedding Plants; 3 Jokds shag be soldered with elver solder, 45X:liar, 15X copper, 16% zine, 24%cadmium, sofdus d 1125? F, and liiquidus d 11457 F. 1. Routing d sprinkler Arigeon Ines a Indrroted on Mae Diving. 's dagmmmatic. Instal Ines (md various awernbfes) !n such a manner a to conform with d insurance stag be determined by Cry. Perennials and Annuals- Provide heathy container grown plants tram a recognized nursery, and d t e species and variety shown on 2. Complete material rat shall be submitted prior to performirg any work Materiel list shall include the manufaetrar, model raxnbe, and dacrlp% d d the Mab in the Drawings. plans. materials and equipment to be wed. Although manufacturer and other infor ation may be Efferent, the following is a guide to proper submittal format F. GoteVohe.: D. Prior to start d wile development work, the Conhoctor that the 2. ksM NO multiple awes. in plastic Inca. Provide each assembly with Rt own outlet. shot also su the !landscape Architect and a an L°nd.knu er ofet °nal son to cies starting and campktion d°tea. Contract« bm No. Description Manulocturar Model No. 1. Bal Volves (11/2' and wnafer) PPly qty rich the novae and telephone number d tie person in charge d the work Ground Cover Provide grand cawr d the species sfoom on plana. Ground cover shad be estobgshed and wed roiled in Hats or 5.03 Ground Cover: 3. iial d assemblies specifred heroin in accordance with respective detall. In absence d detd dr°wirgs or Speeilikeoro pertaining to specific Items raquked to 1.D4 Responer�ities and Coordination: similar containers 1 Back" Pnrenter Fwbco B25-Y-BV a Bal calves shall be a 125 b SMP bronze wane with threo(ed ends and sod be equipped with a stole steel handle complete work perform such work in accordance with bat standard practice with prior opproml d City of Ra ch o Cucamonga 5.D4 Mulch: 2 Automatic Controller Coisenae ET1-24 -DR b. Bol calves shall be Nibco T- 585-70-66 or approved egad. A Permits The Contract«shag obtain land pay ford permits and inepw%s required by gawming aMarPtiee for the wait to be poifaiii . Mulch: Shag be d compacted wood chip fiber. 3 Master Yds Superior 3100 RCV a M Bol wives shag be istoled per dotal. 4. PVC pipe and fittings shag be Maroughy cleaned d drt, dust, and moisture before installation. Istallation and solvent welding methods shag be a 4 Etc. Etc. Etc. recommended by the pipe and fitting manufacturer. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the pons at the site prior to carrnenament d any work user 5.05 Coordination: 2. Resi�ient Wedge Gate Valve (2' and urger) 5. On PVC to metal connections, the Contrator shop work the meld connections fret Tefon tape or approved equal, shill be used on ag thnoded PVC to PVC, this contract, The Contractor shag verify the location and depth d dl underground utilities prior to start d work A Do rat haw plants dedvered to the job die uwdA sib cordlticrs ore ready fs plan rill K plating is delayed, tp plant roots 1 Igaft swbmitd mast be pecifie and w Vista. M i e m must by Noted and ofhodd khekude solvent primer, oft connsetore, rake, bil ate. No and on ag threaded PVC to metal joints. Light wrench preexre is ag that is required. Where threaded PVC connections ore required, use threaded PVC adopters copies of mondocturell Iteroture (catalog cats) aro rrpuirod a fubmftw information. a Res" Gate whet dog be coated and operotiv mA i to 'which the pile may' be solvent welded. C.T apply for and pay ot cost incurred for ag temporary utillin such a want, ekcti power and gar a moist and plan in a sheltered location protected from the van, wind and other damaging wkements. sDaAr ogdpped writh ° Y wmpaay Utilities: The Contractor dal b. RW"t Wedge Gate valves and be No. 403 RT-RW a supplied by Watts or approved egad. required by him for the constu ton d the project. Temporary services ohalg be coordinated with the City and other cantroctons on the job die. B. Sof preparation and fine gr.drq stall be completed and trees ad shrubs inat.Aed prior ta bedding plvnta ad 9faund corer E Lie Clearance: 3. Equipment « matorob netatled «fuxriefhed wftmout prior approval d the Cly d Rarhefho Clurnmorhgo nay be rejected anal the Corhtrotts may be e M RemlieM Wedge Gate valves d all De instahkd per detail D. , Reference Points, and Elevations: The Contractors planting. required to remove such moterioh from the sitz al his own expe,me. 1. NI Knee shag have a minimum dwr0l" d fix (6) inches from each other and twelve (12) inches from Ines of other trades, with the exception d the rapnsbk for atobfshng oN surveys, reference points anal ekwtons required by him. and G. Ouiek Coupling Valvae central wire sleeves) which shill be installed adjacent fa pressure soppy Brae. PoraMs Imes shag rat be imtaNed drrsety over one arather. shown on pore for proper exexvtion d ale construction. 5.06 kstodation: 4. Approve d arty Item, alerneve a substitute indicates ony Mat Mae product or products apparently meet the requirements d the Drawkgs ad Specifications on the basis d the information or somples submitted 1. Quick o ig" valves shall haw a brow. two-place body designed for wain" pressure d 150 P.S.I. F. Automatic Controler tr Traffic: The nd Moor b all onor for ag temporary re uir b.nfeth and deters required or ies fa the txxutruttion d the project M temparany traffic barriers ant detour sal! conform to dl kandl;ons required by the Cly a govreming authorities Plant ground Dover°nal beddrg plans o moist sof and apace a inEeated on pias. 2. Quick cooping voles shag be operable with a quick couper key. Key sire and type shat be a shown on to Drawi gs. Intal a per manufacturer's instructions. Rerrats control wMe shall be coasetsd to controls in nnxnerical sequences a shown on the Drawings. 1.05 Detective ad Ikauthor,zed Work Each plant shag be planted with b proportionate amount d sof so a to mirl moot dbhxbance, Soll moisture shall be sadh 5. Monufacheer's wonartties Ad nal r9lim t e Contracts d hie Noblgy under the guarantee. Such --tin dol onlyr srupplement the gwn.ntee. ng D H. BockHow Prevention Urdte: RECORD DRAWtrGS: 1. Bockfiow min unit shag be d wfze and indicated on the iislaf backfbw units in accor'dahpe with the C. Ffgh Vog.ge Wiring for Automatic Controller. M work which s determined by impaction ta De defective la is oonatnxtion s(eficont m any d the rpuukerrents d the � sof dove not crumble when romovi onto from Cantairha. i int' lrl9eon drools s P�^ha^ be remedied a removed, and replaced by the D shall Regnode planter ereo. after porting, to redone smooth fresh grade and to msxe proper suAaa 6dioge. A 4'layer d mulch 1. 120 wit power connection to the outomatic controller the be prodded by the Contractor. material dap be spread over the entire pante- area after grode s established. Watering shag begin immmeffately after mulching 1. The Contract« dad provide ad keep up-to-date a ca*lots record int d"m coald prints which dal be corrected daft', sowing every change from 2. Wye obdia al backflow prmention units daft haw a bronzed screwed boy orfh 50 mesh morel screen and sal be simlor to 8.11 #1008 or°pproved equal. (Grading dal! occommodote the mulch) to original Drawings and Specifications and the exact imtaiod loco", sizes, and kinds d equipment. Prins for the purpose mai be obtained from the Cly 2. Ail electrical work shag conform to local coda, ordinances, and union outarliee haNrg jurisdiction. Contractor at hs own expense in a manner acceptable to the Landscape Mcldted and City. 5.07 Protection: d Rancho Cucanongo d cost. This asst d drawings shall be kept on the site and shag be used ony a a record wt 3. NI pressure morn use piping between the point d connection and the bockilow proventer shot be installed a required by local code. The Contractor shall veAfy 2. The Contract«sheaf make nod and with the local goveming body a to material type and installation Procedures prior to start d construction. Submit dap drawing for approval, H. Remote Control Vhlws: legible notation on to record drawing prognose sheets defy ore the orale proceeds, thawing the wale a actulally instded. 1.06 kupectiors: Erect temporary ferning « bariere to protect plarded ores from danoge prix to final acaptona. For example, ahold a piece d equipment be instated in a location that does nal match the plop, the Contractor must mdreate that equipment hoe been L Check Volvee 1. Install where shown on the Drawings. Where grouped together, allow d krat twelve(12) inches between adjacent valve boxes. Irv" each remote control valve The Contractor shot orange for inspection.by notifying the Landscape Arcihlxt, Cly ad gwenhing outhal6es, 24 haus prior to time d li speefion, oche PART 6 - WEED ABATEMENT roocated n a graphic manner so as to match the origin°I ymbos a indurated in the irrigation bcpnd. The nalo^ated equipment and drnensias wig then be In a separate volare box. otherwise noted. Inspections stag be as fisted below, but nal neassarly in this order. Ony the inspection pertaining to the project scope d work will 5.01 Scope d Work transferred to the original row droving pion d to Koper time. 1. Swig check valves Y and mals dot be 200 pound W.O.G. til corobucMaa with replaceable°oinpoeiton, neoprene, s rubber disc and shag meet or apply' exceed Federal Specification WW-V--51D, Cos A, Type N. L Flushing d gym: Provide ag noterol, equipment, and War ne essary to pale.... d work a liidnated on plans, a rcaaably knpfied, and a 3. Bete the date d the final observation, the Contractor def barefei d informlaton from the 'record drawirg' Prints to a sepia mylor or balm mykr Rough Groft delineated lo the pecifnatiom mate, . Arangemenh shot be mode through the city for obtaining pial sepia mow or simlar myla material. M work shall be in waterproof kuk ink and 2. Anti-drain votive shot be d Mavy duy vkgm PVC construction with F.I.P. tra.d inlet and outWL Intend pars shot be ftalnlew steel and ne°prem. 1. After d row sprinkler pipe Knee and Aero an in place and connected, d rsecessay diversion work tae been completed, and prior to IstOk% d prokler Drain Llus and Catch Bads the control valves shall be hhwodR oral fug head d orator used to fkuth out the m. aPDled ta the ,iylar by a bedrhicof pen mode for use on nrhoterial. Such dal be »inmRor to Male nhahufocttmred R Kueffel t Anti-dr.in wive shah be field ad' drawad from 5 s 40 feet d head. Anti-duan vane shag be similar bo Mae Volcon 'ADV' « �� � I ' ion main Ire R 6.02 Qud Assurance: exprcssy myl« Pen by aprdo9roph luatoble against aDPraed egkad rngot ( pre.sure, coverage syslerna opuroBorhr test) lY Esser, or Faber CosteN. The drnensioro shag be made a to be easily readable even on the final controller chat (see Section C). The original mylor 'record Sal Preparation and Fmsh Grading. drawing' plan def be wubrm'tted to the City d Rancho Cueornnge f« approval prior to the corpliticn d the controger dart J. Control Wing: 2. Sprinkler hoods shall be instaged arty after flushing d to system has boon accomplished to the complete sewf.ction d the ciy d Randa Cuearnmr. Pont Material (delvery 3 placement). A The Applicator d ag weed colib material shot be fanned by the State d California a a Pod Control Opewotor and a Pod Substantial Completion I spection (d completion of tandscope improvennente - 7 Days. Control Advisor in oddibon to any subcontractor row sea tat arc required. 1. a noted oMh �nst, led in cont between the withhatk acture * sal the elewith contral wives dog be e. P with nestt l be oris AWG- a J. SprfMder Hsods: B. NI mail and methods must conform to Federal, Stas, and Local Regulation:. 4. 1Te Controator dal drren.ionh from two (2) psrnrainent points d reference, oucln a buRdvmg corrhere, ddewrolk edges, road intersections, alae., the locator d F� capPK Final hhspettiari (after maintenance period) - 7 days. the}dkxing harts: 600 voR. Contral wiring instated in control wie cordal within otrtucturo sag be made wlh AWG-TW :did copper oro. Plot wires ahaN be a Efferent calor wire f«each automatic controller. Common wires dal be white with a different color stripe for each aurtoratic controller. I stall in accordance with wive 1. Install the sp 1,Wer heads a daigrgted on the Drawing. Sprinkler heads to be irsi.fed in thio work shag be equiwknt in ag respects to taw itemized. Qty m � P�to the�l19 6.03 SubmRtol: a. Connection to wilding Miler gra, manufacturer's specifications and wire dart In no cox shag wire size be less than J14. Tis contact«sag orrorge a Preconstruction job oonfererce with Mho Ladscope Artihitect and a minimum d seven b. Connection to existing electrical power. orork Prior to the imtdation d any weed conboi moteriab, to Londecope Contractor shot subrtit to tie Ladscepe Anchfset/Cty a e. Gate calves. 2. Wii' dad occupy the *arts branch and dhdl be nstaled along the Arts rouute a pressure supply s lateral free wfherever Power* 2. Spockg d hoods shot not exceed the maximum indicated on the Drawigs, In no owe Ball the opockg exceed the maximum recommended by the list d the weed control materials and qualities per acre 'intended for use in corhtrall the weed mormocturer. 1.07 CwranBar n9 ape D�� and aapectsd d Routing d tDrkltbr pawure liras (dirterhsion mac 100' dog routing). on the cite, a suppled by the Pat Control Aufv!ta. Pod Control AdJsor dog famish the Lordecape Controdo and e. Sprinkler control whoa. 3. Where mars than one (1) wire s placed in a bond, the wirirq dal be taped together d intervals d flown (15) feel 3.D4 TEMPORARY REPAIRS A Pont Materiola M base, snubs, ground cover beddig plants and lawn def be guaranteed ham date d feat acceplmiee of lard.cape eonsbuction Canned ming a anal City dila to rernonstrote the compatibly d the weed centro! nhateips oral metfads with tae f. Routing d contrd string ad lacotiom d d pke boxes, for periods a fano..: intended pkantin9 oto seed varieties present. g. Quick coupling lichees. The City reserves the right to mals temporary repairs as necewsy to tp the pAnklei system equipment in operating condlion. The exercise d the right by the 6.D4 RwpormVty and Coordi abon: h. Stub-out fa future °amectiors 4. M expan.on all shat be provided wthhin three (3) feet d each wire connection. Expamion cul shot be d sufficient length at such splice connection d each qy shag nal refieve the Contractor d his respombilfti" under the tams d the guarantee a herein specified, Tram 24' box t larger 1 yes L Oter related equipment a directed by to City d Ronctho Cucamonga. electric control valve, so tat in core d rear, the valve bonnet may be brought to the surface without dsconnecting the can" wires Control wires shag be Tram 15 got. k smaller 1 yes Idd loosely in trench without stress or stretching wire conductors. 306 IXtSTR4G TREES Shrdba M sizes 120 days A landscape Contract« s res". bk for the erection d d signs and bonlel roqu, to prevent intrusion Into the beat 5. On or before the date d the Hind field observation, the Contracts shag delver the°oreeted ad ow roe espies to the CRY d Ronict Cucamonga. Ground Cover 120 days awa and to notify the pubic. Delivery d the sepas wfl rot refeve the Contract« d the responsbPity d furnishing required inixmation that may be omilled from the prints. S. NI p6ees shall be mode with Scotch-Lok #3576 Connect«Sooting Pocks, Roiribird Snap-Tile wire coahxtora., or approved egad. Mahe oily one plea r'ith Where R s neoa.ay to -cam adjacent to axis"fives, the Contrael°r shot we all possible care to avoid injury to trees and tree Hoots. Excavation in orew Bedding Plant 120 days B. No materiel « methods shag affect the kmdscppe pkmting or hydro sed germination. No moeri. s ,otad shop render C. Controller pore each connector sealing pack` Hero two (2) inch and larger rods occur shag be done by hand. M roots two (2) inches ad kxger in diameter, except Erectly in the path d pipe or poll 1, gOlin (°Dd> 1 d0y° the job site unursable for mon tan f0 days from dote d application. f1aN be turieled under and shag be heavily wrapped with burlap to prevent scarring or exca+sive drying, Where a Etching machine s run close to toes having Lam (weed) 120 days from fret mowing 6. Fuld opfces between the automate controller and still control valves will nal be clawed withaut prior approval d the Cly d Roncl Cucamonga. root smaller than two (2) inches in diameter, the wag d the branch adjacent to the ten shall be hard trimmed, making dean cuts through. Roots one (1) ich 6.05 Non-Selective Herbicides: 1. Ae bulb drawings shot las oDDnowd Dy the City d Rancho Cuxamorgo before eonbofer charts aro prspored. ad larger in diameter shag be painted with two coos d Tree Sod, or equal. Trenches adacent to fres should be closed within four 24 hours; and where O^ ha4n after to project occaptonc�e by Cly°nal ot the end d Me te0 ay nainterana palled. Lardaeape Contraats shall rweplaea ad plant K. Automatic Centrals j b - ( ) of materials which have died within toe tins n stated above, al no cod and within 5 from written notice from the 2. Provide one contrdkr chert for oath contmolbr sequence. this s rat poesble, the side d these trench aejokxsnt to the tree shag be kept shaded Mich burlap « danv.s. >� � �imh9 Landacnpe Archlect Ilan-selective contod herbicide and/a non-selective syatemie (herbicides (a aecomrthended by the Pat Corwtrd Adv;ss) 3. Tye dart shot show the area conbdled by the automatic conboler and shall be the maxkmom size whop the controller door wit allov. i. Automatic cont, er(s) shot be d size and type shown an the Drawings L City. tConntract�al s not sept ince and polled within to 5 dvy period, Cly my repkax dead material wth new mater,ol and large the 3.06 F1FJD OUALRY CONTROL Land.cape ezpensce umcurted. 6.06 Sebctjve liabicides: 4. The dart s to be a roEuad drawing d the actual instded system. However, in to event the conboler s"ce s not legible when the drawing s 2. Find location d automatic conlroller(f) shat be approved by the Cly d Rancho DiemroVe. A Adjuatrrwerrt d to System: Seleetiw pre-emergent fhathid(es aompahble wrlth wed mbRures (a rooarwmerhded try to Pod Contrd Advisor) B. Condnx:tiori Yateriah The contractor ahaA 9uarerhtee d workmonship ad rtaknfas for ot doe dnrebprnsnt, for a period d ore y.er from dark d reduced, l shat be enlarged to a size that wig be readable when reduced. 3. Until. oten!a noted on the Drawings, the 120 vol electrical power to such automatic controfw oeatim Ts to be full im by oters. The Huai w a lc°I 1. The Contractor shag flush and adjust d whirler heads for optimum parfomhahce and to prevent oversprq onto walks, roadways, and building.a mach a frd a�ptanCe d Proj� 6.07 Weed Erodnation: 5. The dart shall be a bock Ine s Muslim onlid print ad a Efferent color sial be used to kd'oote the Seo d aoveroge for each station. hook-up slat be the resDonsbA4 d the Contractor. 1.08 Materia ad Lobs Reks..es: tin the opinbn d the Pest Central AdN.or, perennial grove.°nal wee(: m to L. Electric Central Valves existing plartig seas wAl require control 2 t f s deta inired Mat in the ' 'clan with ad rare the Contractor s1aA rat 6. Noon oortpbted ad approved, the dart chill be oud)tuur6whents irrg etyuiprhaht provke proper adegwate uxaverthge, audh °(' Upon completion d Me work, the Contrator afhaA to tae d ot katar°nal natalab weblax.for d work herrnetioaly waded betwxn too pieces d plas'ic, oodh piece being a ndnimum 20 nota. 1 � prior to removal. spray thhese area per Peet Control Advisor's recommrdationa. 7. These chorts Nall be completed and 1. M electric contra' valves shall be the same size and type shovn on the Drawings. b planting. Adjustments may deo include changes in nozzle sizes and degrees d arc a required. Development i d �Y el9^d av0!w pafomhed oder Sits approved prior ta to final }aid observation d the irrigation aysem. D. Operator and Mamterance Monudr 2. MI dscbk control valves dad have a monad How adjustment 3. Lowering raised sprinkler heads by the Contractor&roll be accomplished within ten (10) days after notification by the City. 1.09 Disposal and peon-up A Prior ta the installation d the irrigation wyskm remove anal clear d weeds and debterias noteri.s from pbrhting ansa. 4. NI sprinkler hoods shag be wt perpenEculor to fm'shhed grades unless otherwise designated on the Drawings. Mow hherbicide to kill all wade. Ras or hoe off d dead weeds bo ° 3. Provide and instal one control vale box for each Wecb a control vaba Removed wale m°teiias (icodng excavated aaatel classified a unaccepMDke td moterid), trash and debris generated or enewntened the dept d 1' - 2' below the wurfoa d the fol. 1. Propos and ddivar to the City d Ronda Cucamil sigh len oakendar days pryer to connpletipn d cansb,p , two hard-cover, three ring Dkadera course d landscape construction, and o d' d R Du' the course d the work, remove �� tY nerrave ag weeds from the aIle. contoining the following information: M. Control Valve Boxes 5. R.ri Bird ffB-CP-PRS valves ell be set per manufacturers specificption p tat each loterol operates al dseign pressure. ie9 ty r^9 curdle maof wo from the ole aha I9ave premises in ° rheat anal dean condrtion. Claon uP and remove ag rempinimg debris anal surplus material. upon completion d worn Me a Index shed which states Controctoro name. a d, , and bbphaaw nnxrber, and which Nota each installed equipment and moterid Rem inchudmg names and 1. Use 10' x 10-3 4' round box for d valvae Carson I dustries 10-128 with boR down covers leaving real aha / gale r9 green approved equal. Exterisorw tlwve shall be PVC B. Teatmhg d k►i4atan System' clean. The site shall ha cleaned upon the request d the napector. PART 7 - IANDSC.APE WINTD4AhICE address d manufactures local nprm.,atives 7.01 Scope d work wlh minimum sae d dz (6) nhcfes. 1. The Contractor ahaA rrqueat the proeence d the Cly d Rancho Cucemorhga in wnfirg d cod 48 hours in advance d toting. PART 2 - IXECUTION b. Calauog anal parts sthees on every materiae anal etTuip,hent tan inatolled under ti. Conhtrcat. c. Guarantee statement Provide d materios, labs and equipment raceway for, or ineidawtd to, perfuming d 1 aintanans rsquiraronts a d Complete operating and raintenanpe irslnutions on dl major equipment 2. Uva 9-1/Y x 16' x 11' rectangular box fs ot electric contrd vatwa Cason kdusbies If 1419-128 with gran bol-down cover or approved equal. 2. Test d pressure Ines under hydrostatic pressure d 150 pounds per a" 'inch ad prow watertight Kee Protection: reasonaby implied or a delineated in the specifications including, but nal limited to the flowing: Keep all plant mataid defvered ta site m a healthy condition for pkantkhg. Plarrts sod not b olbwod fA dry cul Bas root sMcic droll las separated 2. In addition to the above mentoned mointerarce rtarnuds the s nhainten.nc�e writh iratrauetions 1s mla lard sow wvirferrcs m 3. Uva 6'dameta x 8-3/4'deep rood plstic vane box for d quick couprrg valves. Cason Industries If BOB-12 with green flex-lock cover or approved sq+a!• and heeled-in, in mast earth or other suitable material until planting. Boted and burlapped plants shag have root bat covered with moist sell wood Ydnton d planta and panted areas. p0 P ^^s s4iu Dmf 1. The Contractor shag request the presence d the City d Ro cls Cucamonga in writing d Isod 48 hours in advanc�e d dips or other suitable material until planting. K writing to the City d Rancho Cucamonga d the conclusion d the project that tis service has bene rendered. 4. Ute 9-1/2' x 16' x 11' rectangular box for d electric control valves installed within on-grade brdecaped areas. Corwin lydwtrfes 1 1419-128 with green Prue trees and shrubs. testing. Sep planted ars°: fine d weeds and debris. bolt-door+ cowr a approved equal. 2. Tedd pressure Ines under hydrostatic pressure d 150 pounds per square etch orad prow watertight Fertilized ag 2.02 khdallation: plants and planted oreaa. Nile: Teating d prowl main Inca :roll occur prior to kstallat n d the ebotrtc control valves. DetaRed layout d pons wit in the pkwdkg area shat be performed by Cawbactor and oppi by the Londeeape Architect and Cly prior to planting. Insecticide E Equipment to be Fumisfhod S. Ute 10' x 10-1/4' nouxhd box f«d ghlek eouplhg valves metaled writin on-shueture brdscoped araoa. Garcon kdusMes No. 910-128 a4th groes bolt-den o�on. i. Supply a a part d this oadract the foill tools 4. lin 9-1/2' x 16'z 11' natonquubr box for d obptric control valves irhdoged whin on-grvde thdscaped sea.. Cassa km(atrfes } 1419-128 with gree 3. M piping urhder paved area shall las tasd wilder hydrostvtic pressured 150 pounds Per aquae inhclh ad pvwn watertight prior k pe4ng. Sof wcevvated from plantirhg hhdes shot be Ortemde( ta bocMfl sound thea and shrubs using the fdlor'ing mixture: 7.02 FatRizers a. Two (2) ods d special tools required fs noraft and adjusting each type d pAnkler ad valve tupf4led on tis poject bol-down cowr or approved equal. 4. Sustain pressure In Ina for nal ase than six (6) hours. If bat develop, repl"joints and repeat tat uil atie system s Proven watertight Natie, On-She Wt with rock no greater than 3' in dartaeter A Commercial hrbTrzare with on anufysls d 5-3-1-Cro-Power Pks ant 12 6� Gro-Power Controted Rekaw tllbogen, a b. Two (2) fou-foot valve keys for operation d gate wives Gro Poser Pks, 5-3-1 15 Ibe/q e. Two (2) toys for each automatic controller 5. Use 10' x 10-1/4' rand box f«d quick coup$g volvas kst.fsd witkin on-stnxhxe landscaped area. Carson Mustrfe. No. 910-12B with green bot-down S. M otic fess swill be nhode on in to d the Gener°I Controetor and the designated herein, or approvad substitute a required by tye Agronomic sage report Avofable from Gro Power (909) d. Ore (1) quick coupler key and matching hose wlvs for ova nes (5) or fmctan thea d eaclh type d quick coupling vdw inetded. ht Sprue- Meade en obi h pe a qty d Rarniho Cwucanon9a. No pipe dal be bockfited udR it !� �!! 2 labs/cY 393-3744. las been observed, tested, and approved in wAting. 2 1M does mentoned oghaipmxnt shag M tuned °ver to less Cy d the corwiireion d the Kroject Before fend aboavatiori con ocar, evidence that tale Cy 1. M aprinkda hoods shot be d to some she type and delves the some rale d predpitation with the dorteter(s rwdiva) d trove, prewwm, and uMeclhor9e 6 Furmriah (To be wed for bidding Purposes only, verify with Agnonoink SoNo Tal) B. Ammonium Suihate: Granular farm contatning not lass than 21X nitrogen and 24% sulfur and shot be reg'ste. a aw las reca oval material must ip sawn b the Cry d er to a City ag�, 1.shown on the anal « w thea necessary force purtp and ag other best equipment agric ltural Deport Ag' compgance with Article 2 - 'FertiTrzer Mate, ,' Section 1030 d miner, with the Stole meat d nc�kdture in Diowinip / specli°d ' special provisi°na. After bwk%9, construct a 3' sorthen berm to form watering basin award each plant, to dor thorough wartar-in and �. the Agricultural Code. 1.04 PRIXrifCT DELIVERY, STORAGE AND giANDLMG 7. Mhen the irtigation >iYdefi1 s cortpleted, perform a coverage tee In the pwaerae d the Cly d Rancho Curnrtorwga ta ddemnhx x the water coverage f« 2 Spray head% shall have a screw odju.trnent planting area s complete ad adequate, Furnish ot materals and perform all work required to correct any inadequacies d coverage due to devotions from the Prior to installation of turf and ground cover, remove waiter basins from nand trees and snubs. Berms in turf areas to be rerthoved W_1n Cly 7.03 General: A d PVC anal The Contractor s oautahed to exercise core In and PVC and M PVC Drawings, or where the system has been wilfully inst°Ned a indicated on the Drawings Mien 1 b obviousy inadequate, without bringing this to the attention d acceptance. himx% � ft^9e to int uMvaErg, cloning *a �• 3. fewer units loll be fabricated in accordance with the data% shown on the dia-li the qty of Rancho pipe shot be transported n a vehicle which dowel tie Cucanargo. This test sell be ocoomhpruhed befo a cry ground coves s planted. Maintenance sag stat ' alter bn9th d pipe to Ie Hat p a rat to subject 1 to oda berrEng «a concentrated extemai boil at PART 3 - SOIL PREPARATION MID FMfSif GRADMG �� �� � ay point. Any section d pipe that las ban dented or damaged will be dscaded, and 4 irstali 1, shot be raploced with row pip,ig. 4. Wer nipples f« of sprinkles hoods chill be the same sae a the river opening in the sprfnlder body. 8. Upon completion d each phowe d work, the satire "am shall be toiled ad adjusted to meet site requirements. Maintain ag ponds and planted crops on a crontinuous bas a they ae instded doing the progress d the wok, ad 1.05 SJBSTMUTIONS 3.01 Scope d Work: continue to maintain them until final acceptance d total project Replace any dead or dyirq Planta a Enacted by the 5. M pil,Mo heads d the fame type shot be the some manufacturer. 3.07 MAINTENANCE A Provide ag materob and equipment, anal pwfortn ot Mork nocesaay for ad inklenboi to to sill praparaton ad twish grading d ag plantkq dsd Iowa Land.cape Architect ant Cdy repreaentatire. A K the Contractor wishes to substluts arty equipment or materials fs the equipment s matafals Noted on the Dnawli anal Specifica6as, he my do so by 0. Soevinq A. The entire i arses a shown on pore, a reasonably implied, a a delineated in the specifications. providrq to foNoMing information to the ml90tion system ahaN be uhdor lull outortatk operatofi f«a period d seven (� days pis to onj'planting. A pogrom plank ad planted areas n ° hedhy qty d Iionc�ho Cucamnga fa approval: I'riq°tion: Oper.te irrigation system on an esabrrshed b mdntoin d 1. Slsevnq under haidoccps or paved aear for mokA , lateral Ines or control string shelf be Sc edule 40 P.V.C. or oW pod R The City d Rancho Cuc°morga reserves to right to waive or shorten the opwotion period. B. Fumuhing, pocement and grading, d toppf for bockfffing d pkwters 1 required, condition. Imigation f�Ystrm run-off shag be kept to a minimum. Damage to irrigation system resulting from maintenance ad i u °nal « mointerhatce shag � 1. Prov!M a dotemad irhdheatirg thio rooeon for making the suth.tituton. tJwe a weD.rate shhad d p°per t«wodn Rxxn to be submitted. oq Pnment / prsonnei, be re.taed to its origins condition d no cowl to the Cry. Falun d oay port P. Vandd Resist.,! Controller Endool C. Cleaning mid firish grading d planters area ad planting area. of the irrigeon system shag be brought to the attention d the City. No repairs other than emergency repairs shot be 3.06 CLEAN-UP 2. Provide descriptive cat°log gleroturc, perf.morta darn and flow dharb fa each item ta be sibetluted. 3.02 T 1: a�eompl.hed without written permssan from the City. 3. Prov4de the arcual d dxad waving. R to wdbebtvted hem s approved. 1. Controller an4oexa shot be d size ad type sawn on the I dgdion Di.0 ad Irligation Dstd suet. by cultivating areas d intervals nal to exceed 10 Coon-up sal be made a each porton d wreak pogressea. Reface and excess dNt shill be removed fran the sk, al oda and pdnkg sad be bloorthed or B. Mud Conhpl: Keep dl panted seas free al weeds and dlebrs B. The qy d amour of cost sa shall how Hie sob d Asom is a In 000ptirhg a rejsetrnq cry wbmMd hem a on oppr.vad equal ta file eguiPnhsd ad 2. A b°ckboord sial be secured to the controlr enclos re housing to provide a ban for mounting the automatic spnkaklm conboft ad tenrntral wr ell down, and any damage sustained on the work d others shat be repaired to its original condition. A Existing on-site sot. Noted a 'ocesDt.bleI uda$to Drading' pedHcedw. calendar day.. 3.08 FWAI SiTE OBSERVATION PRIOR TO ACCEPTANCE 8. T im to Tye Contractor elect to remove such cone trations d weeds motaids Wed on the Drawings ad Specifications. 3. A 117 vdt duplex box shall be provided wb a On/Off switch, ad a 117 volt receptacle. Metal conduit shag run from to 117 oft sup*to the uenbolim ter t ported eig for ore a fig, stent In ps soil and be no gr shall a s pa tper mil Slit pm sur orl th d the wag shot be w � momady or by on approved herbicide program. 1.06 GUARANTEE sodium able ratio SAR "I nal exceed 3.0 mffimohos hasirhg. M power within the hadisiing shot las propay phhoeed. A The Contractor sal operote ash system in Ra entrray far the City d Rancho Cucamaga al the d final obwrvation. ley item deemed nal occeptabb M reals than 15X ht Tto boron cordent d thhs sal shot be no er than 1 C. Peet Control: of g by wog 9rapt part pa milfan a mp.urod on the saturation extrott The Spray P!pnh ad planted aroa at beginning of mointerhonce pogrom ant the City d Rancho Cuao,hongo ahel be reworked to the complete ptsfaton d the Cly d Rancho r7ti°n ( ) pa centimeter al 25 C. In order to ahsure contomhonc�e, pmpka d the impaled wog 4. A tannin. ship shill be providd, des ly indite, the proper points d connection d all appropriate wiring (stator valva, mortar she, common, central shall be submitted to on agronomic sols testing laboratory, approved by the project landscape Architect f« analysis prior to use. Result d testing to be �ADDIMONAL SPECSCATXM ON SHF-7 L-7 A The guarantee for the 9,*W wivisi t sol be mode in acmdanhco with the °Hocked farm. The General Conditions and Agpknaentrny Conditions d Mew control) B. The Contractor shag show evidence to the City d Rancho Cucamonga that tae City has received ag accessories, darts, ism drawn and equipment a derivered to City for approval. Sal test to include analysis and recommendations. Sp ocrtions shall be fried with the City prior to ocosatorne d the irrigation system. 8. A copy d Me Gwarontee form doll be inhehuded In Me apaotias anal montaance maenad. 0. Ifixelbreaas krigation Equ'rpmerht required before final the observation con occur. 3.03 Sal Anendmens 3.10 SITE OBSERVATION SCHEDULE M soil ane Orr ts sal be a epee in to Agnoromic Suft liNty/FeARRy soft report furnished by to Carboctor C. The gumoritse form shall be re-typed onto tye Contractor's letterhead and shag contain the 1. Refer to the lm eon Plora f«saes and typo d,rdwefane°aa irrlgeon equipment. �''win9 informatia+: A The Contractor shall be respomibk for notlyhq the Cly d Rancla Chue.monga In advance}a the togowirq obeerr.tion meetings, aocordiig ro the time �Y GlWUV1TEE FOR I RIGATION SYSTEM 2. M m 1welfa,eous irrigation equipment dal be a Waded or approved equal. inEcated: 3.04 Sol Preppratbn: DE Rtf'T101N f YfSfON DATE APPROVED we rontx that the ' vas haw furrhslhed and indlafed s free fran deface In mataide ad PART 3 - EXECUTION 1. Pre-Job Confereraace - 7 do" M work on irrigation system shag be compote ad mepected for nowniiii, approval and, fine gradmg completed, prior to rotaft land prior to sal h*roby goo r'�°tia Ings an' , ad to oak h,r amendment CITY OF RANCHO CUCAMONGA competed In occadonce wild the Drawing. and Specifications, orEnary wear and tear, uhusuel aboral « rheglect excepted. We agree to span« rpoce ay 3.01 OBSERVAIKIN OF SfTE CONDITXIItS 2. Proasurc sappy Ire insdation - 24 Inaxa defects in material or vorianonship which my develop during the period d ora yew from date d acceptance and also to repair or replace any damage Alta rough grades haw been aetotiWied, propom d own and planti g sea by tilling or crow Appmg to a depth d 12'. M rock ad debris more tan resulting from the repairing or replacing d such defects al no additional coos to the City. We shat make such repairs or nspl°ce,ens within a roov_+n°bb 2' in dameter stag be removed from the site, except for areas that ore to be sodded, in which of mock ad debris more tan ,' n diameter thag be A M ,paled dding ith aro aunror this „e Gadraator elaN dhedc ad wAy d alae a�nsnsans anal redblve appr.vd ,to d ltancho mag° a ! ! rna a� ndagatan - 24 hexa LANDSCAPE SPECiiFICATIONS time, a determined by the City, °Her receipt d wwitten retia. In the event d our fasure ta mdse such repos a radoamekhls within a reaorabk tirhe after �ta proceeding with lark ux,da th,ie Section. receipt d written notice from the Cry, we autarize the Cry to proceed to have said ropoirt or replacements mode al our expense and we will pay the coots and dorgee thereforo upon demand. 4. Autortotic controller Inetogatior - 24 hours B. Exei extreme care n excavating and working near existing otRitis. The Contractor sal be responsible for damage.to ulaTities which we caused by hit Apply , spread, and rotobl in d sof arwadment. a rabm ril to a depth d 6'. Water aso torokghy after roteginng s complete, knoiporote PROJECT: TRACT 13812 VMfTAGE DRIVE SfREFTSCAPE operations or neglect Check existing utilities drawings for existing utility knations. S. Control Arne installation - 24 hours am* int° the top 4'to 6'the following for each 1,000 square feet of panting ar*a- e. Pressure supply rue and lateral Ins LANDSCAPE ARCHITECTURAL PLAN FOR C. Coorkfinate ins.Aotian d aprihkla materiels ihchudng pipe, p there elhd be no inteAererhee rrRh uWities «other oonatnaetion a difficuHy in planting tress, twtrtg - 48 fauns LOCATION: CRY OF RANChlO Cl1C/hMOfiCA snubs, and ground covers 4 orbic yards d atrofized Redwood or Fr saving s equal. 7. Coverage ted - 48 hours 200 gas. d Gro-Power or approved equal. S� 0. The Contract« shots carefully deck d grade.to so" hinnsel the he nay sofely proceed before startnq work on the irrigation ydnm. ViNTAGE DRIVE a Fxhal otaeervaton - 7 days The above sal conEtioning are minimal quoflties oaly one shook be reed danly fs biddsq purpose, beeaua sof condit,ons may longs kkosticofy from Me 3.02 PREPARATION fine these specifications were developed to the time the actual sail conditioning take place. Therefore, the Contractor sat obtain hie own sols araysis at TRACr IJt71L B When observations have ban coriducted other than the City d Ra ell Cucomahgo, ser evidence n wftq d when and by whom theses obwrvotions were a rote d one per every 25,000 square feet of planted area. These soil leets .hall be conducted by on approved Agronomic sols testing laboratory PHONE DATE OF ACCEP1`&4CE: A Physical layouk made. approved by the project Landscape Architect and City. Copies d the wait test to be provided during the Pre-co struction job conferenx. PARE 2 - PRODl1CT$ i. Prior to installation, the Contractor shot sin dot out d pressure ou"Neta, muting land location d sprkaMei heads. C. No site observations will commence without 'As-Bunt' record droop, , The conhol shall nal °all for a site vsit wUaut 'At-Bunt' row drawings, 3.05 Finish Grading: /�)���}! � DATES r PAR YATET RO 2. M layout shot be approved by the qy of Rancho Cucamonga prior to iratolio%. witha,t completing ixw'iously noted corrections, or without Preparing the system for said YWL A� „tay�n,g � ore complete, 9� aura to at°bdsh friss O t,IiDSC,fip�. t�lY RCE y4.53 A Gerard Use any new nalatpls d brand.ad types rated on drowli , putted heroin, or appnowd weals a watsr CONCRETE sPEgFICATIONs be met ala aettiement d the end of the project maintenance period. t Dlant^9 M fla. lm,es deal s. " "ed ad paper tol.romp w i ' l PART , GENERAL Fin'uh gmdrhg shah leave suAaa d til graand wniforamhy wmootm anal free d abnapt grade charge. �a{� ��. �� v� ��� �� E D �I R I B O H D I B. PVC Presshn MoIn Lxe Pipe anal Fittirge ,. The irigotion ayaten sag be oom,ectee fa water odappy poiht(e) d oareption a irhdnake on to Drowkhga. 1.01 oescription 3.06 Coordination: � a ES LANDSCAPE ARCHITECT L^ c Conrns. shot be mode at t!e approximate Iocation(a) shown on the Drawinga. the Cadroeta s rapahsbk }or mins dangea oaveed by ocbat alk ��) Refer to inigatia sysem rototilrmhg planfg 10-31 -02 N/nf 320 N. Stoneman Avenue Unit B 1. Pressures mdn Ins piping for dza Y ad kargsr shhoA las PVC Goss 315. condttiona. For concrete infornatipn refer to the Standard Speeificatiorro for Putarc Mort Constrwuction (Groan Book E(Kan per the Cly d Rancho Weed ablalemad work shall be eoorErated rith the instdation d the and ed aro,dment work ad �� urs Alhambra. CA 91 801 2. Claw 315 pipe sn.l las nods from on iRF approved Type 1, Glarde !. PVC Sections 4, 201, 303, ad 400, a well a ay other sections related to the installation, per and post installation d concrete work, materials, labor, and (See weed Abatenertt section). ernT�eTt C. Electrical supply: coon-up. Tye Standard Specifcntiors for Public Works Consf.ruction s available from: 8- 02 1. Electrical corrections for ay ad d aatanalk witioMere sal be made to electrical poinat(t) d connection a indicated on to Drowii . F« concrete informeon refer to the Standard Specifications for Public Mort Construction (Green Book Edition per the Cly d Rancho PART 4 - TREES ANO SlfRl1B5 -1r,. � ��\p v �l� L� OF Sections 4, 201, 303, and 400, a well a other sections related to the installation, r, d 10 4.01 cry per and pas installation d cornrete ororiC rtaterios, Ichor, ond scope d Woric: aleon-up. Tye Standard Specifica" for Public Work. Conswruct!on is available from: F OF C A`�E DRAWM NO. Provide dg materiel, equipment, and lbor necessary to ill" d trees and ohnbs a shown on plain, a reopnably implied ad a deflected n the _ f/j�p Expires 10-31-02 / specifications. a e Li SNFET 1 OF 7I