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NORTH SIDE OF GERALD FORD d OSTA MESA,CA.92627 CHECK BY M K GREE OD. P.E. `.� II� �� 3 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)50-3663 FAX 7278 3/06/0OF 6 f 2.0' E'LY OF B.C.R. e LANDSCAPE ARCHITECTURE LK.#2242 CT RCE N0. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, XS., R.XE. S.B.B.M. ` SHEETS. ,�, � 1 1 - x t WFk'W, h x .""• eAOL MAIL- y �.._. , Q:- - _, F �r tls.,�e.�v .. ._. s - M 4 w d a R wv. dt'A tti I~ , - : . - IP I Wf ,,y r a v i ;N L p I x 5 4 r 'F I r v PIP Oi '..'/ A --� y 90 CEL .5 - w .. 0 , ' �s= 4 n $ 1 j4 k, . . P'4 '' u -. .......... -r k-'1 ~ � e.4,. .. _ c ` r V y b...y.....: I tl - 45 0, 0, S -- — 5 5 .._— 1 _ — _ ,. 39 0 b •.�� �j L � C% L w %I — T . ...... 1% f"" A, 4L w XK­ M 1 0' 1 0' M �C 123'-6" 10'-7 " "1 .. : a : ' �~^ 26 —1 49 —8 ,. • rtT t p. ::°`dt... III .: . 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REVISIONS APPROVED DATE MARK N0. 155 �NGVD29) TROWBRIDGE 2242 CWT CITY OF PALM DESERT, CALIFORNIA LC- 4 3§ ( ; �,1 LOCATION `� AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP N0. 24255 OF �� ?f� 1599 SUPERIOR AVENUE DATE GG 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 SUITE B 5 CHARLES TROWBRI DGE1( 10 GAMAY INDUSTRIAL MEDIAN DRAWING N0. 2 2 N IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA. 92627 CHECK BY MARK GREEN OD, P.E. DATE 00 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)645-7278 3/06/06 IRE TOR OF C;t)NBTRUCI'ION PLAN 5 r� 2.0' E'LY OF B.C.R. A q wT R LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE N0. 57969 EXP. 6/30/OS PUBLIC WORKS A PORTION OF THE v. "/2 OF SECTION 29, T.XS., R.XE., s.e.6.M. SHEETS o i F I, �- � I I 5' � oo� + 4 � ` s / s - M rn 1d' y p M �+ Lo 0„ 5 l „ M ra / �� ."• 00000, go ys ® x.> e,., k a ` x F d - t -, + h I x Gam` , / . 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T It , ., , .. u 111 IA ".�Ih SOf�LI' _ 'LAET�('C� 1 �1 �kLT � `i L a KTA 14.T3,- oiI s - I RECEIVED ,,NNADSCAP,6, , t. -- y , 1 �, kK C) 2� No. 2242 v P CITY OF PAT DESERT v Exp. 10/31/08 m w QP UBLIr ,.,V -.KS J - _ 4 I 12-07-06 T o r F ui OF * Q Nis :. s i 1 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA NO. DESIGN BY APPROVED BY CITY OF PALM DESERT C FILE NO. SHEET BENCH N0. 155 ELEV. 316.435 11 TRowBRIDGE cWT CITY OF PALM DESERT, CALM ORNIA _ • NO. REVISIONS APPROVED DATE MARK (NGVD29) i 'I G 2242 _ LC 6 f LOCATION 6 i" AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24 55 OF U q o f SUITE g SUPERIOR AVENUE A 2 2 0° 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE 11 O? DRA N N IN TOP OF CURB. NORTH SIDE OF GERALD FORD I` COSTA MESA,CA.92e27 CHECK BY MARK GREENWOOD, P.E. DATE GA1'S11AY AND MEDIAN DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3�24/05 _ DIRECTOR OF �rLA1N1�IG CONSTRUCTION DBTAII$ 7 I� -777 2.0' E'LY OF B.C.R. I LANDSCAPE ARCHITECTURE UC.#2242 f= RCE NO. 57989 EXP. 6 30/08 PUBLIC WORKS A PORTION OF THE N. 1 2 OF SECTION 29, T.XS., R.XE.. S.B.B.M. SHEETS o y 4 41 .y li 4 t Al , I T., N.` i 1 1� ^° E IRRIGA11ON LEGEND L k-/ L' A.J ` t SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH - 30 - - y - - ADI EMITTER LOOP 36" DIA TYPICAL RAINBIRD EMITTERS 09" O.C. EMITTER LOOP 12 GPH 30 - QTY -1 LOOP EA. TR E 0 FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER - - r �� V WITH Y' STRAINER AND BALL VALVE. NOT AINSTALLP RT IN AINSTALL DSIBY C.V.W ENCLOSURE-BY C.V.W.D. ~.. �.. A�~'��""' '-• -••-- � _+ �� A ►/ WATTS WGV FULL PORT TH OR APPROVED EQUALBRASS BALL VALVE - LINE SIZED _, ..... _..._...�. _ �,Cjj� -•--_.._...-� ""L--� � � � QUICK COUPLER - INSTALL IN TAN ROUND PLASTIC _.-........ - - ..,,••�•������ _-� "'---•_~ _ �. __ � 0 RAINBIRD 33D-LRC . VALVE BOX BROOKS RAINBIRD XCZ-LF-075-BF VALVE ASSEMBLY IN TAN VALVE BOX CONTROL ZONE KIT PRESSURE REGULATER - - -""" WITH LEMA 1600HE ACTUATOR FILTER 5B `"-_-- "- RAINBIRD CO SERIES - AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - - ~ - �y `� WITH LEMA 1600HMMERCIAL E CTUATO INSTALL IN ROUND TAN VALVE BOX RAINBIRD GB SERIES - BRASS MASTER VALVE - 1 iL2" - - Z 4B ~ ` ® COMMERCIAL GRADE INSTALL IN ROUND TAN VALVt BOX 3B .__.. �~~~ WITH LEMA 1600HE �CTUATOR �"`' �i ���./ QA LEIT 80 E B STATION AUTOMATIC CONTROLLER - - �.+� IMTH LEMA i s IT STATION AUTOMATIC CONTROLLER B LE 8008E I 8 LLE W� _LEMA t0 AG PRODUCTS 3 4 B BALL VALVE END SELF-FLUSHING VALVE ' EX15TI NG SLEEVE � s �" ® BROOKS 1100 10"X10" TAN COLOR SPLICE BOX __._ ". _'—•----- __.�. "` w `� CLASS 200 PVC - TREE SYSTEMS LATERAL LINE SIZE AS NOTED - 12" MINIMUM COVER LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS SIZE AS NOTED - 12" MINIMUM COVER MAIN LINE CLASS 315 PVC FORI 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE - - 9 y" SIZE AS NOTED - 24 MINIMUM COVER - - MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE SLEEVE 36H COVER MIN., Sl AS NOTED - - �" 1 NEW 4" SLEEVE _ ELECTRICAL SCH. 40 PVC I CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE �..�' oft-ft. o G"_ _ 3 DEEP f �' WIRE SLEEVE i s ft-ft. ` f ..,-.� `�.``� � QM WATER METER PER C.V.W.D. 1" 1 �► ` -- ;, ` -\O \� �► SIZE NOTE: 1 VALVE N o. AP'_ `. ♦ ``� < 1� .� \ GPM SLEEVE L y CQ NEW 4" 5LEEVEt'j / - ` J / 3G" DEEP000 t \ u I W G s ,° r—a v ITY :. LEGEND �� I EXISTING UTIL _ al25 . a 1 ' w + r sl, rr _ � d II v I � p s _ __ ____ —s — _ _ —�-5 — —S SEWER LINE Nil, \ n r p � RECEIVED Y, PIT OR...............___ DI L —� 17_1 JA N 3 1 2007 STORM DRAIN �r _-{ - DIAL TOLL FREE PUBLIC " V I BLIC W_ RKS DEPARTMENT" ,r 1-800-422-4133 ►TY = PA-M DESERT AT LEAST TWO DAYS � l; BEFORE YOU DIG SCAM. 1 =30 —0 o 30 so so 120 PP03-18 UNDER mI OUND SERVICE ALERT OF SOUTHERN CALIFORNIA THESE PLANS HAVE BIEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT f { ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET I SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE y LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD ; STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR T> 1 _.. WATER LINE p,NOSCA RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY • s . _ # _ 1 �� x ' C ,9 NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY k r M W. T WITHOUT FIRST OBTAINING AN ENCRAOCH NT PE FROM CVWD. (� NIN ME PERMIT e � r ..a . :. .�a - ...; NOTE: E:40 PVC PIPE I � � C) N0. 2242 o rn PE SLEEVES SHALL BE INSTALLED _ UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. U Exp. 10/31/ 8 m 4 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. _. _ ' DATE WAT M* '• * MANAGE P SOR .k F REVISEDO� DEVELOPMENT SERVICES SUPERVISOR - 3 �PISED l i—20-06 of �'� f REVISIONS ELEV. 316.435 RLES `PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED C OF PALM DESERT FILE NO. SHEET NO, APPROVED DATE BENCH No. 155 NGVD29) A Ig a CWT CITY OF PALM DESERT, CALIFORNIA — MARK I � �,: ` TROWBRIDGE 2242 LI 1 c LOCATION ¢ r AND ASSOCIATES :SIGNATURE BRAWN BY PARCEL MAP N0. 2 255 OF 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE A GG RA I G N ' IN TOP OF CURB. NORTH SIDE OF GERALD FORD R , SUITE s 5 CHARLES TROWBRIDGE I �I GATWAY M =DUN DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. COSTA MESA,CA.92627 CHECK 8Y MARK GREENWO P.E. PIM22 • PH(949)548 3663 FAX(949)646 7278 h 3/06/06 D RE TOR OF0rI - 8 r 2.0' E'LY OF B.C.R. <^ LANDSCAPE ARCHITECTURE LTC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29I, T.XS., R.XE., S.B.B.M. SHEETS . T! - L 18 64 A -; � _. i _. 1 3 I 311 f r 1 � , I IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH — 30 — — Q RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH — 30 — — EMITTERS ® 9" O.C. 36" DIA TYPICAL QTY —1 LOOP EA. TREE 0 FEBCO 825YA — 1" REDUCED PRESSURE BACKFLOW P EVENTER —WITH 'Y STRAINER AND BALL VALVE. INSTALL IN VANDAL RESISTANT ENCLOSURE—BY C.V.W.D. NOT A PART INSTALLED BY C.V.W.D. DIGALER R ORE YO ►t WATTS OR APPROVED EQUAL BRASS BALL VALVE — LINE SIZED _ QUICK COUPLER — INSTALL IN TA� ROUND PLASTIC 0 RAINBIRD 33D LRC O VALVE BOX BROOKS — — ® RAINBIRD XCZ—LF-075—BF VALVE ASSEMBLY IN TAN VALVE BOX VQ D'AI�'1� TOLL FREE CONTROL ZONE KIT PRESSURE REGULATER — — e WITH LEMA 1600HE ACTUATOR FILTER 1-0v0-422-41 PEB SERIES — RAINBIRD COMMERCIAL GRADE AUTOMATIC REMOTE CONTROL VA VE — SIZE PER PLAN — — M INSTALL IN ROUND TAN VALVE B X �• •/ OltWITH LEMA 1600HE ACTUATOR AT LEAST TWO DAYS ® RAINBIRD GB SERIES — BRASS MASTER VALVE — 1 2"1 BEFORE YOU DIG COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX WITH LEMA 1600HE ACTUATOR A I — — IEiT 8008E 8 STATION AUTOMATIC CONTROLt1ER WITH LEMA 1521S ACTUATOR UNDE116ROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 LEIT 8008 E 8 STATION AUTOMATIC CONTROLL ER I WITH LEMA 1521 S ACTUATOR w AG PRODUCTS 3/4" — B BALL VALVE END SELF—FLUSHING VALVE PIP ® BROOKS # 1100 10"X10' TAN COLOR ISPLICE BOX LATERAL LINE CLASS 200 PVC — TREE SYSTEMS SIZE AS NOTED — 12" MINIMUM COVER LATERAL LINE CLASS 200 PVC — SHRUB SYSTEMS —_ SIZE AS NOTED — 12" MINIMUM COVER MAIN LINE CLASS 315 PVC FOR 2" AND LARGER 1 1/2' AND SMALLER CH.40 PVC PIPE W SIZE AS NOTED — 24" MINIMUM COVER _ W NOTE: __ MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE cn SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. MAIN LINE SCH. 40 PVC :r SLEEVE 36" COVER MIN., SIZE AS NOTED W 12;W 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ELECTRICAL SCH. 40 PVC PIP„ ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. # CONTROL 24" COVER MIN., slzE = 2 x PIPE SIZE p WIRE SLEEVE I 0-1111 QM WATER METER PER C.V.W.D. 1" T V) � NOTE:SIZE VAL'1i'E No. W k GPM : _ t AR E 1 5 � t� 201 PARCEL mPA 1, K 1: -•--............. ...................... __....._.._.... n x - ........ ........................ .................... ................ ...................... ............ ..r ............. ........2 — EX15Tf G 5LEE'VE 1 2 � j s s __._. _ - I° 8 4� 1 4 .. JPL \O E ® B DR � N NEW 4" 5LEEVE IVE ' E 30 DEEP € I ' 4"SLEEVE NEW 4" 5L ' _ . _ - DEEP 3 i \ r - r� Li r P` ARCEL 26 131 PARCEL 6 PARCE 0000 ee £ ,\ I 4 .a �\ 9 F _ r PP09 18 1 0 30 60 90 120 — i l �JAN 3 1 2007 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT \ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET Q. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE PUBLIC WORKS DEPARTMENT GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD ' CITY OF PALM DESERT STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR 0sC,4p RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY 4 5 W. TR �'A WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. No. 2242 0 C) Exp. 10 31/0 m r f _ DATE MANAGEMENT } � � � � � - �� �s. * �•' * WATERERVISOR DEVELOPMENT SERVICES SUPERVISOR I s, i1-20-06 1 1 BENCH NO. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA NO. DESIGN BY APP : CITY OF M DESERT FILE NO. SHEET NO. REVISIONS APPROVED DATE MARK (NGVD29) M _ h. � „ TRowBRIDGE cwT CITY OF PALM DESERT, CALIFORNIA f � ,. L I - 2 LOCATION Y' AND ASSOCIATES SIGNATURE 2242 DRAWN BY c 15"SUPERIOR AVENUE A GGDRAWING 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 CHARLES TROWBRIDGE PARCEL MA 24255 of SUITE 8 5 1 h GATffAY INDUSTRIAL MEDIAN IN TOP OF CURB. NORTH SIDE OF GERALD FORD Ih a c . t' cosrA MESA,CA.92627 CHECK BY MARK GREEN OOD, P.E. DATE 22 r DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. I PH(�1 548-3663 FAX(949)646-rns 3/06/06 MA TOR OF MMATION PLAN 9 r '" 2.0' E'LY OF B.C.R. I LANDSCAPE ARCHITECTURE LIC.#2242 w: CT A PORTION OF THE N. 1 2 OF SECTION 29, T.XS., RYE., S.B.B.M. SHEETS c � RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS 4, 1. L 8265 A I 0 �=r 4 max. IRRIGA110N LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH — 30 — — ADI Q RAINBIRD EMITTERS 0 9 TER LOOPO.C. EMITTER LOOP 12 GPH — 30 — — I36" DIA TYPICAL — — QTY —1 LOOP EA. TREE 0 FEBCO 825YA — 1" REDUCED PRESSURE BACKFLOW PREVENER WITH 'Y' STRAINER AND BALL VALVE. INSTALL IN VANDAL RESISTANT ENCLOSURE—BY C.V.W.D - — — NOT A PART INSTALLED BY C.V.W.D. I — ►/ WATTS WGV FULL PORT THD BRASS BALL VALVE — LINE SIZED OR APPROVED EQUAL QUICK COUPLER — INSTALL IN TAN ROUND PLASTIC 0 RAINBIRD 33D—LRC VALVE BOX BROOKS — — ® RAINBIRD C QZNE VALVE ASSEMBLY VALVE BOX CONTROL KIT ESURGUATER — _ WITH LEMA 1600HE ACTUATOR FILER — PEB SERIES — RAINBIRD COMMERCIAL GRADE AUTOMATIC REMOTE CONTROL VALVE — SIZE PER PLAN — WITH LEMA 1600HE ACTUATO INSTALL IN ROUND TAN VALVE BOX ® RAINBIRD GB SERIES — BRASS MASER VALVE — 1 1L2" — — COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX �t WITH LEMA 1600HE ACTUATOR A LEIT 8008 LEMA 1521S ACTUATOR 8 STATION AUTOMATIC CONTROLLERWITH _ LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER WITH LEMA 1521S ACTUATOR r,�,, AG PRODUCTS 3/4" — B BALL VALVE END SELF—FLUSHING VALVE W ® BROOKS # 1100 10"X10" TAN COLOR ISPLICE BOX SYSTEMS LATERAL LINE SI ES AS NOTED — 1T2"EMIN MUM COVER LATERAL LINE CLASS 200 PVC — SHRUB SYSTEMS f SIZE AS NOTED — 12" MINIMUM COVER --1 MAIN LINE CLASS 315 PVC FOR 2" AND LARGER — 1 1/2" AND SMALLER SCH.40 PVC PIPE — — SIZE AS NOTED — 24' MINIMUM COVER MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASER VALVE PAR ' _ � MAIN LINE SCH. 40 PVC SLEEVE 36" COVER MIN., SIZE AS NOTED ELECTRICAL SCH. 40 PVC C CONTROL 24" COVER MIN., SIZE 2 x PIPE SIZE WIRE SLEEVE �..8 -- 4 W � , i � ❑M WATER METER PER C.V.W.D. 1" ` ', I � SIZE NOTE: - E♦ t VALVE No. I w GPM w P,4 4 7A lam/L h 1 12 8A y F • .... ...... ........ ............ yy I ti s,. + PARC a , E a x t''�' f� 4 xa'+` m 1I ..x NEW4" 5L ,= 3G" DEEP a I PA zmmz _ �J ......: 1 1/2' ® O " x 1 � a _ r� s 1 i 12" 2 NEW 4" SLEEVE 36" DEEP ytij' i E. 3 - �F ORE YO DI ALEFIT NEW 4" SLEEVE 0 3G" DEEP I o _� � NEW 4 SLEEVE 30 DEEP _ 0 DIAL TOLL FREE .rn .. r.S ._ `c - 4♦ �- gi `caeca@ ;x 1 800 422 4133 I AT LEAST TWO DAYS M .,......: .n.,, i BEFORE YOU DIG i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.O.C. : I " WATER METER INSTALLED BY C. 1 " R.P. BACKFLOW PREVENTER INSTALLED BY C.V.W.D. INFORMATION PROVIDED BY C.V.W.D. PARCEL 2 I SCAIR: _ NOTE: ' SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED o �o so so �20 PPOS-18 3 UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT II 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET i ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. RECEIVE SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE j LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD f STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR D.NDSC•q/ RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY JAN 3 ZOO] V NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY 1' � �5 W. TRp��'PO WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. a PUBCILC pKS DEPARTM V 2Q No. 2242 Y OF �O PALM DESER T J U Exp. 10/31/08 � y: DATE A MANAGEMENT MPERVISOR . l i-20-06 9TF OF �L1F0 DEVELOPMENT SERVICES SUPERVISOR 1 { BENCH} H N0. 155 ELEV. 316.435 � CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA N0. DESIGN BY CITY 0 F PALM DESERT, CALIFORNIA FILE N0. SHEET NO. REVISIONS a'PRovEO DATE MARK (NGVD29) -� �@ ��. I TROWBRIDGE CwT . ., : Ia, n � P 2242 LI - 3 _ LOCATION AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP N0. 2 255 of 1599 SUPERIOR AVENUE A GG N N c 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 I CHARLES TROWBRIDGE GATEWAY INDUSTRIAL IDIAN IN TOP OF CURB. NORTH SIDE OF GERALD FORD `� COSTA MESA,CA.92627 CHECK BY MARK GEE WOOD, E. DATEII�ItIGATION PLAN 10 22 c 2.0' E'LY OF B.C.R. LANDSCAPEBARCHI7ECTURE 9Li #2242 3�06�06 CT RCE NO. 57989 EXP. 6/30/08 DIRECTOR UI BLICOWORKS A PORTION OF THE N. 1/2 OF SECTION 29 T.XS., R.XE., S.B.B.M. SHEETS DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH t r� .. y v CI # 4 IRRIGATION LEGEND SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL • BOWSMITH WAMITTER SINGLE PORT EMITTER 1 GPH — 30 — — LOOP Q RAINBIRD EMITTERS ® 9" O.C. EMITTER LOOP 12 GPH — 30 — — 36" DIA TYPICAL I QTY —1 LOOP EA. TREE FEBCO 825YA — 1" I REDUCED PRESSURE BACKFLOW PREVENTER �� WITH 'Y' STRAINER AND BALL VALVE. INSTALL IN VANDAL RESISTANT ENCLOSURE—BY C.V.W.D. 1 — NOT A PART INSTALLED BY C.V.W.D. _ 04 WATTS WGV FULL PORT THD BRASS BALL VALVE — LINE SIZED W OR APPROVED EQUAL QUICK COUPLER — INSTALL IN TAN ROUND PLASTIC RAINBIRD — — G 33D—LRC VALVE BOX BROOKS W ® RAINBIRD XCZ-LF-07&-BF VALVE ASSEMBLY IN TAN VALVE BOX CONTROL ZONE KIT PRESSURE REGULATER WITH LEMA 1600HE ACTUATOR FILTER co PEB SERIES RAINBIRD COMMERCIAL GRADE AUTOMATIC REMOTE CONTROL VALVE — SIZE PER PLAN — — INSTALL IN ROUND TAN VALVE BOX � WITH LEMA 1600HE ACTUATORM ® RAINBIRD GB SERIES BRASS MASTER VALVE — 1 1/2" w COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX I r_, WITH LEMA 1600HE ACTUATOR _ _ ♦� M'• A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER ul WITH LEMA 1521S ACTUATOR — 11.4 — ALEIT 8008 E 8 STATION AUTOMATIC CONTROLLER W WITH LEMA 1521S ACTUATOR AG PRODUCTS 3/4" — B BALL VALVE END SELF—FLUSHING VALVE ® BROOKS # 1100 10"X10" TAN COLOR SPLICE BOX —— LATERAL LINE CLASS 200 PVC — TREE SYSTEMS SIZE AS NOTED — 12" MINIMUM COVER I LATERAL LINE CLASS 200 PVC — SHRUB SYSTEMScn -- SIZE AS NOTED — 12" MINIMUM COVER — — I MAIN LINE CLASS 315 PVC FOR 2" AND LARGER — 1 1/2" AND SMALLER SCH.40 PVC PIPE — — ' _— SIZE AS NOTED — 24" MINIMUM COVER w MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE WT� II 6 MAIN LINE SCH. 40 PVC V 1 a= SLEEVE 36" COVER MIN., SIZE AS NOTED — — ELECTRICAL SCH. 40 PVC CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE W _ -- WIRE SLEEVE I I 0 WATER METER PER C.V.W.D. 1" 1.4 SIZE NOTE: VALVE No. I i GPM 01 PARCEL 33 a s dl,,fit . i `3�_ �--- l v c Ell- .ram i z v ° 00, .00 4 ,.• — NEW 4" SLEEVE I 112 A-H I I 30 DEEP _ IT -----EXISTING 5LEEVEORE 1/2' _ — — — — — — —— NEW 4" 5LEEVE 36" DEEP a ' NEW 4" 5LEFtE 14000, 3G" DEEP EEO tT �F RE ro DIG ALERT I DIAL TOLL FREE 1-800-422-4133 j F ; z. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIPORNIA SCALE: 1"=90'-0' r 0 30 60 90 120 PP03-18 y., THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE q+ LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD ' STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR �pt1OSC,qP,�, RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY W. T ,9 NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY 1r x., wy NOTE: rjC��'v' � �(�,0��5 RO 'A� WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. SCH. 40 PVC PIPE SLEEVES SHALL BE INSTALLED f1C 4 �Q 2 UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. JAN 3 C) = No. 22 2 / — 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER c00r —� v Exp. 10 31/08 r*1 ! ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. � IRKS CEP -�RTMENT MANAGEME SUPERVISOR PUBLIC '�.� P.A.`,1 r=.SERT * * _ C,. S9TF DEVELO NT SERVICES SUPERVISOR REVIS 11-20-06 OFF' - II III BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE CITY OF PAL DESERT FILE NO. SHEET No. 155 CITY OF PALM DESERT CALIFORNIA NO. - REVISIONS APPROVED DATE NGVD29 ,I y A TROWBRIDGE CWT MARK _ 2242 LI — 4 $$ DRAWN BY a: LOCATION r AND ASSOCIATES SIGNATURE PARCEL MAP N0. 2 255 of g. 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599 SUPERIOR AVENUE A GG D WI ' �,. SUITE 3-s CHARLES TROWBRIDGE GATWAY INDUSTRIAL IMMN 2 2 i IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 CHECK BY MARK GREENWOOD, P.E. DATE �ItIGATION PLAN 11 - DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAX(949)646-7278 3�06�O6 IRE OR OF 2.0' E'LY OF B.C.R. I LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6 30 08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., RYE_ S.B.B.M. SHEETS L-182 7A 1 k, I / I onnon ..-Pon 00-10 i i , / i 00000 00-00 i i : I � { / 0-00 " .00 00 I �F O .0-00 All R Q 00, DIAL TOLL FR � / � I EE � 1-800-422-4133 . . AT LEAST TWO DAYS \ BEFORE YOU DIG \ \ III UNDERGROUND SERVICE ALERT OF SOUTHERN �Ci�L�I (�RNIA .01 \' EXI5TING 5LEEV� 1 / / I / 0 00, � NOTE: w Q SCH. 40 PVC PIPE 'LltAIrt SHALL BE INSTALLED4 t ,.. .00, / UNDER ALL PAVING FOR ALL IRRIGATION LIKES. SCH. / 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER `; � �/ vv / ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. 14 E 51 s , x 4 >; -- 0000, .. I r+ i / 4� .0001 IRRIGATION LEGEND / / SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL 0 / / • BOWSMITH ML220 SINGLE PORT EMITTER 1 GPH = 30 - _ 0 RAINBIRD ADI EMITTER LOOP EMITTER LOOP 12 GPH 30 - EMITTERS ® 9" O.C. 36" DIA TYPICAL / QTY -1 LOOP EA. TREE / .000, ;. 0 FEBCO 825YA - 1" REDUCED PRESSURE BACKFLOW PREVENTER - - / 1000, WITH LL STRAINER AND BALL VALVE. - - INSTALL IN VANDAL RESISTANT ENCLOSURE-BY C.V.W.D. / NOT A PART INSTALLED BY C.V.W.D. I / ►� WATTS WGV FULL PORT THD BRASS BALL VALVE - LINE SIZED / / OR APPROVED EQUAL Q RAINBIRD 33D-LRC QUICK COUPLER - INSTALL IN TAN ROUND PLASTIC VALVE BOX BROOKS I' ® 1 RAINBIRD XCZ-LF-075-BF VALVE ASSEMBLY IN TAN VALVE BOX / CONTROL ZONE KIT PRESSURE REGULATER - - 1000, WITH LEMA 1600HE ACTUATOR FILTER J� / / RAINBIRD PEB SERIES - AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN - (9 COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX / WITH LEMA 1600HE ACTUATO I / / E) RAINBIRD GB SERIES - BRASS MASTER VALVE - 1 112' - - COMMERCIAL GRADE INSTALL IN ROUND TAN VALVE BOX / WITH LEMA 1600HE ACTUATOR s. 4.. A LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER p / / Q WITH LEMA 1521S ACTUATOR - - LL B LEIT 8008 E 8 STATION AUTOMATIC CONTROLLER WITH LEMA 1521S ACTUATOR i ■ AG PRODUCTS 3/4" - B BALL VALVE END SELF-FLUSHING VALVE RECEIVED I ® BROOKS 1100 10"X10" TAN COLOR SPLICE BOX / —-- LATERAL LINE CLASS 200 PVC_ TREE SYSTEMS SIZE AS NOTED 12" MINIMUM COVER / LATERAL LINE CLASS 200 PVC - SHRUB SYSTEMS JAN 2007 s - / SIZE AS NOTED - 12" MINIMUM COVER MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC PIPE -" - SIZE AS NOTED - 24 MINIMUM COVER _ _ �PUBLIC WORKS DEPARTMENT` r 10000, MAIN LINE 2" COPPER PIPE FROM WATER METER TO MASTER VALVE CITY OF PALM DE SERT 10=3W-00 Y :� o J0 60 90 120 SCH. 40 PVC PPOS-18 L d �__ SAEEEVEIN 36" COVER MIN., SIZE AS NOTED - - / ELECTRICAL SCH. 40 PVC THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT 1000, CONTROL 24" COVER MIN., SIZE = 2 x PIPE SIZE ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET M WIRE SLEEVE SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE \ / \ / QM WATER METER PER C.V.W.D. 1" LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD .. \ * " STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR / I PNDSCA RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY SIZE NOTE: NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR RIGHT OF WAY _ y �5 W rRp��'A� WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. VALVE No. vr� No. 2242 a cr+ . I _ 1 GPM xp. 10/31/ m * * VAlt MAN AGEM NT SUPERVISOR OF DEVELO SERVIC S SUPERVISOR F f REVISED 11-20-06 r BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. N0. DESIGN BY APPROVE : CITY OF P M DESERT FILE N0. SHEET NO. REVISIONS APPROVED DATE MARK No. 155 (NGVD29) i g TROWBRIDGE 2242 cwT CITY OF PALM DESERT, CALIFORNIA LI — 5 i: , . Ig,g. i s i LOCATION r R AND ASSOCIATES SIGNATURE 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 1599SUaERIORAVENUE CHARLES TROWBRIDGE A DRAWN BY ' 't PARCEL MAP N0. 2 255 of e" fl SUITE B.5 0 GATWAY INDUSTRIAL IMI DRAWING No. 2 2 r IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 CHECK BY K GREENWOOD. P.E. DATE r _ DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. ,: PH(949j 548-3663 FAX(949)646 n78 3/06/06 D EC OR OF MGATIO PLAN 12 r �'i CT RCE NO. 57989 EXP. 6/30/OS PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, TAS., R.XE., S.B.B.M. SHEETS 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LTC.#2242 L 188A . 4v ! FINISH GRADE - LEGEND f$ . I AMBIENT LIGHT POWERED q - G' . 1-•• -�. c� City of Palm Desert LEIT BooB O IRRIGATION CONTROLLER. Y/\ \ . 11 ^ -d _ �J Z (OD 2 7ERMINALSIRP. d` Water Calculation Chart OO® 3 I20R,4GAUGEWIRE. 24„ 41 3 4 PROGRAMMIJGKEY. MIN. Q d C RANT eIgb 9B Owes Iarzr Co rnam VA"s rr " \ e d a - d 90% COMPACTED AI7TOMO.TIG GONTROLLFfz, LEGEt•t7). rtrsT,WSpFsat vALVE flox w .>9oLr. -= ;.V s 3s STEEL MOUNBNG COLUMN. 36 .. NATIVE SOIL IDE ENGL05URE rxx.N eavee Ttrer rAN ma srtwle 0 . IRO t404 :>se: 4 2: -VOLT POWER SUPPLY kit :CONDUIT, tei'AT Lll? VALVE STATION O IN. SLEEVE Maximum Water Allowance {MWA) Q No ON ug rtf atesN efwwwTacs 6 FINISH GRADE. � F•Va�-SON.eo � , 5: IT 2 U2" QI)oNRfSrY•e fDT.4'6-414*12 D To S d.•, i Input zone 74W%;s>awurws RVc 11ri9xAL q AN. 7 NATNE BACKRLLSOIL SPRINKLER LATERAL 4. FlNsrl }<�F1NH 60 NIOe• •#-- ; - '`- OR CONTROL AND SFA to rITIN E TpL."Z nVG GOUPL1Ni5 T PITPER.PLAN,11f5 DETAI 8 POURED CONCRETE BASE • a'•. '• •.• ' . th NEUTRAL WIRES I-IJ2cu.FT.I•muL � '$ (b l IFfwm f-,oc, o f&v,t•L 9R ) 6dR/Cr PER MANUFACTURERS ••►°•' .•`f 5: ShEEP ELL �• FROM Pal.:TG MG.V-.411.HR/t�5 FtT'rIMBF L �•f" •,:�. •��i L • coMMotfeRlc+cf+RFra•+r�1. M - INSTALLATION GUIDE. IN' MAINLINE SLEEVE TO C-I BURIAt .Y/IR1=5 k/.��.( } r"1 Rocer .0 M .I•f•• �• Square Footage Calculations I�IrI Y ��� W •• e carer oN wnF To once vAL E5 oy To G6M�ITROL VFW J ser•E eorrrRoLLe+. Veep. <:J rt Tree 8 Shrub Square footage 41$ 4 &4"�®�V WIRES M tRUrac GK GONGRt'TE T1H6. (ial caNnxatxorrwN wr+r,rRoM WNTROLL s. ,0. t,'q SET ON NATIVE 3C[L. S O DIRECT BURIAL CONTROL •• �•• • •J•Z�• TO CONfR01.VALVES. Turf Square footage ,II: - g - tcoNTnrn.Hare ro ate OKAHM IN uaoie/ Cobble ••a•:• Waterf ature Square tapefootage 122 0 PLAN s �i) �� a t•VG5G 4oP1E MARLex 90D EL ELL. .j ,••t MAIN SUP LINE ST STEEL PECESTAL. i, PLY 1 Waterfeature Square footage 0. la '',, ..� ;I�1/'YG 4tB 40Ddfi,.M.L. • r: u!w corlNec ors Total Landsca Landscape uarefoota e 8223 - o ,.ii I_ �F,.. _ (ralMruN�u+enT•tNdxgoLveNraava,aer. _,.r P q 9 INSTALL ALL WIRINB PER LC7GAL r.ODE. -- • . Zone No. Etc Water Adj. Total Conversion Factors Total 111=IIII-..I11=_ - �l eAt,�v"u, si ,>EtAa.'c' - • ° e - C) IIII= .0;'7• = 7 Factor S R. 0.62 748 M WA '� ^,•�'coe_"'�����A'� - fl IIII_111= I -illl °� BY Pam} . �,a: M SLEEVI N G IZ- lip =II►I 1 57.01 o.s o 0.62' 748 o - T = TO P.D.C. 2 66.82 0.5 0 0.62 748 0 I I 3a 75 0.5 0 0,62 748 0 - g•„°8w,.+s Q•a ;. yr,. a� ' S 4 88 0.5 0 0.62 748 0 f � 4 93.9 0.5 8223 0.62 748 320.00442 `° \�`r . °1`i' .s.'�� y • �' ,. ,f.- BALL 5 8 >n0 VALVES-. -{ tt al � AAW HA< EFCI0IMO l LIGHT ENERGIZED IRRIGATION CONTROLLER PER�MLFO. REQUIREMENTS BRASS NIPPLE(T1p) s1 erIDN LEIT 8D08 CQLdR 'I9E°ptXCEENs Estimated Water Use IEWU) I Total Number of plants aM*iMW PREVI LATER eye STRAINER 40- MESH S.S. or BRASS EL80W Number of plants by water use %of Total Landscape Square Footage STANDARD CONTROLLER IN/ ENCLOSURE M ASTER VALVE ASSEMBLY LM: I RRI CATION EL80W __ Low 1(7$ 0.461 3790301.528 N T5. . PPE FOUR BRAS$LINK Low/Mod 0.000 0.000 HT-3. N.T.S. LEIT CONTROLLER 1Y MIN Mod 124 0.000 37.000 LL FINISH 1�NTH MD1. 4'WC Mod!Hi 0.000 0.000 High 0.000 0.000 N.TS. Low Trees 8 0.030 244.550 r Low/ModdTree Tree LINE - WTAKE `,:, 0.000 0.000 ` r LUCID TRIG Y.ONTROL.VALYE, �EY •�' t %a-. . Mod Trees 7A 0.052 427.963 :; ENaooKS ECONDM.Y VALVE BOX Go1.OR Mod/HI Tree 0.000 0.000 ": V 6REHV IN TLRF AND TAN IN SrltUJB BEDS REGTAN6ULAft•fALVE BOiX hV6REEN BOLT' I ROUND VALE�X NTH GREEN 90LT- LECENC3 �1 DOt^�'-GUVC-R-(TAN IF IN��-HF2UB 13EF7) I. E#zG,OKS itllo0 IOSrIO'POUND VALVE •• •'•,t:•• .��� ' DOwN GpVE{{Tl1RR-,AHD TAN IN SfiRU6.t?f•D$ .- HEAT HRAND'f3t/"ON '.. ,. f y 11"MIN, l� HEAT BRAND YiGV'Ur!LID IN�'416i4 NEAT BRAND VALVE STATION HEAT BRAND 3, {N 2"Hiet,-LETTL-R5: BOX WITH ISRE`EN COVER(TAN IN I)iri •�High Trees 15 0.056 458.532 MIN, CHARACTERS Total - 269 z NO.ON LID IN 2"HI&H CHARACTERS: y • n i; FINISH C-.RADE p q 2) C3) 4 Bit 1. / AREAS HEAT BRAND . ON LID /YC SCH 40 NNE SHRUBS -Ml' _ - MATT TA6-tsX4t t> 2 FINISH 6Rp.DE: V 2. FINISH GRADE.IN 2!Htr5H CHARACTERS. P SIMPLY 1 = l,�i. Cf:IRISTYS ID,TAb. -. 1. - MATLHbDR.XY6N55i TO : --- ---- 7" I ,y 4 FIF75HbRADE. '5.9k^55�BODIB7 BALL VALVE-R1LL.Fowr BRASS ELBDW 4� 31A•GRI15Ft®ROCK 6 DE PTK I- S t� LINE - OWOHAR� 13RA56 NIPPLE. -_.I I' IIII SGH 80 NIZE T.OE.Wes`.+WG C.OtlPLtN6 /- 3. GHRIS'!l"'S.I.D.TAG_(SEE NOTES). =11 f I --i 31 -(- PVC,PIPE TO SYSTEM-iWSLE PfPE I - - 4.SCH.4U PV'G PIF'i=i;XT£N51f7Ni DIA..TO AL.LfJW PlanUlrrigation System Type: Zone Irr EH Area seasonal Plant Factor: I =IIII TO5FEGIFIED DEi�rHHWITIi 45,7E6.EL.Ls. FOR MOVEMENT OF HANDLE ON afAGVE µ � ' E' 4- (�, a. 514"6RUSHED R.OGIC.6"DEPTH. IHII S ra 18ublDri 4 09_ 3301 1 Low Shrub 1 u 136t45fi 40 DES.R.L. ^ I `J COMMON.BRICK(4 REWMv1. �{ T NOlE LEtiT#t AS REQUIRED. Season Zonal Eto Rant Area Conversion Factors Water >> < s -- h/f,IN LINE PIPN6. - - 8 G)q iMoN Wire TO OTHER VALVES ON �.3/4'CF46 ED ROCK-W DEPTH. 5 /W5 PRODUCTS 3/4'-B BALL VALVE. 6.- PVG 50H.-40 HALE ADAPTER Value Factor sq.ft. 0.62 748 tri.Hf. Water Use � ,_ • - ��&GNT,20LLElt. . ' 10t rig] -..___-.(�. 79 MAIN LIIE F1T'lN6- '-F.� 1 � .Spring 20.69 0.2 3301.428 0.62 748 0.9 12. %_ \. q +y°'"4 a o g r� t $'' 8+- (4,V4 GIaSHa v RgGK.D'IJL 6.COMMON BRIF,.I�:.f2 t2EtgU1RE771. Summer 57.29 0.2 3301.428 042 7a8 0.9 34.84 6 BR0.55 40 DES.STREET 33L ° ° t+ 5 1. 5 A!R FLEXIBLE PVC,h105E 1•EOUIPMIEN TMO MSTALLED AT A MMNIM OF 12'FROM WALLS, BWLM KVM M • u ° cotriROL/cIX•IMON wines f9xaM GONrnoLLER, b• Y• - 1.504.,8O RIPPLE TOE WY55 PVC-E,�OUPLR/b� 4 - M(Nl"•lUM 3 FOOT LENGTH Fan-Winter 15.97 0 2 3301.428 0 82 7a9 0.9 9 71 Beau NIPPLE-6"LONE. �` TOTAL � � OO ewt_VALVE �+. T ' 6. 50H 40-qO DE5REF ELBOW. 2 ALL ABOVE GROUND AM MY SHALL RECEIVE ONE(1)COAT RED LEAD PRIMER AND r�q} yy ONE(1) COAT PAINT 57.13 _� C,71NGK GOIJPLlN6 VALVE I \L'J `% �+;) PVC,5er5 90 17E6.E41. l e I r t! . 4 8.2"GI..f=ARa�IJf,E. - _ �E a. iISID IcVG P+ve. 4. PAINT DARK tIIIEDI OR TAN PER t.A. AT TIME OF NSTALLATKIN 1-3 WAi K 7R GI1R6. SECTION �PURB c.0m-ToR b ;PVG MAIN LIRE PIPE. I I IIII-IIII=III 3. WHEN UNIT Is NEXT TO B AMM WALL, ETC., TEST CW0 ARE TD BE ON GUMM froBE.w r-1 TIEsHT) - - +� VERTICAL BRASS RISERS AND UNION MAY CHANGED TO 011LV. SCH 10 PPE Plant/Irrigation System Type: Zone Irr Eff. Area Seasonal Plant Factor: • 1!IN LAM ARAS, a}MAN L,NE l ITTBk{N•iOLN9lF IELi7.9UFLE7. 3/4"IN TURF AREAS. -IIII Spa Bal Etc r o 0sio0 2 Lowlatod Shrub / _ 2'IN 5HRU6 AtzFA9 I"IN L/RVAF aREAS, Wllll WRITTEN PERMISSION OF WATER N MAY YOR. Season Zonal Etc Rant Area Conversion Factors Estimated \`l tqL rg1�.P�5PEC.IFIGATION ,�� 8. 2"IN S1dR116 AREAS. - • - NDTE.LEE TO LOH TAPE CN ALL MALE 9 6 -4 2"IN 3lff .18 AREAS, VaWe Factor sq.ft. 0.82 748 tri.Bf. Water Use PIPE THREADS. • 2"M ShFL/g AREAS, Spring 20.69 0.35 0 0.62 748 0 {'IN TURF AREAS. e.IEGRON• ° �s '�:may y �/ . . .�^ �� NfJTEa U5E TEFL(SN TAPE ON 1RlI hMIALE E A 1' f A'ar v .,►_.a a PIPE THREADS.. Summer 57.29 0.35 0 os2 748 0 i1 L/ Fall Winter 15.97 0.35 0 062 748 0 TOTAL °•� REDUCED PRESSURE BACKFLOW G2UIGK GOJPLIhIG VALVE ELECTRIC* 6ONTROLLER VALVE (TURF) 5ALL VALVE ;A55EM3L'I' ENr7 SELF-ELU5f•iIN6 VALVE PlanUlrrigation System Type: Zone Irr Eff, Area Seasonal Plant Factor: FLTS ALTS NT.S. NOTES Spray/Bub/Drip 4 0$ <;3790.528 3 Mod Shrub N.TS. Season Zonal Etc Rant Area Conversion Factors Esthated - 1. DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS ARE FOR Value Factor s90.q. 062 748 tri.Hf. Water Use . DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING Spring 20.69 0.5 3790.528 o.6z 7a8 0.9 36.11 l ., Summer 57.29 0.5 3790.528 0.82 748 0.9 100.00 r ti LEGEND AREAS.�� Fan-Winter 15.97 0.5 3790.528 0.62 748 0.9 27.88 a TOTAL 163.99 :� = t,t" � lit,: � ;.j •_ � � f� I WILLFULLY INSTALL THE SYSTEM AS SHOWN WHEN IT IS OBVIOUS IN f L fl I _ _ �I" MON-P La'16sra-I-M PIPIN5. THE FIELDTHAT UNKNOWN OBSRTUCTIONS OR GRADE DIFFRENCES EXIST THAT PlanUlrrigation system Type: zone Irr.Eff. Area Seasonal Plant Factor: `` ,� r:; • A _ = -III � PRESSURE MANJ LINE vlPnwg MIGHT NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE �, a IIII IIII=IIII r CONTROL MIRES,_fiA�E Ariz�imOLe BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SpraylBubJDrip 4 0.000 4 tAodiH@gh SAn�3 :i Season Zonal Etc Rant Arca Conversion Factors Estimated 1ka I't�,. :.' "�" j _ - _ 1RY Io Rr.ItLiTALL Art>Ret Nr IN EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME IIII t Value Factor sq.ft. 0.62 748 tri.Hf. Water Use . ;.S .: - TO PRE55URE MAIN LIVE, Y IIII- FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. Spring 20-69 0.65 1-- 0.62 749 0 Q ,.':; L� _ :.•» 41 .PROVIDE 2'DE[PTH.OF GLEp1.(HgCKFILL. ,., a�> - �. ' ' ', - - INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS, Summer 57.29 0.65 0 0.62 748 0 i, r; 4 a. 1. FINISH 6arICE X.-� Foe-tMnter 1ss7 o.ss o o6z 749 0 sr 5�fl2RI@+6TION5P£tRrenTlO[JSIi7R CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY TOTAL 0.00 ;4•*, Z:-Pvcr•tFe Ir�s•+H obrtt*rAaA - - � BAGIEKILL.AND GOMPAGTION A b' E AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. >w "'- b`,: '* .1 REMIREMENTS. - RAM 8tsm MODEL s 7+LZ-0?S .OMI�RGIAL SRAVE �',, 1- I '" ''I, I'P, . : .- U31 � I � ARISATrON CONTROL zoe A9°5EMBt-r: s' t _. ✓1 FrN15FF INSTALL ELECTRICAL H00 4 cs ° - 151i ,.,,<,;. ,`a. K UP FOR CONTROLLER, INSTALL N0. 14 UF. DIRECT _PlanUlrrigation SYalem Type: Zone Irr.EH Area Seasonal Plant Factor: R- - caNr�cTOR: •• _ 2' N r. EACH S ra /Bub/Dri a 4 _#. *..,,` III= _IIII-, - ,, WIRE (WHITE COMMON, DIFFERENT COLOR PILOT FOR " 1 � BURIAL IRRIGATION ,.,. • M,Ftlt•11>H1.sAGKPILL 17t'PTteS PraolFt>'gNlerr ,.,:. k �. .'. ^-. ;a 4 'r 0.000 5 kl hShnsb , PlcrTwRF. .Q r' "'.i7 - t.. , . IIII=III I 1I 3. F'VL SOH;80 NIPPLE. s„, .: :. s ...� • .,.r.-. Season zonal_ttl prnt Area Ea6ruted {- I .,'•�,,:, .; ;� , ..;-:• II IIII " 6RP:DE.TD TOP aF MfJ I <; � ,� r ,, -,,.� _,,. � � . . <; �F"4�w,>; ,,w� TROLLER) USE EPDXY CONNECTORS AND BURY WIRE A MINIMUM OF x a, I G r ; ?., a ca,+ortF.ee O b *LrE = t / k,- CON T49 rr.Bt. eWler Use - . "• ' I' '.... ,: 24 FOR PIPE SIZED 3"AND LAe06CR . y, r-1- ,t •' >. .,..: V. Fedor aq ft 082 IIII Illl x �„• , z 4. MARLEX TxF qo DEB,5T1ET ELL. B'FOR PIPE sl �. " - - EIGHTEEN (18) INCHES IN DEPTH, BUNDLE AND TAPED TOGETHER EVERY TEN ', `• ] ,.. „,. - .. ZES 2 112 AND 5•' $W_ spring 23 69 0 8 0 os2 - 74B 0 --•>- r .,.: .-:.; ... I D fit.,-;t :.,,. . r„•,.. IO. Hn. -;a. '„t*r, "K" ...` '»r'-`'" n ,, Y -..1 {. ' a wT.+ x�ne•�elrtwrlritl{sebe" . `z. . fi ' • : (10) FEET. FORM EXPANSION COILS AT EACH VALVE AND CHANGE OF Summer 5?29 0.8 0 C s2 749 0 )4 •art . MARLC`X TXT 40 Dit5.STR '[ ,. ,. ., H.r.f`.": e'; I z, _ _ ..•r ,`a: ,I--" - • NO ELEGTRtGAL.^.OR®UIT IN TRENCH _ FaA-Enter 15.97 0.8 0 0.82 748 0r - -' TRENCHING DETAIL . . DIRECTION INSTALL WIRING IN PVC SCH 40 SLEEVES UNDER PAVING TOTAL 0.00 o c e ° o°° i 17 x le••WCTA SU Aar VALVE SOK =I 11.= 6. LATERAL LINE FITTFN$, -•" -" .. S PRESSURE MAINLINE TWO /2 INCHES AND LARGER SHALL BE PVC CLASS ° °o� °° o° ° to.we I0dCN r4W^0 7f FOR 5fl VVIMS ASHY � 7 3^f tILL OR.FENCE: � NT5. ( ) TREES °o° ° ° 315 WITH SCHEDULE 80 FITTINGS. PRESSURE MAINLINE AND FITTINGS LESS THAN TWO (2) INCHES SHALL BE PVC SCHEDULE 40. II. ImGTA"e1.LM VKVf!DDK Nl9re'.2i/BOLT i"• e 6 T e 1711 y 02JOID ALL AND TAX IN SrR116 9E +, • HEADS,3"TO 6'AaOVE F.G:FOR TEA* LV 1 VALVE�Anp„ • ,. PlanUlrrigation System Type: Zone Irr Eff. Area Seasonal Plain Factor. No.ON Lo N a• as.c.4.cAcracs. 5UB5LER HEAD AND 6"At30VE FG. 7 6 NON PRESSURE LATERAL SHALL BE PVC SCH 40 WITH SCHEDULE 40 4 EMIITER. ��.�..,_ 4 g FITTINGS. Spray/Bub/Drip 4 i'I1:g 244.550 6 Low Tree 13:cHRlstrs ro rAb-tar�+�To • I Season Zonal Etc pant Area Conversion Factors Estimated r1ATE,ff�•�. - ,r Value Factor sq.ft. 0.62 748 tri.En. Water Use �•LO1L Y'tlRE P�`�• �An� Spring 20.69 0.2 244.5502 062 749 0.9 o,s3 - b.. 5 1 ,+ " . (`• ': = 7 FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND t"T nelz Tr3 BE 76°To IQ'r4M(AY FRL*4:. /'� 7-1 8 Summer 57.29 0.2 2445502 0.62 7a9 0.9 2.58 PLANT5(5,'IRI169) - .. TO PREVENT OVER SPRAY ONTO EXISTING WALKS, DRIVES AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF '�'� ARC TO FIT EXISTING SITE CONDITIONS. Fall-Winter 15.87 0.2 244.5502 0.62 748 0.9 0.72 � � , TOTAL 4.23 "'' L EMIACt WMM coMM LVXW AdeaRY. ��y { 2- d+L+mOrl LATERAL-P.tiG/lb2PDPIP�. 8 BALL VALVE SHALL BE UNE SIZED AND LOCATED IN TAN VALVE BOXES, Plant/Irrigation System Type: Zone Irr Eff. Area Seasonal PlamFactor: ELEG I�IG GON I l� Spray/Bub/Drip4 0.000 7 Low I Mod Tree I` �/ S' F�+VxKSQ°rR"t0T'nsl�r OL VALVE (DR I f'-') f3UBI3L ER DETA':L 4 EY I TIER G I`>Y PARKWAY 4. pRtP LA,rarAL-FOG >6 PM Season Zonal Etc Rant Area Conversion Factors Estimated I. 4 ' {�� 1 ` 1 ��'�OW V�-� 9 CONTROL VALVES SHALL BE SIZED AS NOTED ON DRAWING AND LOCATED IN Value Factor sq.ft. C.62 748 tri.Bf. Water Use ) L�V �...� } ,,, yple geTfBi-DETJVLfIYr•1Ce�41. Spring 20.69 0.35 0 0,62 749 0 - At.TS. HTS. (MAY BE USED FD1t NpNEC3Mf1ERTt�'♦ s) -..� ,v) 4 ; If,P+�.-J T TAN VALVE BOXES. Summer 57.29 0.35 0 0.62 748 0 J �'�� ']� > ELIMINATE ALL LOWHEAD DRAINAGE AS NECESSARY. ; r_ - `\`` (1 } r .. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN TOTAFan L 15.97 0.35 0 osz 74s o ALL NON-HARDSCAPE / PLANTED AREAS. TOTAL g,°0 6 �� + 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING PIanUlrrigationSystemType: zone Irr Eff. Area seasonalWaMFactor: _ �' OR RELATING TO ANY PORTION OF THE WORK ARE HEREBY INCORPORATED $Pray/Bub/Drip 4 i>0;9 ;�427.983 8 lacd Tree b" MIN. Season Zonal Etc Rant Area Conversion Factors Estimated END l s; - Value Factor sq.ft. 0.62 749 tri.Elf. Water Use L SET ROT An JAGENT .�-•��j j INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS Spring 20.69 0.5 42T9628 062 748 0.9 408 1IP1 K OR AND i`ABOVE FIRk15fi - 1/1RIP ZONE f EXAMPLE ONL"r) 'x 6RADE IN oP RF1a5 AT TIME OF I LE6EAID 1� SHALL BE CARRIED OUT BY THE CONTRACTOR. Summer 5729 0.5 427.9628 os2 749 0.9 11,29 D f: MSTALLATION.• ' N:TS. 13 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF Fan-Enter- 1597 o.s a2zss2a 05z 749 os 3.51 ;.' a.A . ,Y p UTILITIES. STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE TOTAL 16.51 -.{ II , aR 14EAD, j rlNlsr:gRwe ; II ` } APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL PIanUlrrigation System Type: Zone Irr Eff. Area Seasonal PlaMFactor. - 4?Uc oR1•olir4nAnc; « . FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. S ra 1Bub/Dri 4 0.000 9 ModtHi h Tree 4. 5GH.8O NIPPLE-THE r , Season Zonal Etc Rant Area Conversion Factors Estimated i f L�-Nbl'`t '. Value Factor sq.ft. 0.62 748 tri.Elf, Water Use 5 t�G �� �• Z „ . u�r '.,�. � e� 1 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR - - Spring 20,69 -0.65 0 062 748 0 9 ARCHITECTURAL PLANS BEFORE BEGINNING WORK. n 5. P,/r.LA LNE 14 �z.:ynr rxfi e+neeuv--waaam Aga eeneew..•'ae. _ Fl 15 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO Summer szzs o.6s o 0.62 7aa o ' LINE PIPS AND�TnNe. _ t PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. ' -i Fall-Winter 15.97 0.65 0 0.82 748 0 4 I 6. MARL.EX.5TREM'r ELLS ' - ©rrew.rsu or fo:AieyLs~n,moms Wary.ef,PVC,TxT clf7 DBb.MARJ_EX 3TR3�T f5J», r,'"•i-TOTAL i 0.00 __ � - PV 16 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND • H. FINISH GRADE.: .uraaae nc iw.e.•1.*+r•,s,l.E•ra vArelS PlantArri YlB System Type: zone Irr.Elf. Area Se atonal PlaM h Tree 8 \`'{ onan.�w.et :,: THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE Sp re tBublDri 4 i'0.9--s 458.532 10 High Tree NOTE: U5E TEFiON TAPE OII ALL M11tE PIPE , I Season Zonal Etc Rant Area Conversion Factors Estimated THREADS,;:.�•- ,�;�:. x I ©eaenNsnaeu.e>•. - OWNER'S AUTHORIZED REPRESENTATIVE. Value Factor sq.ft. 0.82 748 tri.Elf. Water Use RE51'�EtJnyfL ArlMrne-rvamro+•sfn Avi girttrane"6 �• 7 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE Spring 20.69 0.8 458.5316 o.ez 7aa 0.9 6.99 '� .6 � �% - � t,sleeN.®�p,'eke+r`�u14. rwsrmAax.rmneATrae• i r, - y Summer 5729 0.8 458.s316 0sz 748 0.9 19.3s �A�Er iEr ¢zINBIRc >a JolNr TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS Fat•eVinter 15.97 0.8 458,5316 062 749 0.9 5.40 OR Hu•NT,R SKIING.IONT �' 2TO BE l piK..Lr aareo,win eearvpelrAl iir eEI•aotawr+ref TOTAL MAY EIE:5.05'm,-ED FOR �t^�.�t� i � �•` '' WIRE THROUGH.INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL '�"*f �j���, � : UGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS ! 31.74 t r Total Tree And Shrub 275.51 , t SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. . . ,, - r(� ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE PlanUl Spa y/B System Type: Zone Irr Eff. Area Seasonal PlainTudtor. i( { �. J A AI '� [JQl INSTALLATION DETAILS. Spray/Bub/Drip 4 0 11 Turf //'gy�p �j 1' I\Season Zonal Etc Rant Ares Conversion Factors Estimated ,,. �/R HEAD /' Value factor sq R. 0.62 749 tri.Bf. Water Use - ! r�'t�t•`.� TURD "P J e Sum 27 29 o0 6 0 0.62 748 0 - N.rs. N.T.S. RTM .N '�..'. THESE •PLAN HAVE BEEN REVIEWED BY THE H L �. Fammer 15.97 0.6 0 0.62 749 0 PLH�Iv .; _RCS CEPA - ACCORDANCE WITH WATER CODE TITLE 7, CHAPTERE3 ARTICLE 0.8. SECTION C 65597 ET I TOTAL ,ss7 o.7s o 0.62 749 0 I) Ij t<,.7, __ CIl Y „r PALM DESERT SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE TOTAL 0.00 LOCAL GO NI ( COUNTY) APPROVAL OF THIS DRAWING BY CVWD Total Tur# nffd TRE'` EMITTER RAINBIRD ADI OR EQUAL EMITTER SYSTEM - � STAFF DOEEEEES CONSTITUTEIAP APPROVAL TO ENCROACH INTO DISTRICT AND USBR l T4 �.N�CgP� RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY ltTs. NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT of WAY PIanUlrrigationSystem Type: Zone Irr Eff. Area SeasonelRarkFactor: _ _ Q •9. I t Vlaterfeature a o t2 0, spring 5 Wl. TRp WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. k. Season Zonal Etc Rant Area Conversion Factors EsBrmted rr �, a•: Value Factor sq.ft. 062 748 tri.Elf. Water Use - _. 0,x _. 20.69_ 1.2 �I �^9 0 0 82 7a8 0 Z Fan 15.97 12 0 9f32 749 0 C) 2Q No. 2242 O � I. Far-Winter 15.97 1.2 0 0.62 749 0_ NOTE• -:� :J U Exp. 1 D/31/0 r�Tl Q TOTAL p.- Total Waterfeature 0.00 _ -1 - SCH. .40 PVC PIPE SLEEVES SHALL BE INSTALLED '' DAI� �`v` wa MANAGcN1E P (ISO Total Estimated Water Use 275.61 * - /) _ * o UNDER ALL PAVING FOR ALL IRRIGATION LINES. SCH. z 40 PVC PIPE SLEEVES SHALL BE INSTALLED UNDER q OF �L`Fp oEVEL MENR ICES SUPERVISOR > ALL PAVING FOR ELECTRICAL IRRIGATION WIRING. A�"9ISFD 11BENC 36 Q Q f N0. REVISIONS APPROVED DATE MARCH NO. 155 ELEV. �316.435) r> CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY 0 NGVD29 2242 CALI FOR N I A FILE N0. SHEET B =r TROWBRIDGE cwT CITY OF PALM DESERT, LOCATION ' r + AND ASSOCIATES SIGNATURE DRAWN BY LI- 6 2.5" BRONZE DISK STAMPED LS 4146 BM 19871 ; '.: suiTEB5ERIORAVENUE CHARLES TROWBRIDGE ' PARCEL MAP fV0. 24255 WING No. OF IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,C.A.92627 GATWAY INDUSTMAL MEDIAN N DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. G CHECK BY MARK GREENWOOD, P.E. DATE 2 2 00 , PH(949) E ARCHI FAX RE L .#2242 3/ 6/ 06 D ECTOR OF MGATION LBGMs NOTES k DBTAIW 13 2.O E LY OF B.C.R. " `' LANDSCAPE ARCHITECTURE LTC.#2242 CT RCE NO. 57989 EXP. 6 30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, TAS., R.XE., S.B.B.M. : G • ', SHEETS otd a� z '� .,;. .. T"�•sa # I T'-' � I I .,.. ,,..-a`t.....i :.-:, 1 _. 8"^".r : ;:.. -�.,_.p..... - - - ---- -.._ -.. _ _ -. __. _ __ L. �na�r=•,-- -- ---....._._...,... _.�_____"` - I i I i i A ............ iI S 15 ,pu�� �~ f 15 ......._...... _.... _ lo ;. PAR �.`. �L; i , A • A4 , cq .y r .. a � QQ F 6 Xil »s';g..a 1 lk is #4 --. N - PLANT LEGEND Y SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR 7/ ram, TREES W CALLISTEMON VIMINAUS WEEPING BOTTLE BRUSH' 24'BOX 1 M 0.5 `A S PARKINSONIA PRAECOX SONORA PALO VERDE 36' BOX 8 L 0.2 GtDU CHITALPA TASHKENTENSIS CHITALPA 24'BOX 13 M 0.5 1 DECOMPOSED GRANITE 2' THINK LAYER 'PINE DAWN' 4 'CALIFORNIA GOLD' 3/ AFTER COMPACTION OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE 4' DIA. TO 6' DIA. SET IN CONCRETE AS SHOWN IN DETAIL WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 THIS SHEET OF BROWN TRUNK 15' x 7 SET LEVEL IN NATIVE SOIL OVER NATIVE O CItESTA R SUB-BASE AT 95% COMPACTION. FILL JOINTS bCK COBBLE 4" DIA. TO B' DIA WITH 2" THICK LAYER AF ZR COMPACTION BCALE: i� • x N y - y CAUFORNIA GOLD �6 MINUS DECOMPOSED O = ,0" —0 GRANITE. SHRUBS DALEA GREGGII TRAILING INDIGO BUSH 5 GAL. 9 L 0.2 9 CRESTA Bd SIZE 0 30 60 90 120 ���� L" ULDERS 2' TO 5' DIA. 'ANGUTAR/FLAT' SMALL-24 MIN. DIA. - 2 MEDIUM-4 ' MIN. DIA. )K MEDIUM MIN. DIA. THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT O PENSTEMON SUPERBUS BEARD TONGUE 1 GAL. 50 M 0.5 ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE O ACACIA REDOLENS DESERT CARPET` TRAILING ACACIA 5 GAT. 45 M 0.5 RECEIVED LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE pNDSCAP RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY ' © CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. V ` NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY JAN 1 ZQ07 5 W, TRp �'Q WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. O RUELLIA 'KATIE' N.C.N. 5 GAL 30 M 0.5 NOTE: MAXIMUM BOULDER HEIGHT NOT TO IXCEED 30" IN k h " HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. a - G c� No. 2242 0 FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 PUBLIC YVOrsnS DEPARTMENT _ 5' TO 10' TALL NOTE: SHRUBS, GROUNOCOVER, BOULDERS AND MOUNDING CITY OF PALM DESERT J V E p. 1 / 1/ rn --I MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT AGAVE VILMOR►NIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 Q „ ASPHALT ELEVATION MEASURED FROM THE TOP OF A . F- .� _ .. ................__ .. l. .._ * DATE WATER MANAGEME T PE OR � ` - 7 OESPERALOE PARVIFLORA RED YUCCA 5 GAL 58 L 0.2 s F � z TFOFF' �FOR�3' EVELO E T'SERVIC SUPERVISOR > 11 20 oe 3 � � w CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED CITY OF P DESERT FILE No. SHEET No. REVISIONS APPROVED DATE BENCH NO. 155 ELEV. NGVD29 ' TROWBRIDGE CWT CITY OF PALM DESERT, CALIFORNIA MARK ( 2242 LP- 1 LOCATION r I' "x AND ASSOCIATES SIGNATURE DRAWN PARCEL MAP N0. 24255 OF 2.5" BRONZE DISK STAMPED LS 4146 BM 1987 SUIT SUPERIOR AVENUE CHARLES TROWBRIDGE DATE GG ,� GATffAY INDUSTRIAL 1� UN AWING No. IN TOP OF CURB. NORTH SIDE OF GERALD FORD ''" C 949 CA.92627 7278 3 O6 06 CHECK BY MARK G EN OOD, P.E. DA �G PLAN ,' 14 22 I Al SUITE B,5 00 ±qR COSTA MESA, DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. 548-3663 FAX(949)�w � RECTOR OF t" 2.0' E'LY OF B.C.R. '+ >: LANDSCAPE ARCHITECTURE LIC.#2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.I5.�.M. SHEETS o L-1 ^^70A 1 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR GROUNDCOVER TREES SHRUBS � �...� DALEA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 DECOMPOSED GRANITE 2' THICK LAYER 'CALIFORNIA GOLD' 3/8'MINUS AFTER COMPACTION Op PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 OR APPROVED EQUAL (WETTED / ROLLED) OACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 CRESTA ROCK COBBLE 4' DIA. TO 6" DIA. SET IN C CRETE AS SHOWN IN DETAIL CAWSTEMON VIMINALIS WEEPING BOTTLE BRUSH 24'BOX 1 M 0.5 THIS SHEET ® CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 SET LEVEL IN NATIVE SOIL OVER NATIVE SUB—BASE'AT 95% COMPACTION. FILL JOINTS O RUELLIA 'KATIE' N.C.N. 5 GAL 30 M 0.5 CRESTA ROCK COBBLE a DIA. TO 6' DIA. WITH 2" THICK LAYER AFTER COMPACTION I FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 GRANITE. NIA' GOLD �6" MINUS DECOMPOSED G PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 5' TO 10' TALL GRANITE. SIZE i AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 L�® 8 CRESTA BOULDERS 2' TO 5' DIA. 'ANGULAR/FLAT" SMALL-24 MIN. DIA. { MEDIUM-42� MIN. DIA. HESPERALOE PARVIFLORA 58 11 LARGE-80" MIN. DIA. II RED YUCCA 5 GAL L 0:2 qr NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. I CHITALPA TASHKENTENSIS CHITALPA 24'BOX 13 M 0.5 SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE 'PINE DAWN' ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. W WASHINGTONIA FILIFERA CAL*MWA FAN PALM AS NOTED IN 10' x 8 H 0.5 NOTE SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING OF BROWN TRUNK 15' x 7 MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. W W dw. ii r f Ea` I PARCEL ,; _ 37 . PARCEL i{ �- -. �<�� _, iWiYilllir� �� � �� _.._..__., ,�.. ��� �� ��� �� �� :... �� ��� a 7inili/ifilYr�i �- �� �liiriY�� �� �rr� ��'" ...by•� ..:R' . y ,.���e_s��r.� �� �� �� _ 7 i I 3 _ ........_.... — s, rl ...._ .............................. ....-.... 3 i - .............._......_...... ..............._...............__ if if 10 - ?. - sa — ----s•}— ESD _................--. SO — sn ................. - ✓J � � RIVE ........................... ............ ........ L 70) � PARCEL 26. 0 PARCEL 6 PARCEL 12 X r RECEIVE® I PP03--18 i JAN 3 1 2001 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT $ ' PUBLIC WORKS DEPA s . �• °t„� '�' I - ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET CITY OF PALS DE-�T SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE 4 I LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD I i STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR � DSCqP�- RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY G<) �5 W TRH �'S� WITHOUT FIRST OBTAINING AN ENGRAOCHMENT PERMIT FROM CVWD. u o. 2242 O V-1 <: U Exp. 10 31/ 8 rl Q -0'7 f5 SCAM: iw�W*-O' * . ._.. ... ___ * A WA MANAGEM T S P RVI OR : - Z ` ! Q�I I OF 0 30 60 90 120 CAS- w K REYISED 11-20-06 Q PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPRO BY CITY OF PA DESERT FILE N0. CHARLES SHEET No. REvisioNs APPROVED DATE BENCH NO. 155 ELEV. 316.5 � CITY OF PALM DESERT, CALIFORNIA Q MARK ;Ao� '"i � �a TROWBRIDGE 2242 CWT LP— 2 LOCATION AND ASSOCIATES SIGNATURE DRAWN PARCEL MAP NO. 2�255 . of �s99suPEa�oaAverue DATE cc DRAWINGN0. N2.5' BRONZE DISK STAMPED LS 4146 BM 1987 q, . SUITE 8-5 ENCA A IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 / / CHECK BY MARK GREENW OD, P.E. A P T�G P�H . a1 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE „ PH{9a9154a 3eba FAX L9a91 bab nos 3 06 06 DI CT R OF = 15 2.0' E'LY OF B.C.R. 4'A.. � �' ° LANDSCAPE ARCHITECTURE uc.#2242 „ RCE NO. 57989 EXP. 6 30 08 PUBLIC WORKS / T.XS., R.XE., S.B.B.M - � SHEETS ox CT A PORTION OF THE N. 1 2 OF SECTION 29 - L-1 Oon7 1 A , � . ; ll I �I f w - i w 4 ........... PIP PA vn L - _ PA RCEL 3 a , I E u - FT- ....-.... .......................«PAP .«..-... NA R.. ,C.. x ., w 5 • "y-w — All f PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT ' FACTOR �_ € TREES _. _a............:. 1 1 " f I CALUSTEMON VIMINAUS WEEPING BOTTLE BRUSH 24"BOX M 0.5 PARCEL 2 PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 . '' kr - s 1 GROUNDCOVER '" CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 € M 0.5 DECOMPOSED GRANITE e THICK LAYER 'PINE DAWN' 'CALIFORNIA GOLD' 3/8-MINUS AFTER COMPACTION " OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE a DIA. TO 8" DIA. SET IN CONCRETE AS SHOWN IN DETAIL WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10° x 8 H 0.5 THIS SHEET S. W": 0=30*—O" PP03 OF BROWN TRUNK 15' x 7 SET LEVEL IN NATIVE SOIL OVER NATIVE -18 CRESTA ROCK COBBLE 4" DIA. TO B" DIA. SUB-BASE AT 95X COMPACTION. FILL JOINTS 0 30 60 90 126.F WITH 2" THICK LAYER AFTER COMPACTION CALIFORNIA GOLD MMus DECOMPOSED x; , THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT i 1 .F SHRUBS GRANITE. ACCORDANCE WITH WATER CODE TITLE 7 CHAPTER 3 ARTICLE 10.8 SECTION 65597 ET DALEA GREI' I TRAILING INDIGO BUSH 5 GAL 9 L 0.2 _I' SIZE r SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE F L I3 CRESTA BOULDERS 2' TO 5' DIA "ANGULAR/FtJ€►T" SMALL-24 MIN. DIA. LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD Op PENSTEMON SUPERBUS BEARD TONGUE 1 GAL. 50 M 0.5 ® � MEDIUM MIN. DIA. c C!!`'C STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR LARGE-60" MIN. DIA. PCCGI V ED" OSCA/p RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY O NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY I � OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. - ♦ ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 `�- W. T '9 �• � ;r S R Cam_ WITHOUT FIRST # V CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 NOTE CONTRACTOR TO PROVIDE BOULDER. COBBLE AND D.G. �AN 3 1 LO01 0 N0. 2242 0 0-1 � SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE 2 ` h RUELUA 'Il N.C.N. 5 GAL 30 M 0.5 ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. €� P --I U Exp 10/31/0 r*► •:',/ Q a PUBIC�.ORKS DE AR T MENT FOUQUIERIA SPLENDENS OCOTILLO 7 TO 9 CANES 10 L 0.2 NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30" IN : CITY OF PALM DESERT 5' TO 10' TALL HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. * * ATE WATER MANAGEMENT SUPERVI OR AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 NOTE: SHRUBS, GROUNOCOVER, BOULDERS AND MOUNDING1MV �/� ��/. \P Z MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT 1—�+V—O6 F OF CAL�FOR DEVEL NT SERVIC S SUPERVISOR Q MEASURED FROM THE TOP OF ASPHALT ELEVATION. HESPERALOE PARVIFLORA RED YUCCA 5 GAL 58 L 0.2 If Q BENCH ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVED : CITY OF PALM DESERT FILE N0. SHEET No. 155 CITY OF PALM DESERT, CALIFORNIA Q} No. REVISIONS APPROVED DATE �+ 2242 LP-3 NGVD29 I � � I �� - TROWBRIDGE CWT MARK ) I ; 4 DRAWN BY r_�. LOCATION AND ASSOCIATES SIGNATURE PARCEL MAP N0. 24255 of - 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 15"supERloR AVENUE DATE GG DRAWING IN TOP OF CURB, NORTH SIDE OF GERALD FORD ,,F SUITE B-5 CHARLES TROWBRIDGE � COSTA MESA,CA.92627 3 06 06 CHECK BY MA GREE W OD, P.E. DATE �� AY GND�N 16 2 2 N.. F vw THE EAST H (949)548 3663 FAX(949)646-7278 2 0' ETLY OF B.C.R. C.R. EAST ON MONTEREY AVE. �,, LANDSCAPE ARCHITECTURE LTC.#2242 / / CT RCE NO. 57989 EXP. 6/30/08 P BLJC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o yg r L-18272A $ 3 I x: � sa W I s . 'PLANT LEGEND �# SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR ' u✓ TREES SHRUBS h DALEA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 a 1 O ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 NG BOTTLE BRUSH M 0.5 CAWSIEMON VIMINIAUS WEEPING 24 BOX P d PIP PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 � W 0 RUELLIA 'KATIE' N.C.N. 5 GAL 30 M 0..5 ® FOUQUIERIA SPLENDENS OCOTILLO 7�TO 9 CANES 10 L 0.2 PARKINSONIA PRAEG`OX SONORA PALO VERDE 36" BOX 8 L 0.2 5 TO 10' TALL r' AGAVE VILMORINIANA OCTOPUS SHRUB 5 GAL 22 L 0.2 ' HESPERALOE PARVIFLORA RED YUCCA 5 GAL L 0.2 V 1 - CHITALPA TASHKENTENSIS CIiITALPA 24'BOX 13 M 0.5 'PINE DAWN' �N PIP !'r"y WASHINGTONIA FILIFERA CALIFORNIA FAN PALM AS NOTED IN FEET 10' x 8 H 0.5 OF BROWN TRUNK 11 x 7 I ..... P AR C L 33 Ji ....... k= x IN A Ii OR-E , ,V s ; 15DR 10 VE - ,. � 10 r 10 15 rJ _ _ i Lo 6ROUNDCOVER DECOMPOSED GRANITE 2" THICK LAYER 'CALIFORNIA GOLD 3/8-MINUS AFTER COMPACTION Al z OR APPROVED EQUAL (WETTED / ROLLED) . I� I ` CRESTA ROCK COBBLE 4• DIA. TO 6 DIA. SET IN CONCRETE AS SHOWN IN DETAIL - THIS SHEET x SET LEVEL IN NATIVE SOIL OVER NATIVE ' . sca r CRESTA ROCK COBBLE 4' DIA. TO 6" DIA. SUB-BASE AT 95X COMPACTION. FILL JOINTS WITH 2" THICK LAYER AFTER COMPACTION 9O� w —O a=. CALIFORNIACAUFORNIA GOLD �4" MINUS DECOMPOSED � i~ i GRANITE. • s slzE o 30 so 90 120 PM-18 CRESTA BOULDERS'2' TO 5' DIA. 'ANGULAR/FLAT' SMALL-24 MIN. DIA. o MEDIUM-42' MIN. DIA THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT Y LARGE-60 MIN. DIA. ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWDY RECEIVED N c STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USSR NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE,AND D.G. �,NDSCq/'� RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR RIGHT OF WAY ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. "` !-Q W T ,JAN 3 2�U� C,3✓ RO 'Q WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30 IN s 1V ' HEIGHT MEASURED FROM THE TOR OF ASPHALT ELEVATION. '' U =� NO. 2242 f� PUBLIC WORKS DEPARTMENT —I U Exp. 10/31/OS m a .` NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING C!-Y CP PALM DESERTLill I ^ O� � d► C F4 x MAXIMUM HEIGHT SHALL NOT EXCEED 30' IN HEIGHT s° MEASURED FROM THE TOP OF ASPHALT ELEVATION. . * * A W MANAGEMENT SUPERVISOR 4� T ............................ .._...._ o Z 11-20--06 CITE OF FO D E NT SERVICES SUPERVISORLLJ Q Q PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APP'' - ROVE B . CITY OF PA DESERT FILE N0. SHEET BENCH NO. 155 EEC• 31s.435 cHARLEs CITY OF PALM DESERT ALIFORNIA Q NO. REVISIONS APPROVED DATE MARK (NGVD29) a <: TROWBRIDGE CWT 2242 LP-4 ~ LOCATION ' 1 AND ASSOCIATES SIGNATURE DR'''WN PARCEL MAP N0. 24265 of U s 2.5" BRONZE DISK STAMPED lS 4146 BM 1987 g,, 1599 SUPERIOR AVENUE GG ( LNG N . ,..' '. IN TOP OF CURB. NORTH SIDE OF GERALD FORD , SUITE B-5 CHARLES TROWBRIDGE GATWAY INDUSTRIAL MUN 00 00 ha = 3/06/06 22 COSTA MESA,CA.92627 CHECK BY MARK GREENWOOD. P.E. DAT p�� jN�u+ P�N 17 1 w 2.0' E'LY OF B.C.R. s, PH(949)548 3663 FAX(949)646 7278 q DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. �, CT DIR TOR OF A PORTION OF THE N. 1 2 OF SECTION 29, TIXS., R.XE., S.B.B.M. SHEETS o LANDSCAPE ARCHITECTURE LIC.#2242 RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS 8 • !s L-18278A i ,��.Iy�L' -� _ _-__. _. _-__..__.._ __._... - _.. _ ___. ---____ _—__. —_ - _ _ _.. .�_ _..J_m." — _s.__�...�_.... .r_....... r �—_—_..1. .".3� •Q _"�.a�'!' --"+ice-.z _.. u'_. y I�,"4F'�" P n 1 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR TREES - i i J 'I CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 / PARKINSONIA PRAECOX SONORA PALO VERDE 36" BOX 8 L 0.2 ' `' CHITALPA TASHKENTENSIS CHITALPA 24"BOX 13 M 0.5 'PINE DAWN' WASHINOTONIA FIUFERA CAUFQRNIA FAN PALM AS NOTED RII'FEET 10' x 8 H 0.5 OF BROWN TRUNK 15' x 7 J I z := SHRUBS J / DALEA GREGGII TRAILING INDIGO BUSH 5 GAL 9 L 0.2 I O "000, / PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 W ACACIA REDOLENS 'DESERT CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 w E — \ CAESALPINIA PULCHERRIMA DWARF PULCHERRIMA 5 GAL 9 L 0.2 j ti RUELUA 'KATIE' N.C.N. 5 GAL 30 M 0.5 �•—� sR / FOUQUIERIA SPLE S ocunuo 7 TO 9 CANESI_µ, 10 t 0.2 ,.4 s 5• TO 10 TALL r s u " / - AGA%C_- VILMORINIANA OCTOPUS SHRUB 5 GAL. 22 L 0.2 y �tr .. . .:.:: . .... :. .. �'.r-. ♦ .._ "3 �s' .._{{ I .., - .....'. �.'.:, }': .-. :... is .* .- .'�^ y,, ,, •...�-.-.. :..� ' e `-�r,_,. .,y:.e t Fx.... a r .}M; 58 HESPERAlOE PARVIFLORA .:�- REED YUCCA GAL L 0.2 d .. I 5 to I / - E" 4 / ' GROUNDCOVER 4 DECOMPOSED GRANITE 2" 7114ICK LAYER *CALIFORNIA GOLD' 3/81MINUS AFTER COMPACTION OR APPROVED EQUAL (WETTED / ROLLED) CRESTA ROCK COBBLE 4" DIA. TO B" D1/% SET N CONCRETE A5 SHOWN IN DETAIL l THIS SHEET SET "L IN NATIVE SOIL OVER NATIVE CRESTA ROCK CABLE 4" DIA. TO 6" DIA. SUB—BASE AT 95X COMPACTION. FILL JOINTS WITH 2" TRICK LAYER AFTER COMPACTION fi CALIFORNIA GOLD V MINUS DECOMPOSED GRANITE. SIZE CRESTA BOULDERS 2' TO 5 DIA ANGULAR/FLAT" MEDIUM 242" MIN. DIA. J i . z LARGE-60" MIN. DIA. NOTE: CONTRACTOR TO PROVIDE BOULDER, COBBLE AND .G. SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE / ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. NOTE: MAXIMUM BOULDER HEIGHT NOT TO EXCEED 30' IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. ffa - k .: 0 30 60 90 120 PP03 i 18 • '�� w<`. g= THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3. ARTICLE 10.8. SECTION 65597 ET r - E�+ ���� SEQ. REQUIRING EFFICIEN LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE , I m"" lJ LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR d �NDSCq;�, RIGHTS—OF—WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY BAN 2007 a W T '9 NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY �(vO �C;l R0 'Q WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. PUBLIC,k'�iORKS DEPARTMENT NO. 2242 CITY OF PALN4 DESERT 2 --I Exp. 1 O/31 * DATEWA MANAGEMENTS E SOR w z I �. } 11-20— a qTF OF CAuFo ' DEMLOPPENT SERVICES SUPERVISOR Q : CHAR ; LES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. NO. DESIGN BY APPROVE CITY OF P DESERT FILE NO. SHEET BENCH No. 155 ELEV. 316.435 Y CITY OF PALM DESERT, CALIFORNIA a NO. REVISIONS APPROVED DATE CWT MARK (NGVD29) ;.� ,�I; b TROWBRIDGE 2242 LOCATION AND ASSOCIATES SIGNATURE LP— rJ DRAWN BY PARCEL MAP N0. 242�5 of U ! ' '+ 2.5" BRONZE DISK STAMPED LS �146 BM 1FORD ; ` ts99 SUPERIOR AVENUE CHARLES TROWBRIDGE A GG , `( O T`V DRAWING N0. r ; ; � SUITE B-5 GATB1rAY i!!1, 2 2 GGo ' IN TOP OF CURB. NORTH SIDE 0 GERALD COSTA MESA,u.926v CHECK 13Y MARK GREE NV00 P.E. DATE ` DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. 5, PH(9a9)see-;663 FAX(949)646-7278 � 3�06 06 IRE OR OF P'iJ1NTII�Tt,� PLAN 18 Y: 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE LIC.#2242 CT RICE N0. 57989 EiCP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29. T:XS., RYE, S.B.B.M. SHEETS o - ; - L-18274A " 71 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT FACTOR TREES CALLISTEMON VIMI ALIS WEEPING BOTTLE BRUSH 24"BOX 1 M 0.5 NOTE: All trees t� be low branching nd approved by city of Palm Desert. Hri18•P umawl�e•nun ,�ssaue PARKINSONIA PRAE OX SONORA PALO VERDE 36" BOX 8 L 0.2 " .. •IFS r w 04W LEA%€A.:SAM PW-Af I' ^a TO REMAIN TSU!�1NS PLANT / t ..pZi11pi5T�f�F.AmaFLQL'xe� V'�19M � ..r. �� *•� t ,..s_ '-s. '�; ,�1�5,'cs;} 1A[-K3: 1+ ��. E5?AHLf�Ft FERiE�3. ' 1, - w SET ABf3VE 694,7E 2"T3 4" ! {{ ! 13 M 0.5CHITALPA TASHKEN SIS CHITALPA 24 BOX 4 1=I�II5F1 GRADE _ ` . I_ JPe�Z}= 'PINE DAWN' - - y-} .� -- 111111=101 I(Illl_(1RII= pia c i c1=N �z ni�rr �I : I = EIII 3 ,1 ►OOT 2" ' T6 or-CIJJR5,AALL em iy 5'AGc e5"No Gt2JI:l 'Lrtfll a PAR '- c�� wswart+aw IIII.- BACKFlLL MIX FOR DESERT PLANTS SHINGTONIA FlU A CALIFORNIA FAN PALM H 0.5 k. wwsr ncrtsresn�w. 5 E Ak .:L ' f�L4 WA AS NOTED IN FEET 10' x B *Rdct ,. ° ^i' w+Ee ewa m.rs e+st Ci'dTi=45 T NE#Tt^�d C3`fL4N: ,.,� .� .r BE NATIVE SITE SOIL ONLY w+ro.e�Txwwwo! OF BROWN TRUNK 15' z 7 • T TO BACKFILL MIX FOR DESERT PLANTS TO BE [ !! ' �' Z."1'�,A`�lc�Jl.,��'t`Y AG I�LAFi�.'f't'h�ICrkL NATIVE SITE SOIL ONLYfAft T_; _; ( — fd�'cTk/ IF7I5TIJl�5E23 501Lnl T GE'AGthIC3.E Gehl _ T E11$0 4A . f4IZEA FM MAILJF!E SIZE 1:'iAA:T5. 12' MIX* s: raaawrMT 00 t .4 `--w..oaela�sevlar. 7 IN5TALLATIONI °! I�€5 LL4TIQ L1 1 T1 1fi aT L `1`( I 1J S'AC,IN ;:SHRUBS L DALEA GREGGII TRAILING INDIGO BUSH 5 GAL. 9 L 0.2 O PENSTEMON SUPERBUS BEARD TONGUE 1 GAL 50 M 0.5 !r Tv salwsw�s,rr:. '. µ b° 'GC BCi t/A1RIA8L I✓ RAN'flt,*&Y l'LALE- MT4 ♦ ACACIA REDOLENS 'D T CARPET' TRAILING ACACIA 5 GAL 45 M 0.5 PIN151,6WA1]-': E _ fi{ �', FLAT 51L3E l�? r�lt=rilAi�l n�G rara+elr+ems s CAESALPINIA PULCHER ,IMA DWARF PULCHERRIMA 5 GAL. 9 L 0.2 Tyr. r Ar— I RUELLIA 'KATIE• N.C.N. 5 GAL. 30 M 0.5 — .11i�=:�(" ', i-- •�' a ,. ,� Q 4 I PR(3P:GIRS'-4�'; �;j=1 ° CuUR$ 111 — ALL&BE BURIED VeXVS Fra.O►-1 S�tX>�kALk � �� ® FOUQUIERIA DE OCOTILLO 10 - • . „. � � � SPLEN N 7�TO 9 CANES L 0.2 L�1 �" 5 TO 10 TALL a AGAVE VILMORiNIANA OCTOPUS SHRUB 5 GAL. 22 L 0.2 h✓ r �'` I KY t --.- v �--' -� Il a (; ! �HESPERALOE PARVIFL A RED YUCCA 5 GAL 58 L 0.2 __ z �i t-!Otw MnSWX2 LRE I I I I * Ham '61 fP PI_R PLM{IE+1Y.+I$`T ry T _ — a _ ' J a 0 � H,A€ fNT��} ��Ns"�.:Ts�x� y o-tJ�p�R ---11h ll Ib MO xOcKa WEEov< L SIN JCIMS, TROM TO i.Z"F�+P LEVEL '7••c,APE ALA.GAVE � x _. t"6�'Jf�+3-AI'�1?kr)y6R#MA71�: ARE TO EE BAI,=. 1 '• `; Etd JQ Iy "1b1 .. 6ECOMPOSED GRANITE 2 THICK LAYER 2: M()(A�Ip 5Nr1PG5,GfU NCI'RANT G�I�TQLEZS� I � _ _ l- a''- �'I f E3CUL {N Gi C5! 3 Al :. J;,Z� I�or'eRl .. "(' r 'CALIFORNIA GOLD' 3/8"MI US AFTER COMPACTION 'rO W SEr AT VARf=+E'6HM5 ALL}VIAN!901LDE'�!$rp 3. 6RA=To 5111T rSGT OIL Srm t,4NDIT)L7t�6 SIV9 t, k I OR APPROVED EQUAL (WETTED ROLLED) NX7;tE T!•!AN Ca" H!60E R T.FFATI 6RilL FI 7T MIC7kITY TO A053UATE PRAIXAOE{3F IFLAN"rT� icftK_.A$. —WirVEu3o I.!I . _ i¢"3�O?"1 5f�A17)=AT CTt-ER LCGAT.a9 PER 61TY A" VAi : <,, T _ 4CRESTA ROCK COBBLE A. 6 DIA I CONCRETE AS SHOWN IN DETAIL THIS SHEETC 055 ESTONE Mt1_-DIAN kV1NG � r I4NC � A11< VINE f1 LL TI N - - - x.�ti• RTC SET LEVEL IN NATIVE SOIL OVER NATIVE a, CRESTA ROCK COBBLE SUB-BASE AT 95% COMPACTION, FILL JOINTS a IA. TO 6' DIA _ WITH 2' THICK LAYER AFTER COMPACTION CALIFORNIA GOLD fib' MINUS DECOMPOSED GRANITE. r a _ L SIZE 8 CRESTA BOULDERS 2 TO DIA. ANGULA /FLAT' 5 R SMALL 24 MIN DIA MEDIUM 42 MIN. DIA. LARGE-60 MIN. DIA. A , 11lEt t 61Tffdlt�K�' z". 1 I 1 1 ''( - l i=!ras++ NOTE CONTRACTOR TO PROVIDE BOULDER, COBBLE AND D.G. SAMPLES TO THE CITY OF PALM DESERT AND THE LANDSCAPE x _ *` (�� '� n. ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. I. ,, hfD91 !iF16Mf - I : 24'*r1Al:Gk3 qlJ 1 �> — III+_ NOTE: MAXIMUM BOULDER EIGHT NOT TO EXCEED 30 IN x HEIGHT MEASURED FROM THE TOP OF ASPHALT ELEVATION. FIR I ALL 6,11M �. �. .I k__. �+•� ��+,�. ' • MpkG?FiS kT PER FLAF1 tIE+I�',ri8.`) NOTE: SHRUBS, GROUNDCOVER, BOULDERS AND MOUNDING MAXIMUM HEIGHT SHALL NOT EXCEED 30" IN HEIGHT NOT`� �F1lLiti rISC r,!oa>s9[t I. M NOT U iC 2M SOAf� MEASURED ED FROM THE TOP OF ASPHALT ELEVATION. 1 �G ' E PINISR GRADE I + I j _ II(= �k $ ``:6;;..:� �F`ifZ4T-$QA.Dl5R _ LEVEL GR \ALf_CAVITIM ARL?VOIIaS. p. I ,. ,�.. �.� NnkitkW a9U°yea+ €v o�1 La►� Ole, A2�TO P�1�J4211~I7 To eE SET AT VAPIED tC-1&4T'S 4F t� 111t: 4JL1 i=R' FLAr,' t N `I-Itt�1A L4,�»I! jyT 4 L . OTHEFZ >: x r� 4 4 : r � .. y =' THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ' ACCORDANCE WITH WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET kICEIVEb iSEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE; LOCAL GOVERNING AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD I , STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR ' I NiSOA� RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY .°Y BAN 3 2�� VP NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY Q �5 W. 7"yo 'A WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. u. . PUBLIC WORKS DEPARTMENT �Z ��• �� 6 CITY OF PALM DESERT C) =� No. 2242 a (� r� -J Q Exp. 10/31/06 m - t ; _ o I DA WA MANA S In a .. ...... . . 12-07-06 q�F ORS DEVELO T SERVICES SUPERVISOR > OF CgL�F Q a 5 Q ' = BENCH N0. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA NO. DESIGNvr BY APPROVED : CITY OF PALM DESERT CITY O F PALM DESERT CALIFORNIA FILE N0. SHEET a . No. REVISIONS APPROVED DATE MARK (NGVD29) k °` � �I TR©WBRIDGE, au LP- 6 LOCATION I k AND ASSOCIATES SIGNATURE 2242 PARCEL MAP N0. 4255 of ~ DRAWN BY CU ' ' ' 15995UPERIOR AVENUE DATE GG t 2.5 BRONZE DISK STAMPED LS 4146 BM 1se7 CHARLES TROWBRIDGE 4` D WIN N I su�•. iTE B 5 IN TOP OF CURB. NORTH SIDE OF GERALD FORDATEIrAY INDUSITRIAL �DIAN costA MESA,ca 9z6z7 CHECK BY MARK GREENWOOD,GREE WOOD .E. DA00 DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. '' PH(949)s4s-3663 FAX(949)646-7278 3/06/06 DIRE OR OF PL♦NT LEGEND NO'1'E.4 DBTAW 9 2 M 2.0' E'LY OF B.C.R. LANDSCAPEARCHI`TECTURE LIC.#2242J CT RCE NO. 57989 EXP. 6/30 O8 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29, T.XS., R.XE., S.B.B.M. SHEETS o " L-1 8275A V i ib fie M „` GENERAL CONDITIONS �# 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES I G. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 23. AIR POLLUTION 1 . DEFINITIONS a. Shop drawings, product data, sample, and similar submittals are not contract a. If the construction of the project be abandoned by the Contractor, or if at arty Contractor shall comply with all air pollution rules, ulations, ordinances documents. The purpose of their submittals is to demonstrate for those p Y p ion con es, re g a. Words used herein in the masculine gender include the feminine and neuter, apply any work p time the Owner shall be of the opinion that the performance of the Contract is and statutes which a I to k performed rsuant to the Contract and C I portions of the work for which submittals are required the way the ontractor and vice versa; the singular number Includes the plural, and the plural the singular. unnecessarily or unreasonably delayed, or that the Contractor is willfully shall not discharge smoke, dust or an other air contaminants into the proposes to conform to the information given and the design concept expressed g y The word "person" includes a corporation, association or partnership. violating any of the conditions or covenants of the Contract, the Owner may atmosphere in such uanti as will violate the regulations of a legally in the drawings. p q � g any g y notify the Contractor not to resume or to discontinue, as the case may be, all constituted authority. q b. The contractor shall review, approve, and submit such submittals required' by the work or an art thereof conterrr lated under the Contract a written notice I-). Unless otherwise specifically defined herein, or unless the context re wires Y p p � a different meaning, all words, abbreviations, symbols, terms and phrases having contract documents with reasonable promptness and in such sequence or to served upon Contractor. The Owner shall charge the expense of such equipment, 24. N015E CONTROL a well known or technical meaning shall be so construed cause no delay in the work. labor and materials, plus ten percent (10%) of the cost thereof, for administrative c. Whenever in these specifications, or in any documents or instruments expense against any sums of money due or to become due the Contractor, or Contractor shall comply with all local sound control and noise level regulations and where these specifications govern the following terms are used, the intent c. The landscape Architect's review of such submittals is for the limited purpose of against the sureties to the extent of their hzz bility. ordinances which apply to any work performed pursuant to the Contract, and shall and meaning thereof shall be as follows: checking for conformance with information given, and the design concept make every effort to control any undue noise resulting from the construction expressed in the contract documents. Review of such submittals is not conducted b. In lieu of the foregoing provisions to suspend the Contract, the owner may pay operation. the Contractor for the completed portions CONTRACT - Represents the entire and integrated agreement between the for the purpose of determining accuracy and completeness of other duties such the project according m the Owner and the Contractor. The contract documents form the as dimensions and quantities, or for substantiating instructions for installation or provisions of the Contract and may treat the portions remaining uncompleted as 25. PESTICIDES/HERBICIDES Contact for construction performance of equipment or systems, all of which remain the responsibility of the if said portions had never been included or contemplated by the Contract. Contractor. Contractor shall comply with all rules and regulations of the Department of Food and CONTRACT DOCUMENTS - These specifications, the drawings, addenda issued 17. TEMPORARY SUSPENSION OF WORK Agriculture, the Department of Health, the Department of Industrial Relations and all prior to execution of the Contract, and the Contract between the d. The Landscape Architect's review shall not constitute approval of safety other agencies which govern the use of pesticides/herbiades required in the owner and the Contractor. precautions or, of any construction means, methods, techniques, 5equeneC5 or The Owner may order the Contractor to suspend the work on the project wholly or performance of the work. T procedures. in part for such period of time as may be deemed necessary due to unsuitable CONTRACTOR - The person or entity whose bid is accepted and to whom the weather or to such other conditions as may be considered unfavorable for the 2G. DUST CONTROL Contract 15 awarded. 9. SUBSURFACE DATA _ suitable prosecution of the work. Work shall be resumed when conditions are favorable or when the methods have been corrected, as directed and approved The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with LANDSCAPE ARCHITECT - The professional services firm who prepared the project Where investigations of site conditions have been made including subsurface ' in writing by the Owner. water, or other means as necessary, and shall save the owner free and harmless drawings and specifications for the Owner. conditions in areas where work is to be performed under the Contract, such from any claim for loss or damage sustained by others and resulting from i� Investigations are made only for the purpose of study and design. All soil and 18. LAWS TO BE OBSERVED operations on the project site. OWNER - The person or entity identified as such in the Contract. geological test hole data, water table elevations and agricultural suitability soil analyses apply only at the locations of the test and to the depths Indicated.. 27. UTILITIES WORK - The term "work" or "project" means the construction and services required 61 The Contractor shall be fully informed of all State and National laws and municipal or re ulations which in an manner affect those engaged or employed by the Contract Documents and includes providing.,all labor, materials, ordinances 9 YWhen placing concrete around or contiguous to any utility, the Contractor shall equipment transportation, tools, and incident�ls necessary to complete a; I O. CHANGE ORDERS in the work, or the materials used in the work, or which in any way affect the assume responsibility for costs to furnish and install a cushion of expansion joint a. The owner may at any time prior to acceptance of the work, by written order to conduct of the work and of all such orders and decrees of bodies or tribunals the work in a satisfactory manner. - material, clear opening or sleeve, or by other suitable means shall prevent Contractor and without notice to sureties, increase or decrease the estimated having any jurisdiction or authority over the same. embedment in or bonding with the concrete. quantity of work or material, make alterations, deviations, additions to or omissions from the drawings and specifications, and make changes in the I reject 2. CONSTRUCTION PROCEDURE as may be. deemed necessary or advisable, within the general scope thereof. _ 19. LABOR CONDITIONS 28. PATENTS AND ROYALTIES Contractor shall not be relieved of obligations to perform the wort fn accordance b. No claim for additional work or material will be allowed unless supported by Contractor shall comply with applicable Federal and State provisions of the labor The Contractor shall absorb in its bid, the patent fees or royalties on any patented with the Contract Documents either by activities or duties of the Owner, landscape w Code and Fair Employment Practices. Architect, orb tests, inspections or approvals required or performed persons i written Change Order signed by the Owner and the Contractor stating theirarticle or process which may be furnished or used in the work. The Contractor Y p pp q p by p agreement upon all of the following. shall indemnify and hold the Owner harmless from any legal actions that may be other than the Contractor. `"` { •-.�w 20. INDEMNIFICATION brought from infringement of patents. • Change in the workT"`` 3. NON-ASSIGNABILITY a. To the fullest extent permitted by law, indemnify • Amount of the adjustment in the Contract sum; and the Contractor shall Indemni and hold 29. PAYMENTS • Extent of the adjustment in the Contract time, If any harmless the Owner, Landscape Architect, Landscape Architect's consultants, Nether the Contract that may be awarded, nor any of the mmne that may become J - due to the Contractor under such Contract, May be assi ned said Contractor 1..and agents and employees of any of them from and against claims, damages,, a. The Contract sum Is stated in the Contract and, including authorized adjustments, Y g 1 1 . CONTROL OF MATERIALS lo9sekand expenses, including but not limited to attorneys' fees, arising out of is the total amount payable by the Owner to the Contractor for performance of without the written consent of the Owner. `„µ hall 1 or resulting from performance of the work, provided that such claim, damage, the work under the Contract documents. 4. SERVICE OF NOTICE a. Materials, parts and equipment to be furnished by th C:oliitrtc 5 be new, loss or expense Is attributable to bodily injury, sickness, disease or death, or unless otherwise specified in these specifications or noted on the drawm�15. to injury to or destruction of tarimbie property (other than work itself) b. Before the first application for payment, the Contractor shall submit to the The delivery or marlin of an notice, instruction, claim or rotest, or other written The materials shall be manufactured, handled, and used in a workmanlike manner, including loss of use resulting therefrom, but only to the extent caused in whole Owner a schedule of values allocated to various portions of the Work, prepared a�4 ' rY g Y p ; (communications, personally to the Contractor or to the Owner, shall constitute . or in part by negligent acts or t)missions of the Contractor, a subcontractor, in such form and supported by such data to substantiate its accuracy as the 4} e'' p All materials shall be subject to rigid inspection and if, in the opinion of the owner - "-a one direct) or indirect em t!5 ed them or anyone for whose acts they Owner m require. This schedule, unless objected to b the Owner shall be ;service thereof upon the Contractor, or the owner, respectuvely_` '� J 9 p p nY Y IY l' Y by nY eY may eOl J Y ti the same do not comply with the contract documents, said materials shall be may be liable, regardless of whether or not such claim, damage, loss or expense used as a basis for reviewing the Contractor's applications for payment. ` j immediately p p e is caused in art b a art ind Annified hereunder. Such obligation shall not be >Y, . '`5. SUBCONTRACTS p Y party 9 , re ected and immedia removed from the remises at the expense of th 1, Contractor. ; construed to negate, abridge, or reduce other rights or obligations of indemnity '' a. Contractor shall set forth in the,bid the name and the location of each which would otherwise exist as to a party or person described in this Section. 3. DRAINAGE . instructions and arts lists i guarantees, I 0 5 sheets iA/h ch warranties, a a 5 nstrUGt r u tee�' Manufacturers wa antes c subcontractor who will perform work or labor or render Service to the Contractor g p ,. in or about the construction of the work. are furnished with certain articles or materials incorporated in the work, s all be b. In claims against any person or entity indemnified under this Section by an A. GENERAL ,' -a- delivered to the Owner prior to acceptance of the work. employee of the Contractor, a subcontractor, anyone directly or indirectly i i n to furnish and install b. Contractor must have the written consent of the Owner to substitute a employed them or anyone for whose acts they may be liable, the I . Contractor shall provide all labor, materials, and equ pine t subcontractor other than that designated in the bid. 12. AND TESTS SAMPLES r=� `indemnification obligation under this section shall not be limited by a limitation drainage systems as indicated on the drawings and as specified herein. I The Contractor shall furnish such samples of all matenals as requested by the Owner on amount or type of damages, compensation or benefits payable by, or for G. BONDS AND INSURANCE without charge. Labor and equipment necessary for the furnishing of such samples the Contractor or a subcontractor, under worker's compensation acts, 2. Contractor shall maintain the project site throughout the progress of the work in shall be the responsibility of the Contractor. disability benefit acts or other employee benefit acts. a reasonable, dry, workable condition, free of surface water. a. Before execution of the Contract with the Owner, the Contractor shah SIG ' 13. SUBSTITUTION OR EQUIVALENTS c. The obll ation5 of the Contractor under this section shall not extend to the 3. Contractor shall be responsible for all cutting and patching of new or existing * _with the Owner surety bonds and applicable public liability and property da e g insurance satisfactory to the owner in the amounts and for the purposes specified t liability of the Landscape Architect, the Landscape Architect's consultants, walks, curbs and pavements required for proper installation of drainage systems, in the Contract. Bonds shall be duly executed by a responsible corporate surety, a. For convenience in de igration on the drawings or in the specifications, certain and agents and employees of any of them arising out of (1) the preparation articles or materials to be Incorporated in the work ma be deli hated under a f or approval of maps, drawings, o iniore, reports, sure , than orders, ' 4. Trench bottom shall be graded and prepared to provide a firm and uniform authorized to issue such bonds in the applicable State of the project and secured l'o Y g pp 9 p p g p p p through an authorized agent. Contractor shall pay all bored premiums, costs and trade name or the name of a manufacturer and catalogue number. Subject tor ,°. ' designs or specifications, or (2) the giving of or the failure to give directions bearing surface throughout entire length of pipe. incidentals. approval by the Owner or Landscape Architect, an alternative article or matena'` , , or instructions by the Landscape Architect, the Landscape Architect's may be utilized.City of Palm Desert to approve any changes to the final approved consultants, and agents and employees of any of them provided such giving or 5. In order to make any necessary adjustments, connections that are to be made to b. Changes in the work, or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or surety from their obligations. Landscape Plan. failure to give is the primary cause of the injury or damage. an existing pipe, catch basin or other appurtenances shall be exposed and , inspected before laying new pipe. PECIFICATIONS b. The burden of proof as to the quality and suitability of alternatives shall be upon 21 . SAFETY OF PERSONS AND PROPERTY A 7. DRAWINGS AND S the Contractor. B. HORIZONTAL SUBDRAINS a. The contractor shall keep at the project site a copy of the drawings and a. The Contractor shall be responsible for initiating, maintaining and supervising all .14. CERTIFICATES OF COMPLIANCE safety precautions and programs in connection with the performance of the I . Catch basins shall be as indicated and installed as detailed on the drawings. specifications. In the event a discrepancy exists between figures and/or Contract. drawings, the discrepancy shall be immediately submitted to the Owner for { } clarification. An ad ustment made the Contractor without obtaining such When requested, Contractor shall furnish the Owner with a Certificate of 2. Pipe shall be as indicated on the drawings and laid and jointed in accordance with .T y j g Compliance stating that the material substantial) meets the specifications. b. The Contractor shall take reasonable precautions for safety of, and shall provide generally accepted practice and to line and grade as designated on the drawings, clarification from the owner shall be at the Contractor's risk and expense and p g y p _ p reasonable protection to prevent damage, injury or loss to: employees on the with ends of pipe placed flush with the inside face of the catch basin. be subject to removal if said adjustment does not meet the approval of the Owner. 15. SUFFICIENCY OF TIME - work and other persons who may be affected thereby, the work and materials and equipment to be incorporated therein, whether in storage on or off the site 3. Interior of pipe shall be thoroughly cleaned of all foreign matter prior t0 during, b. The Contract documents, as defined herein, are intended to be read together to p g p p g Y g p iandShould the Contractor be obstructed or delayed in the prosecution or completions under care, custody or control-of the Contractor or the Contractors and after installation in the trench. :., Via`. , , describe a complete and finished piece of work, includinj all labor, matena s ( ` ` ' of the project the act, neglect,lect, delay or default of the Owner, or as a result subcontractors; and other property at the site or adjacent thereto, such as equipment necessary for the proper execution of the project. Anything in the p j g s s i . : of stokes, fire, flood, lighting, storms or earthquakes, or by unavoidable calamity, trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not 4. Invert of curb drains shall be located a minimum of one inch (I ) above the gutter `s ecifications and not-on the drawin s, or on the drawini s and not in the f p g g or other unforeseen causes that in the opinion of the Owner, are beyond the designated for removal, relocation or replacement in the course of construction. flow line. Drain pipe shall have a minimum clearance of two inches (2") from top fi f specifications, shall be as though shown or mentioned in both of curb and terminate at least one inch (1 control of the Contractor, then the owner may consider an extension of time for ) back of curb face. the completion of the project. c. The Contractor snail give notices and comply with applicable laws, ordinances, J"_ t rules, regulations and lawful orders of public authorities bearing on safety of C. BACKFILL F persons or property or their protection from damage, injury or loss. 1 THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ' r _' ACCORDANCE WITH, WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8. SECTION 65597 ET I . Back-Fill material shall be free from large clods, stones, and other objectionable SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE d. The Contractor shall 96 conduct operations as to offer the least possible materials, exceeding three inches (31 in diameter. � LOCAL GOVERNtNGI AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD obstruction and inconvenience to the public. The Contractor shall have under STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR p N RIGHTS-OF-WAY, TREES, PLANTS, WALLS AND PERMANENT STRUCTURES OF ANY KIND MAY construction no greater amount of work than can be performed properly with due DSC,q NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR RIGHT OF WAY W. o WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CvwD.Sre and to the rights of the public. RECEIVED ' 22. PROJECT 51TE MAINTENANCE C� 2� No. 2242 a i 1 {- a. Throughout all phases of construction, and until acceptance of the work, the JAN 3 1 2007 --I U Exp. 10 31/ 8 ran Q Aw Contractor shall keep the project site clean and free from rubbish and debris. �- - F DATE WATE MANAGEMENT SUPE I in PUBLIC WORKS DEPARTMENT * * o 00 2' ti b. Costs incurred due to cleanup operations shall be as included in the prices bid for CITY OF PALM DESERT J, _Z the various items of work and no separate payment will be made therefor. '9T R � � � F ENT SER ICES SUPERVIS .. 11 20 06 of Q Li f " CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.LA N0. DESIGN BY APP B CITY OF PAL DESERT FILE NO. SHEET s BENCH ELEV. 316.435 I TY O F PALM DES a ,55 C E T C L CALIFORNIA0 N NO. REVISIONS APPROVED DATE MARK (NGVD29) ��l i# � ���� a, � TROWBRIDGE 2242 C� � LS- 1 � LOCATION i�`'� AND ASSOCIATES SIGNATURE DRAWN BY PARCEL MAP NO. 24255 OF IN N0. • i s99 SUPERIOR AVENUE CHARLES TROWBRIDGE A GG GATE'RAY INDU MEDIAN 2 2 N 2.5 BRONZE DISK STAMPED LS 4146 BM 1987 i I i SUITE s-s IN TOP OF CURB. NORTH SIDE OF GERALD FORD COSTA MESA,CA.92627 A 3/06/0� CHECK BY MAR GREEN OOD, P.E. DATE �. � 20 I ;- G DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. ar PH(949)548-3663 FAX(94"6�10fti DIRECTOR OF ►� 2.0' E'LY OF B.C.R. LANDSCAPE ARCHITECTURE uC.A2242 CT RCE NO. 57989 EXP. 6/30/08 PUBLIC WORKS A PORTION OF THE N. 1/2 OF SECTION 29. T.XS., R.XE., S.B.B.M. SHEETS o k i L 18276A _ ID I #'i W G. GALVANIZED PIPE IRRIGATION SYSTEM -AUTOMATIC I . Galvanized steel pipe, where indicated on the drawings, shall be ASA O. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIALS TO BE FURNISHED Schedule 40 mild steel screwed pipe. Fittings shall be medium galvanized a. Use factory-made male end or prepare field-cut male end to exact 1 , Contractor shall furnish the Owner the following materials at the end of A. GENERAL screwed beaded malleable iron. I . Controller shall be of the type and manufacturer as indicated in the specifications of factory-made end. Irrigation Legend on the drawings, or approved equal. Contractor shall construction, prior to the Post-installation Maintenance Period: I . Contractor shall provide all labor, materials, and a ur meat necessary 2. All galvanized pipe and fittings installed below grade shall be painted install controller as indicated in the details on the drawings and in p q p ry g p pg p b. Carefully clean bell or coupling and insert rubber ring without lubricant. to,furnish and install the irrigation system as indicated on the drawings with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes accordance with manufacturer`s recommendations. • Two (2) sets of special toohs required for removing, disassembling and g ys ng pp pp eq p Positron ring carefully according to manufacturers recommendations. adjusting each type of sprinkler and valve supplied on the project. and as specified herein. may be wrapped with an approved asphaltic tape. 2. Connections between the controller and the remote control valves Two (2) five foot (5) valve keys for operating isolation valves. shall be made with direct burial solid copper wire. Control wire shall be c. Lubricate male end according to manufacturers recommendations and • Two (2) keys for each controller. 2. Coordinate the installation of all irrigation materials with the #14 AWG, Type LI.F., GOO volt. Common wire shall be #12 AWG. Wire insert male end to specified depth. Use hands only when inserting PVC One (1) quick coupler key and matching hose swivels for each quick construction of site amenities and planting. H. UVR-PVC PIPE shall be PVC-Insulated of single conductor type, underground feeder pipe. coupler valve installed. cable U.L. approved. One (1) set each approved as-built and record drawings. 3. All work on the irrigation system, including hydrostatic, pp d. Thrust blocks shall be provided where necessary to resist system pp I . UVR-PVC pipe, where indicated on the drawings, shall be ultra-violet • Two (2) sets each approved controller charts. coverage, and operational tests and the backfilling and pressure on ring-tite pipe and fittings. Blocks shall be concrete and the resistant, Schedule 40 PVC pipe. Fittings shall be UVR-PVC fittings. 3. As practical, pilot wires shall be a different color for each valve. compaction of trenches shall be performed before Common wires shall be white with a different color stripe for each size shall be based on an average soil safe bearing load of 1000 pounds U. A5-15UILT AND RECORD DRAWINGS planting operations. automatic controller. per square foot. I . Contractor shall maintain and keep up to date one (I) set of bluehnes 4. Drawings are diagrammatic and shall be adjusted as necessary to e. Form thrust blocks in such a manner that concrete comes in contact 1 4. Wire shall be buried a minimum of eighteen inches (18") in depth and showing the "as-built" location of major features of the project and conform to actual field conditions. Costs incurred due to any adjustment only with the fittings. Thrust blocks shall be between solid soil and the i for coverage, including those requested by the Owner relative to the whenever possible shall occupy the same trench as the mainline; bundled fitting. indicating changes that may occur during installation. location of irrigation heads as shown on the drawings shall be the and secured to irrigation pipelines at ten foot (10') intervals with plastic electrical tape, providing sufficient slack for expansion and contraction. 2. Prior to acceptance of the work Contractor shall furnish the Owner responsibility of the Contractor. 10. Irrigation lines and control wiring shall be installed under paving in with one (1) set of reproducible transparencies as the Record Set separate PVC Schedule 40 sleeves. Sleeves shall be installed with the showing the as-built data, of a quality satisfactory to the Owner. Transfer 5. Point of connection (P.O.C.) and operating pressure (P.8.1.) shall be as wipe feF a coverage depths as specified herein. as-build data in ink (no ball point pen) and eradicate outdated items. indicated on the drawings. Contractor shall verify the location and size of water source, PSI, and electrical supply prior to commencing installation. I. BACKFLOW PREVENTION UNiT 1 I : Piping under existing pavement may be installed Iby jacking, boring or 3. Dimension from two (2) permanent points of reference (buildings, 6. Provide a separate ground wire for each controller. p P In case of discrepancy, Contractor shall immediately notify the Owner. hydraulic driving, except that no hydraulic driving will be permitted under monuments, sidewalks, curbs, pavement) the location of the following I . Per C.V.W.D. asphaltic concrete pavement; Where cutting or breaking of existing 7. An expansion curl shall be provided within three feet (3') of each wire items: pavement is necessary, obtain permission from the Owner before cutting J. VALVE BOXE5 connection and change of direction, and at least every 100 feet of wire or breaking pavement and then make all necessary repairs and len th on longer runs. r Point of connection to existing water lines. B. QUALITY ASSURANCE g g replacements to the satisfaction of the Owner, and at no additional cost Point of connection to existing electrical power. I . Ball valves and remote control valves, e for anti-siphon valves, to the Owner. ii6 1 . Ail local and state laws, rules and regulations governing car relating to shall be installed below grade as indicated in the details on the drawings, 8. All splices shall be made with Scotch-Lok#3576 Connector Sealing Irrigation valves. i any portion of the irrigation system are hereby incorporated into and made in lockable valve boxes manufactured by Brooks, Fraser, Ametek, or Packs, Rain Bird fen-Tate, Sears D5-400 wire connectors, 3M DBY wire 12• All lines shall have a minimum horizontal clearance of six inches{G") `Routing of irrigation pressure lines (dimensions, maximum l C6 along a art of theses specifications. However, if theses ecifications call for or approved ual. sealing packs, or approved equal Use one (1) splice per connector route). p p p pp eq from each other and from lines of other trades. Parallel lines shall not be Remote control valves. describe materials, workmanship or construction of a better quality, higher sealing pack. Wire splices shall be located in pull boxes set one inch (I") r installed directly over one another. standard or larger size than is required by the above rules, regulations or 2. Valve boxes and lids shall be tan in color to match decomposed above finish grade. Quick coupling valves. requirements, these specifications and the drawings shall take granite. Gate valves shall be identified by stamping "GV" on the valve box 13. Provide the following minimum coverage (where lines occur under Other related equipment as requested by the Owner. precedence. cover. Remote control valves shall be identified by stamping "KCV" and 9. Field splices between the controller and remote control valves will not paved areas, these coverage depths shall be considered below : sub rade station number on the valve box cover. be permitted. � p g g ) 4. Contractor shall submit As-built/Recorcl Drawings to Owner for review 2. in the event any equipment or methods indicated on the drawings or ' Pressure mainline 24" prior to completing Controller Charts. specified herein conflict with applicable regulations, Contractor shall 3. Valve boxes shall be set one inch (1") above finish grade, with valves 10. Install a spare control wire of a different color along entire mainline. i Non-pressure lateral lines 12" V. CONTROLLER CHARTS immediate) notify the Owner or Landscape Architect in writing or to set at sufficient depth to provide appropriate clearance between the Loop thirty-six inches (36 ) excess wire into each single box and into one Y Y y p g pvalve box in each group of valves. Control wiring 24 1 . Contractor shall provide two (2) controller charts for each controller installation. In case of discrepancy, Contractor shall immediately notify the`." cover and valve. -.n. K. ADJUSTING AND TESTING THE 5Y5TEM Owner. ,., supplied. The controller charts shall show the area controlled and shall be l I . Contractor shall furnish all equipment, materials and labor to conduct the maximum size which the controller door will allow. The controller 3. Due to the scale of the drawings, it is not possible to indicate all �. ION HLAD5 charts shall be a photographic print with a'different color indicating the pipeline pressure tests, coverage tests and operational tests. Al{ tests area of coverage for each station. When coin feted and approved, the offsets, fittings, sleeves, and related other equipment, which may be g p pp shall be made in the presence of the Owner prior to planting operations. required. Contractor shall carefully investigate the structural and finished TION VALVES I_• Irrigation heads`�3fFiaMFbe of the matx,>~feturer,�size, type, rate of I' P I' 9 of controller charts shall be hermetically sealed between two (2) pieces of q Y 9 K. t50LA =' ;w . ;� I ( precipitation with the diametA?' (or,.pdius) of throw, pressure, and a Trenches shall not be backfilled until the pipeline pressure tests have been transparent plastic, each being a minimum of twenty (20) mils thick and conditions affecting the work and install a complete irrigation system within"- a :z discharge as specified in the Irrigation Legend on the drawings, or P submitted to the Planning Department (G of Palm Desert). 1. the intent of the drawings and s ecifications. k. performed to the satisfaction of the Owner. g p 1 . Isolation valves (ball) shall be as Ind the the Imgat g p �' i i approved equal, and installed as indicated ii�the details on the drawings p pipeline assembly, pi " W. OPERATION AND MAINTENANCE MANUALS the drawings, or approved equal. Contractor Shall install isolation valved fr and in accordance with manufacturer's recommendations. 2. After completion of i eline assemb for to installation of terminal 4. Manufacturer's warranties shall not relieve the Contractor of liability as indicated in the details on the drawings and m accordance with fittings, including but not limited to remote control valves and quick under the provisions for guarantees. manufacturer's recommendation. coupler valves entire system shall be thoroughly flushed to remove dirt I . Prepare and deliver four (4) individually bound copies of the Operation 2. Riser units shall be oriented perpendicular to the finish grade with � P � Ys 9 Y i nipples of the same size as the riser opening in the irrigation head. scale or other deleterious material, and Maintenance Manual to the Owner at least ten (10) calendar days 2. The operating unit shall be line-sized and have any arrow cast in the . prior to acceptance of the work. The Manual shall include descriptive - r ` metal indicatin the direction of opening. Valve shall conform to American - p g' 3. Spacing of heads shall not exceed the maximum shown on the drawing 3. With open ends capped, prior to installing valves, test pressure supply F� matena{ of equipment installed and shall be in sufficient detail for f C. MATERIALS LIST ° ' Water Works andards. and in no case exceed the maximum spacing recommended the lines for six (6) hours at 125 PSI, notify city prior to depressurizi imamtenance personnel to understand, operate and maintain all equipment. ` p g 'Each complete, bound manual shall include the following: „ g manufacturer. -. Center load PVC pipe with a small amount of backfill to prevent arching and' P 3. Isolation va:ves shall be designed to : lit d6mantling to replace I . Within fifteen (1 5) calendar days after award o �antr�et and prior to whipping under pressure. Installation, the Contractor shall submit to the Owner a list of materials sealing components without removal of the valve body from the pipeline. Q. INSTALLATIO�j ., Index sheets stating Contractor's address and telephone number, list including the manufacturer, description, model number and installation data. I �4 4. Contractor shall be responsible for correcting any portions of the work equipment with names and addresses of local manufacturers 4. isolation valves shall be installed with operating nuts. i . Pi a shall be cut n h ends reamed out to the full inside twenty four 24 hours in advance for the following Inspections; re resentatives. pu 'e and the e ty ( ) ow g p 2. Equipment or materials installed or furnished without prior acceptance diameter of the pipe and thoroughly cleaned of dirt, dust and moisture Catalog and parts sheets on all material and equipment installed. may be rejected and such materials removed from the site at the before installation, i system iayout Guarantee statement. l Contractor's expense. kr L. QUICK COUPLING VALVES pressure pipeline tests Complete operating and maintenance instructions. i I I x 2. PVC pipe shall be protected! from tool damage dui `assembly. ? _ coverage tests I . Quick coupling valves shall be a3 iC Ill tie lilejWtaOn dill, , i. Plastic pipe which has been nicked, scarred or damaged shall be removc+y, operational tests (prior to commencing planting operations) X. GUARANTEE the drawings, or approved equal. Contractor shall instaii quick coupler , and replaced at the Contractor's expense. _ I D. PRODUCT DELIVERY, STORAGE AND HANDLING valves as indicated in the details on the drawings and in accordance wrth S. Coverage test shall demonstrate that each station area is balanced to I • Contractor shall guarantee all materials and equipment for one (1)year manufacturer's recommendations, with a molded vinyl or thermopastic t3> 3. PVC solvent-weld Joints shall be made in accordanceinth A5TM provide uniform and adequate coverage. from the date of acceptance of the work. Should any trouble develop - 1 . Contractor shall exercise care in handling, loading, unloading and rubber locking yellow cover. Coupler keys and hose ells shay be of the I; D-2855. Pipe shall not be exposed to water for twenty-four (24) hours within the time specified due to inferior or faulty materials or workmanship, storing of irrigation materials and equipment. same manufacturer as the valve. after solvent-weld joints are completed. G. Operational test shall demonstrate the performance and operation of the Contractor shall be responsible for costs incurred due to repair and ` fall components of the controller system. Remote control valves shall be replacement. 4. Trenches shall be of open via Ci15truction to appropriate depths ( ` properly balanced, heads adjusted for coverage and system shall be E. PLASTIC PIPE M. ANTI-DRAIN VALVES as indicated on the drawings and specified herein. PVC pipe shall be iaid ;workable, clean and efficient. 2. Sample Guarantee to be provided to Owner: on native grade or certified compacted subgrade, free of rocks or 1 . Plastic pipe, where indicated on the drawings, shall be injection I .May or may not be needed dcpendrng on field conditions. Where sharp-edged objects and snaked from side to side in the trench to allows '7. Contractor shall be responsible for correcting arty portions of the work 'GUARANTEE FOR IRRIGATION SYSTEM molded; rigid; unplasticized polyvinyl chloride (PVC); NSF approved; of indicated on the drawings, and as needed for field conditions, anti-drain for expansion and contraction. ,i that are not properly installed and retested until installation has been high tensile strength, chemical resistant and impact strength; and valves shall be as indicated in the Irrigation Legend on the drawings, or ? accepted by the Owner. We hereby.guarantee that the irrigation system furnished and installed is • depending on class and rade, conform to ASTM 2241 or A5TM approved equal. Anti-drain valves shall be line-sized and Installed on the ti, 5. Teflon tape shall be used on all threaded PVC Th PVC and on all free from defects in materials and workmanship and the work has been p 9 9 p 8. ALL LANDSCAPE INSPECTIONS SHALL BE IN ACCORDANCE D-1 785. riser directly under the irrigation heads in accordance with manufaeturere+t Ij' threaded PVC to meta!joints. completed in accordance with the contract documents, ordinary wear and recommendations. 7, " WITH THE CITY OF PALM DESERT REQUIRED INSPECTION tear and unusual abuse, or neglect excepted. We agree to repair or SCHEDULE. 2. Fittings and couplings shall be threaded PVC Schedule 80 conforming G. Brass pipe and fittings 51ifA b assembled using Teflon dope, applied replace any defeats In material or workmanship which may develop during _ _ - ',; the period of one (I) year from date of acceptance and also to repair or to ASTM D 2464; or slip fitting, tapered socket, solvent +areld type, PVC N. REMOTE CONTROL VALVES to the male threads only. Schedule 40 conforming to ASTM D-246G or PVC Schedule 80 replace any damage resulting from the repairing or replacing of such =y# g t,'S. BACKFILLING defects at no additional cost to the Owner. We shall make such repairs or conforming to ASTM D-2467. 1 . Remote control valves shall be solenoid activated, of the type, ; 7. Galvanized pipe threads shall !fie cutNith clean, sharp dies, conforming replacementswithin a reasonable time after receipt of written notice from w "# manufacturer and size as indicated in the Irrigation Legend on the i to American Standards Association Specification. Male pipe threads shall '1 . Backfill material shall be free from large clods, stones, and other pit 3. Solvent cement and rimer for ri id PVC solvent-weld i and fittings r { Contractor hall install remote control be coated with anon-toxic non-hardening, non-corrosive joint compound. I materials, the Owner. We authorize the Owner to proceed to have card repairs on P 9 pipe 9 drawings, or approved equal. s g, j po objectionable exceeding three inches (3 ) in diameter. shall be of commercial quality, IAPMO approved, conforming to ASTM valves as indicated in the details on the drawings and in accordance with replacements made at our expense and we will pay the costs and charges : A D-2564. manufacturer's recommendations. 8. Galvanized pipe or ultra-violet resistant (UVi ) PVC installed on grade 2. Trenches located under areas where paving or concrete will be therefore u on demand. p x shall be anchored at intervals not to exceed ten feet (I O'), with #4 rebar, ; installed shall be backfilled with a six inch (6") layer of sand below the pipe with a "J" hooked radius. and three inches (3') above the pipe, and compacted in accordance with PROJECT: pp p I the requirements,of detail B TRENCHING Sheet U-2. LOCATION: _ Signed: ; ; Contractor I ' Address: � L THESE PLANS HAVE BEEN REVIEWED BY THE COAHELLA VALLEY WATER DISTRICT ACCORDANCE WITR WATER CODE TITLE 7, CHAPTER 3, ARTICLE 10.8, SECTION 65597 ET _ SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE I RIGHTS-OF-WAY,FFDOES NOT AGENCY (CITY OR COUNTY) APPROVAL OF THIS DRAWING BY CVWD k' . SNOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USBR STAFF DOE RE A AN PERMANENT R Y IN MAY ((( ES, PLANTS, WALLS D NENT STRUCTURES OF AN KIND NOT BE PLANTED OR INSTALLED IN CVWD AND USBR EASEMENTS OR RIGHT OF WAY - r J A N 3 i, 2007 ,(�,� �c, W. TRp �, WITHOUT FIRST OBTAINING AN ENCRAOCHMENT PERMIT FROM CVWD. �J fx P No. 2242 V1 RKS DEPARTMENT C) Y C� F,_A�t f _ € CITY P DESERT "� V Exp. 1 /31/ 8 rn J Q i n i DATE � WA IS Z fit. x � REVISED 11-20-06 9T ' r. F o DEVEL P ENT SERVICES SUPERVISOR >- OF L�w r g i, .:+. l r y r NO. REVISIONS APPROVED DATE BENCH No. 155 ELEV. 316.435 CHARLES PREPARED UNDER THE DIRECT SUPERVISION OF R.L.A. No. DESIGN BY jPRVE : CITY OF PAL DESERT CITY 0 F PALM DESERT CALIFORNIA FILE NO. SHEET Q MARK (NGVD29) i, E I �� - x TROWBRIDGE G� ��_ DRAWN BY PARCEL MAP NO. 24255 LOCATION r A Iu AND ASSOCIATES SIGNATURE 2 42 ~ c 2.5' BRONZE DISK STAMPED LS 4146 BM 1987 ! IS"SUPERIOR AVENUE CHARLES TROWBRIDGE GG (I V� D I N . OF N . IN TOP OF CURB. NORTH SIDE OF GERALD FORD ;r i SUITE e s CHECK BY GREE OOD, P.E. DA GATRWAY INDU MEDIAN :-, ; i _ cosrA MESA,CA 92627 rza # IRE OR OF �. DR. OT THE EAST B.C.R. EAST ON MONTEREY AVE. PH(949)548-3663 FAXI 3 06 06 I�1'IOI� _ 21 22 1 1 , CT A PORTION OF THE N. 1 2 OF SECTION 29 T.XS., R.XE., S.B.B.1 , ;,; '' i ,w 2.0 E'LY OF B.C.R. , uwoscAPE ARCHi�cruRe uc.x 2z�2 / / RCE N0. 57989 EXP. 30 08 PUBLIC WORKS SHEETS O k _ � 11R977A