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HomeMy WebLinkAboutMontery Avenue & Dinah Shore Drive Medians_1 GENERAL PLANTING NOTES: 1. VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO START OF WORK. LANDSCAPE PLANS FOR: {.i 2. AFTER IRRIGATION SYSTEM INSTALLATION AND FINISH GRADES HAVE BEEN ESTABLISHED PERFORM WEED CONTROL AS .. ... : > RECOMMENDED IN THE SPECIFICATIONS.3. LANDSCAPE '{::. i✓xi? ':ii'i ti;: i?{ '. v it';:. '': '<:::y'' :A��:'•:';:::i''::i:"::. '�ii: ARCHITECT SHALL HAVE THE OPPORTUNITY TO INSPECT AND APPROVE ALL SPECIMEN AND BOX MATERIALS I. A7 7HE NURSERY PRIOR TO PLANTING. CITY OF PALM DESERT MAY REJECT ANY & ALL PREVIOUSLY APPROVED MATERIAL. 4. LANDSCAPE ARCHITECT SHALL HAVE THE OPPORTUNITY TO INSPECT ALL PLANT MATERIALS AT THE JOB w , '■ SITE PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THEFT OR DAMAGE TO PLANT MATERIALS ONCE PLANT MATERIAL 1S DELIVERED TO THE JOB SITE. 6. UPON COMPLETION OF PLANTING, THE CONTRACTOR SHALL ARRANGE FOR A SUBSTANTIAL COMPLETION INSPECTION BY THE LANDSCPE ARCHITECT. CONTRACTOR SHALL CORRECT ANY DESCREPANCIES FOUND PRIOR TO FINAL INSPECTION AND ACCEPTANCE OF THE PROJECT. _ a 7. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. THE GENERAL REQUIREMENTS FO THE SPECIFICATIONS SHALL TEREY AVENUE AND DINAH SHORE DRIVE MEDIANSPUBLIC WORKS DEPARTMENT BECOME PART OF PLANTING WORK. 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 CITY OF PALM DESERT & CITY OF RANCHO MIRAGE, CALIFORNIA Telephone: (760) 346-0611 . A REPRESENTATIVE SAMPLE OF THE BOTANICAL NAMETAGS FURNISHED BY THE NURSERY STOCK SUPPLIER SHALL REMAIN Fax: (760) 341-7098 ATTACHED TO THE PLANTS UNTIL FINAL INSPECTION. 9. PLACEMENT OF DECOMPOSED GRANITE SHALL BE CONTINUOUS UNDER ALL SHRUBS THROUGHOUT THE PROJECT SITE. PREPARED BY: PROJECT NAME: 10. FINISH GRADE IN ALL PLANTER AREAS SHALL BE 2 INCHES BELOW FINISH SURFACE OF SURROUNDING HARDSCAPE AND OR M UTILITY BOXES. MONTEREY AVENUE 11. WHERE IT IS OBVIOUS IN THE FIELD THAT CONDITIONS DEVIATE FROM WHAT IS INDICATED ON THE PLANS, IT IS THE .1614, & DINAH SHORE DRIVE ` RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. IN THE EVENT THIS LANDSCAPE A R C H I T E C T S NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. MEDIANS -_ 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING WORK. CITY OF PALM DESERT ' t O MIRAGE, CAL '- RANCHO A� 2995 AIRWAY AVENUE PHONE: (714) 556-2500 & CITY OF RANCH A 13. AFTER ALL WORK INDICATED ON THE DRAWINGS OR HEREIN SPECIFIED INCLUDING ALL PLANTING HAS BEEN COSTA MESA, CA 92626 FAX: (714) 556-2504 COMPLETED, INSPECTED AND APPROVED BY THE CITY OF PALM DESERT/CITY OF RANCHO MIRAGE, THE CONTRACTOR SHALL MAINTAIN ALL PLANTED WWW.LCAPOUYA.COM LICENSE #2314 AREAS FOR THE PERIOD OF NINETY (90) CALENDAR DAYS AFTER AFOREMENTIONED APPROVALS, EXCEPT THAT THE MAINTENANCE PERIOD SHALL BE EXTENDED TO INCLUDE THE TIME NECESSARY TO: KEY MAP 1. MEET THE REQUIREMENTS AND APPROVAL BY THE CITY HAVING JURISDICTION. I 14, REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. N.T.S. a I m ``' w I `�z CITYROVED BY: OF PALM DESERT APP M I GENERAL IRRIGATION NOTES: MONTEREY AVENUE Q 1. DRIP EMITTERS SHALL BE INSTALLED SO THAT THE TOP OF THE EMITTER IS 4" ABOVE FINISHED GRADE. BUB BLERS SHALL BE I � INSTALLED SO THAT THE TOP OF THE BUBBLER HEAD IS 3" ABOVE FINISHED GRADE. W BEM APPROX. LOCATION OF IRRIGATION r " A _ �- #3282057 WATER METER 8 DRIP EMITTERS & BUBBLERS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED _..:_... -. ....... � : ..:..._ OTHERWISE UNLESS ,. <<,. N. ....::.:: . ::......:,..:..A 1 ,.:: I...... -�^� A: L-ry may.......... SE DESIGNATED ON IHE PLANS. ............. �,- N .. { _ . Ix , :; x THE IRRIGATION M ; ...................... ...... -- ................. . ..... -- . SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN 1 0 i ON THE IRRIGATION _ ..-- ... ATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION .--_.... --..-.ON CONTRACTOR o ACTOR ...................... .... , AL - cirr VERIFY { . ... ENGINE ER PRESSURE ..... .. _..._....:.::.:..:..:::. .... ..,...,,..................;: ..._. ... ...- .......... _ ... .... .. ......,...... ......... ... CHE P.E. ....:::.. .. vk.. . PRIOR TO CONSTRUCTION. . .. .. .� ...... .. - 1.-,..- :.. ....... .... _ R.C.E. N0. EXP. DATE DATE ....... 4. SS OTHERWISE NOTED, 120-VOLT ELECTRICAL POWER FOR CONTROLLER IS TO BE REFERENCED TO THE CIVIL ENGINEER'S � 64819 s 30 09 ) -� PLANS. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO MAKE FINAL ELECTRICAL � CONNECTIONS TO THE AUTOMATIC CONTROLLERS FROM THE PROVIDED OUTLET. I DINAH SHORE DRIVE I APPROVED BY: - CITY OF RANCHO MIRAGE5. j THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL. BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. I I V) af 3 `J APP OX. LOCATION OF IRRIGATION } o w WA R METER #29503585 w'� 6. _ iKKI(,ATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. _ I l' a W Z w I I 7. DO; rv0 WILLFULLY. INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT �, -o.„.,.Cl?Y aF P►l.►1DESERT_...... -„--..-..- EE SHEET NO. L-103 FOR SLEEVEES D i i ........ .. ..... r .' ..... CITY OF PAW DESERT CITY OF?,,:.ii UESEn'T CITY OF PALM D.-MT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN ..' ........................ 'G`TY-'OK'-Ri(NCFM6 111RM)E .................. yy C 1 CITY OF RANCHO MIRAGE .,. qTY OF RANCHO MIRAGE DINAH SH ' E... RI M CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE < w } i OWNER'S AUTHORIZED REPRESENTATIVE. � 0 a Z W \ tic W > I 0 8. IN THE EVENT THE OWNER'S AUTHORIZED REPRESENTATIVE IS NOT CONTACTED, THE IRRIGATION CONTRACTOR SHALL ASSUME Q CI f ENGINEER I I V a WILLIAM ENOS, P,E. "LL" RESP��SSIBILfTY FOR ANY REVISIONS NECESSARY. INSTALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN THE PLAN I o 0 I AND DETAILS. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. R.C.E. N0. EXP. DATE DATE 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH LOCATION OF WALLS, RETAINING 43910 6/30/09 Q I m WAL LS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE w w wI z z z � LOCATION AND THE iNSTALLA i-ION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING STRUCTURES, ETC. IN -1 I SHEET TITLE: J J ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS. = I = I = I U U Q I Q 10. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE � UNDER PAVED AREAS. WHEN CERTAIN OBSTRUCTIONS (FIRE HYDRANTS, TREES, LIGHTS, BOULDERS, ETC.) INTERFERE WITH I I TITLE SHEET THE SPRAY PATTERN OF THE DRIP EMITTERS AND/OR BUBBLERS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION LL CC CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM ON EACH SIDE OF THE OBSTRUCTION TO PROVIDE PROPER CITY OF PALM DESERT WATER METERAT295035 IRRIGATION WATER CONSERVATION CONC EPT CEPT STATEMENT: COVERAGE. ALL ADJUSTMENTS SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. DINAH SHORE DRIVE SCALE: 11. ALL SLEEVING ON MONTEREY TO BE INSTALLED WHEN MEDIANS ARE BUILT BY THE CONTRACTOR FOR MEDIANS. ALL SLEEVES CITY OF R MIRAGE PROJECT SITE. SEE VICINITY MAP AS NOTED Z TRACT OR PARCEL NUMBER: 618-02 FOR MONTEREY AVENUE, , I ACROSS ROADWAYS SHOWN ARE FOR APPROXIMATE LOCATIONS ONLY. ¢ PROJECT -LOCATION: MONTEREY AVENUE (BETWEEN COUNTRY CLUB DRIVE & HOVLEY LANE WEST) SHEET INDEX SITE SHT. NO. DESCRIPTION REVISIONS LANDSCAPE INSPECTION SCHEDULE: 3 CITY OF LANDSCAPE ARCHITECT/IRRIGATION DESIGNER/CONTRACTOR: LYNN CAPOUYA, INC/IRRIGATION CONSULTANT GROUP Y RANCHO MIRAGE CITY OF PALM DESERT T101 TITLE SHEET N0. DATE DESCRIPTION i 1. SLEEVING GRADING T5i INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE: L101 IRRIGATION PLAN (MONTEREY AVENUE) CITY COMMENTS 7 L102 PLANTING PLAN (MONTEREY AVENUE) °� �5 CITY COMMENTS A. SLEEVE DIAMETER, TYPE, DEPTH & LOCATION. �/ 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: as o3 --J I B. SOIL SURFACE DRAINAGE, ELEVATION & TRASH (INCLUDING WEEDS & RUBBLE). FRANK SINATRA DRIVE L103 IRRIGATION PLAN (DINAH SHORE DRIVE) 7 CITY COMMENTS CONVENTIONAL LANDSCAPE: 26.37 CCF L104 PLANTING PLAN DINAH SHORE 2 7 -1 ( RE DRIVE) 7 CITY COMMENTS RECREATIONAL TURFGRASS LANDSCAPE: 0 CCF L501 IRRIGATION DETAILS " 28 CITY COMMENTS 2. HARDSCAPE/BOULDERS - COBBLE MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 26.37 CCF oo� A. SIDEWALK & WALL LAYOUT. W L502 IRRIGATION DETAILS B. UTILITIES LOCATION. o o O V/ 2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: L503 PLANTING DETAILS C. BOULDER TYPE, SIZE, WEIGHT & PLACEMENT. J z Z ¢ TURFGRASS HYDROZONES: 0 CCF 3. IRRIGATION SYSTEM ROUGH-IN Q RECREATIONAL TURFGRASS HYDROZONES: 0 CCF I �' ¢ o A. TRENCH DEPTH & LOCATION. VERY LOW PLANT HYDROZONES: 0 CCF NOTE: COUNTRY CLUB DRIVE � LOW PLANT HYDROZONES: 4.89 CCF ,FORE Under B. PIPE SIZE & CLASS. " MEDIUM PLANT HYDROZONES: 4.11 CCF �,e o you, ground C. MAIN LINE PRESSURE TEST (125 PSI FOR 6 HOURS) HIGH PLANT HYDROZONES: 12.93 CCF � o NO LATERAL LINE OR VALVE HOOKUP DURING TEST) Z :D WATER FEATURES: 0 CCF SEE SHEET L502 FOR COACHELLA VALLEY �, Service Alert W Z WATER DISTRICT EAAWU & MAAWA CALCULATIONS, of Southern California Z SITE Q OTHER 0 CCF CITY OF PALM DESERT WATER CALC CHARTS, W ItII Cali: TOLL FREE 4. PLANT MATERIAL (TREES & SHRUBS) o J CITY of a ESTIMATED ANNUAL TOTAL APPLIED WATER USE: 21.93 CCF A. CONDITION. RANCHO MIRAGE APPROX. LOCATION o & WATER CONSERVATION CONCEPT STATEMENT w OF IRRIGATION � FOR DINAH SHORE DRIVE. - 8 0 0 ��, B. TYPE. z W3 TER METER 0:: �/ 3. EATAWU < MAAWA 9 � C. PLACEMENT. m # 282o57s - 4, LANDSCAPE DESIGN PLAN 2 2 7- 2 6 0 0 ���� °' HOVLEY LANE WEST 5. IRRIGATION p� �- DESIGN PLAN �pf AElrc� �� COG TWO WORKING DAYS BEFORE YOU DIG 5. GROUND COVER (DECOMPOSED GRANITE) -7-6. GRADING DESIGN PLAN APPROv�A. TYPE. CITY OF PALM DESERT 7. SOIL CHEMICAL ANALYSIS (OPTIONAL) p f �' CLIENT: CITY OF PALM DESERT B. DEPTH. * JOB NAME: MONTERcY AVE./ui'v,AEi SHORE DRIVE 1 C. COMPACTION. VERBENIA PROJECT DESCRIPTION: gy ROAD 6. FINAL 2-23-2007 A. IRRIGATION: c 9 '��� j1gTE:/t .�HWy ,� �. THIS PROJECT INVOLVES STREET MEDIANS WITH THE PROPOSED LANDSCAPE i ,p DESIGN BY: _ >>> O CONSISTING MOSTLY OF LOW TO MODERATE WATER-USE PLANT MATERIALS. ,Kscn � ASS DRAWN BY: E.G. o 1) VALVES, BOXES, & WIRING. THE IRRIGATION SYSTEM MAKES USE OF POTABLE WATER AVAILABLE AT THE SITE CAM These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: J.C. ATES SEPARATE VALVES FOR INDIVIDUAL WATERING NEEDS, occordonce with water Code Title7,Division 1,Chapter 3,Article 10.8, & INCORPORATES II CONTROLLER OPERATION & SCHEDULE. Section 65597et sea.requirng efficient landscape and irngationdesign JOB NUMBER: 961-02 & 944--02 AN AUTOMATIC CONTROLLER, & LOW GALLONAGE DRIP IRRIGATION I � i• in coopeeation with the local governing agency(City or County). Approvrl of this drawing by CVWD scoff does not constitute approval to FILE NUMBER: ' III) SPRINKLER, BUBBLER, AND/OR DRIP EMITTER TYPE, FLOW RATE, & QUANTITY PER PLAN. & BUBBLER HEADS LOCATED TO A iv s c A P E ARCHITECTS encroaclof Di AVOID OVERSPRAY ONTO NON-PLANTED AREAS. a strict and V) OVERALL OPERATION, permanent structures of any kind may not be planted or installed in I VICINITY MAP CVWD and USBR easements or right-of-way without first obtaining an 00AY M0 V) AS BUILT. encroachment permit from CVWD. SHEET NUMBER: 2995 AIRWAY NOTE: ONE: 714 N.T.S. COSTA MESA,CA 9 AVENUE6 PH �714 556 2500 •DATE: 10-12-2007 www.icapouya.com LICENSE#2314 w �. s PREPARED BY: FRANK GA ----��?RCIA/ERWIN GUTIERREZ DATE WATER MANAGEMENT SUPERVISOR Im SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS, THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. 8 DATE DEVEL MENT SERVICES SUPERVISOR TOTAL AV R 08-03137 SHEETS L f�® , j.w :K .i BEGIN MEDIAN :: ...:... .... .:. ISLAND EXTENSION .. .... ... ... '.. s _ W _ ..., ;i R W ...:':::::::::::::::.::::::::::' ::.::::.:::::::::::::'::::.:: . Li ........ ......................... ...... ._ ... _ z MONTEREY AVE VWMt NOTE: U PUBLIC WORKS DEPARTMENT A-10 A-9 A-8 A-7 SLEEVES ARE SHOWN DIAGRAMMATIC Q 73-510 FRED WARING DRIVE " ND 1' PAS COBBLES P SERT, CA 92260-2578 3 63 3 4 .62 3 4 1.1 & SHALL EXTEND T THE ROCK Telephone: (760) 346-0611 x 1" Fax: (760) 341-7098 55 _ IN THE MEDIAN NOSE _ -... . ...... ........ ... _ _._............ --- -----� __ �.— ..._ _..... ......................... •1/5 1-1/4 • 3/4n 0 — -------- ------------ -- PROJECT NAME: ...... _ _. _....-... .-....._. - .. .... ........ ...... ., .. ....................... ..:yr.: -...... ..... ..... .. .. ... .. ..-... :. :.. .. .... '�• .... .. .. ...... ... .. MONTEREY AVENUE _ & DINAH SHORE DRIVE . EXACT LOCATION SHALL BE DET� MINED IN THE FIELD BY THE CITY'S T AN OPEN AREA -- 220 SEEHDETAILDJRON SHEET REPRESENTATIVE IN MEDIANS CITY OF PALM DESERT & CITY OF RANCHO MIRAGE, CALIFORNIA L ry Q APPROVED BY: �• APPROXIM CITY OF PALM DESERT MAKE CONNECTION TO EXISTING UNIT # 32820578 WITH PRESSURE REGULATOR r0 PSI INS TALL 65 BRASS MASTER VALVE AND 2 R /W CONNECT WIRES TO CONTROLLER m Q —� t1NIT W /W :`. R /W _ R /W BRASS MASTER FROM BACK FLOW z z .. . _.. - :... L J _ _ .. ......... .. .... ...................................... ............. ........ .. .. ._............... ........... . .. ..... _ ....... .................. .......... ...... II U .- �7.1 III I Q CITY ENGINEER Q NOTE. 1 SLEEVE FOR IRRIGATION III :�i 276 SLEEVES ARE SHOWN DIAGRAMMATIC �I I I 3" SLEEVE FOR A-5 MONTEREY AVE MASTER VALVE WIRES A-6 & SHALL EXTEND 1' PAST THE ROCK COBBLES A-4 A—3 A—p2 I I I IRRIGATION PRESSURE LINE W W 3 60 IN THE MEDIAN NOSE. 3 4 .43 3 4 80 1' 9.5 3 4 .80 11 I I W R.C. N0. EXP. DATE DATE W 1" ----1-1 4°---- --- ..---�p--.-----..----- .-- ---_--------- �. ".. 1-1 4" II I I 1" 64819 U716 30/O9 .,� �,� .. .. ............._.. ............... _. ............... _. _.._. _ _ i .._.. 1' 'r CITY OF RANCHO MIRAGE ------------- --- ------------------- --- APPROVED BY: 34 34 -- ----- --------------------------------- V . ... _ I I 216 � SYMBOL DESCRIPTION MFG. MODEL AND NO. DETAIL # SHEET NO. _ I E GINEER WILLIAM ENOS, P.E. NON—PRESSURE LATERAL SCH.40 PVC H I L501 PRESSURE MAINLINE SCH.40 PVC H �C I �? R.C.E. N0. EXP. LATE I DATE 43910 6/30/09 I ------ P.V.C. SLEEVE (UNDER ALL PAVING— SCH.40 PVC I R /W 2 X SIZE OF PIPE SHEET TITLE: ........ ZI EXISTING 1 BACKFLOW PREVENTER UNIT AS PER CVWD ....... . ............... _. . _ ........ ............................... : ................... A L501 w IRRIGATION N BC0 0R EQUAL W ►. BRASS FULL PORT BALL VALVE Q z » _ � PLAN Qo_C. QUICK COUPLER VALVE RAINBIRD # 33DRC F N AUTOMATIC REMOTE CONTROL VALVE TREES) RAINBIRD G SERIES BRASS VALVE W/ B `� A- 1 MONTEREY AVE ( / # I­_ 3 4 1.1 L SCALE. LEMA 1600 SERIES ACTUATOR Q Z AS NOTED ;, __ _... . .......... .......... _ ..... _..................... ............ - AUTOMATIC REMOTE CONTROL VALVE 3/4"/1 " RAINBIRD XCZ-075/100.COM W/ B W —' REVISIONS LEMA 1600 SERIES ACTUATOR LLJU71 — — — — — — — — — — — _ _...... _.... _.._ N0. DATE DESCRIPTION APPRD L CITY COMMENTS 2006 I � ► J 05 25 CITY COMMENTS 1" 10GA10H WO METER EXISIX .... :> . >'. .. OS 03 CITY COMMENTS ' r O 10 12 CITY COMMENTS 0 MASTER VALVE RAINBIRD # Er B—CP— L502 —I 11 28 CITY COMMENTS LEMA 1600 SERIES ACTUATOR2007 FV AUTOMATIC FLUSH VALVE RAINBIRD OR EQUAL C L501 AVAILABLE CITY STATIC WATER PRESSURE S: + —105 PSI. NOTE: DENOTES SEQUENCE NUMBER AT CONTROLLER VALVE SIZE GALLONS PER MINUTE GALLONS PER HOUR WATER COMPANY: C.V.W.D. _ / REFER TO SHEETS T101 �C L502 PHONE NUMBER (760) 398-2651 FOR WATER CALCULATIONS. SYMBOL MFG. MODEL RA IU P.S.I. G. G.P.M. DETAIL SHEET _ 1b BOWSMITH #200 DRIP 25 1 .0 G.P.H.* D L501 ■ RAINBIRD—TREE BUBBLER 1401 DRIP 25 .25 G.P.M. E L501 _ — — PIPE &ZE SCHEDULE — 1 /2 1 5 GPM 3/4 6 9 1 r; GRAPHIC SCALE NOTES: *CACTI TO RECEIVE 0.5 G.P.H. ALL LATERAL PIPES SHALL BE 1 /2" IN SIZE EXCEPT WHERE SHOWN OTHERWISE 20 0 ,o Za 40 — n I n7r-r. 1 . ALL EMITTERS TO BE BOWSM TH PER CITY OF PALM DESERT STANDARDS. 7. WHERE POSSIBLE, ALL PIPING, PVC ELECTRICAL_ SLEEVES, ETC., UNDER ( IN FEET ) CLIENT: CITY OF PALM DESERT 2. SEE DETAIL L ON SHEET L502 FOR TYPICAL LAYOUT OF EMITTER SYSTEM. PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR inch = 20 ft. JOB NAME: MONTEREY AVENUE MEDIANS y .� ; 3. CONTRACTOR TO COORDINATE WITH LANDSCAPE PLAN OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. DATE: 2Y: F.G.07 DESIGN BY: F.G. TO PROVIDE EMITTERS AT EACH PLANT LOCATION. 8. COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID DRAWN BY: F.G./E.G. 4. USE ONE FLUSH VALVE PER SYSTEM PER DETAIL C ON SHEET L501 . CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT P TS. !��°f � t''�°� These plans have beenreviewadbytheCoachellaValleyWaterDisT^--tin CHECKED BY: J.C. l _ LYN � Sectaccion65597ets grdance with aequiringefficenttter Code Title 7, 'vision 1.Chapter 3.Arhcle 10.8, landscapeandirrigation design JOB NUMBER: 961-02 5. ALL IRRIGA LION SYSTEM COMPONENTS SHALL BE INSTALLED AS PER LOCAL DESIGN S BASED UPON A MINIMUM OPERATING PRESSURE OF fi 9. IRRIGATIONin cooperation with the local governing agency(City or County). CODE. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS. Approval i this drawing by BRW D sts- does not es,Plants,approval to FILE NUMBER: 5 0 PSI WITH A MAXIMUM DEMAND 0 F 10 GPM A T THE P 0 I N T '` encroach into District and y kin Rimay not be Tees.Plants,awalls,iled and R �� �CH ,/ /� pemlanent structures of any kind may not be planted or installed inuc6. CHECK ,AND VERIFY ALL SITE CONDITIONS UTILITIES AND SERVICES � ~ LA N D S IC A P E A R I T E C T S encroachmentpermseromCVWDments or ht-of waywithoutfirstobtainingan Sn[_tT NUMBER: OF CONNECTION. PRIOR TO TRENCHING. F DURING CONST RUCTION IT IS FOUND THAT THE � �SNos!ra► � T PROVIDED. _ 10. CONTRACTOR SHALL SIZE ALL PIPES ACCORDING TO THE CHAR 2995 AIRWAY AVENUE PHONE: 714)556 2500 DATE WATER MANAGEMENT SUPERVISOR 1111111o!1460� Ll 01 SITE VARIES FROM THE DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT COSTA MESA,CA 92626 FAX: (714)556-2504 g www.Icapouya.com LICENSE#231441� TOTAL BEFORE PROCEEDING WITH THE WORK. 11 . MAIN LINE SHALL BE PRESSURE TESTED FOR 6 HRS AT 125 P.S.I. DATE DEVELOfYMENTSERVIC SUPERVISOR SHEETS i i <t { : BEGIN MEDIAN :: ISLAND EXTENSION : _ R /W R W ::::::............................. ............ ..................... .......... .. ................ ........... _.. _....- » _ FG + 12 ........................ .......... .. _ FG (+ 12") z J EXISTING MORTARED IN PLACE �O f Q� ;V46w Vederf M 6 ROCKS TO REMAIN MONTEREY A V E U PUBLIC WORKS DEPARTMENT PISt-6'� �_ ''� Q 73-510 FRED WARfNG DRIVE PALM DESERT, CA 92260-2578 9 —0 Tel 0) 346-06 Telephone: (76 11 _ ................ _ :. F 760 3 1 7098 :. _ - f • - - PROJECT NAME. T a T f n f : ..�'. KKK :- 100'- 10" MONTEREY AVENUE :.: ...:- .::::...: ,. ... ... f DINAH SHORE DRIVE „ 1 SOIL SAMPLE QQ 220 FG (+ 12 ) LOCATION FG (+12") MEDIANS (SEE NOTE 5) CITY OF PALM DESERT &CITY OF RANCHO MIRAGE, CALIFORNIA W APPROVED BY: CITY OF PALM DESERT i W 10 0 ................................. 2 R/W m /WLi w R W z - R /W z o r ............. ......... :: ................... _ -- _ .. ........... __ :::::::::::::::::: .... . .. = 0 . ............................ > U Q LLJ 2 FG (+12") Q CITY ENGINEER 2 6 r n FG (+ 12") 2 SOIL S PLE LOCATION FG (+ 12") � BO CHEN, P.E. w Q MONTEREY AVE � ��-� ,� (oEE NOTE w W � 100 — 1 1 C� f 1 7'— 1 1 " W R.C.E. N0. EXP. DATE DATE (n 64819 6/30/09 . ..-...... 'r. .: .......................... ..... :. :.. ............... ....... ,; r O tl O Q O 0...� O r 1 ., .: APPROVED BY: O r .. :.' ." -•- •.• ' CITY OF RANCHO MIRAGE U O 0 v v Otl Ask : ,• r • JJ r: .. REFER TO DETAIL FOR FREEFORM EDGE 216 © COBBLE — FG (+ 12") +�•� ' t�'�� FG (+12 TYPICAL - 4 pc ............. ._.....,.._ .................................................................................x .......... CI ENGINEER PRELIMINARY PLANTING LEGEND wILLIAM ENDS, P.E. W R.C.E. NO. EXP. DATE DATJ BOTANICAL NAME REMARKS CITY OF PALM DESERT / m 43910 6/30/09 R/W SYMBOL COMMON NAME QUANTITY SIZE SPACING RATING DETAILS) 1 SHEET TITLE: 1111 LLJ z _. CANOPY TREES_ _ _ _ z PLANTING PARKINSONIA X HYBRID 'DESERT MUSEUM' 12 36" PDX LOW BRANCHING, LOW (0.2) A, L503 J PLAN DESERT MUSEUM PALO VERDE LOW BREAKING < MONTEREY AVE W > >> 1 0 —0 ,� 1 0 —0 1 0 —0 >> LU SCALE: PALMS: ±52. —2 51 —0 51 —0 51 —0 Lv J AS NOTED ............ O ................... _.- WASHINGTONIA FILIFERA 26 36" BOX 16' BTH HIGH (0.8) B, L503 r r r r v tl v v r1 Q —� CALIFORNIA FAN PALM W/ BEARD NO T RIMMING OF FROND TIPS WILL BE ALLOWED r---� _ :< ', 10 11 NO. DATE DESCRIPTION APPRD ACCENT PLANTS: CITY COMMENTS I t t��a^s�lery.w t, 2007 CITY COMMENTS u�! .�� .� ��'�'''° 88 � ,. . , : 4;;;;;w LOW (0.2) C, L503 05 2 SOIL TEST SAMPLE LOCATIONS: CITY COMMENTS 08 03 R � � A. DECORATIVE BOULDER SCHEDULE .C. LOW ( )0.2 10 12 CITY COMMENTS O ECHINOCACTUS GRUSONII 45 5 GALLON 3' O H, L503 1 END OF MEDIAN (6" — 8" DEPTH MIN.) SYMBOL: DIA. QTY. DETAILS/REMARKS 11 2s CITY COMMENTS 2007 _ GOLDEN BARREL CACTUS �2 CENTER OF MEDIAN (6" — 10" DEPT MIN.) © 3' 26 SEE DETAIL E, SHEET L503 o AGAVE PARRYI 60 5 GALLON 3' O.C. LOW (0.2) C, L503 PARRY'S AGAVE NOTES: 4' 6 1 . PLANS SHALL CONFORM TO THE APPROVED CITY OF PALM DESERT & CITY OF RANCHO MIRAGE GROUND COVERS: DESIGN GUIDELINES & CVWD STANDARDS. 2. ALL PLANTED AREAS SHALL BE WATERED BY MEANS OF AN °� R* LARICIFC I .J?AY'GURRE' a N LOW (0.2) D, L503 AUTOMATIC IRRIGATION SYSTEM MEETING APPROVED CITY OF PALM DESERT & CITY OF RANCHO MIRAGE TkP1TINE` 3 ,SH DESIGN GUIDELINES & CVWD STANDARDS. 0 LANTANA CAMARA VARS. 'NEW GOLD' 105 1 GALLON 6' O.C. MEDIUM (0.5) 3. SEE THIS SHEET & SHEET L104 FOR SOIL TEST SAMPLE NEW GOLD LANTANA LOCATIONS. 4. DECOMPOSED GRANITE, RIVER ROCK COBBLES, & BOULDERS BY ra y►1 �1 MEDIUM (0.5) SOUTHWEST BOULDER & STONE @ (760) 451 -3333, OR EQUAL. CONTRACTOR SHALL SUBMIT SAMPLES AS PER SPECIFICATIONS. �.,., GRAPHIC SCALE CLIENT: CITY OF PALM DESERT 5. ONCE DEMOLITION OF EXISTING ROADWAY IS COMPLETED, :AL 1F a° ° +° B CONTRACTOR SHALL HAVE AGRONOMIC SOIL TESTING PERFORMED !�ti ��', '° 2 ° JOB NAME: MONTEREY AVENUE MEDIANS --� MISC.: FOR THIS SITE. SUBMIT SAMPLES TO: DATE: 2-23-2007 WALLACE LABORATORIES * ( IN FEET ) DESIGN BY: J.C./E.G. 'DESERT GOLD' DECOMPOSED GRANITE APPROX. 14,500 S.F. — — I, L503 365 CORAL CIRCLE i inch = 20 ft. DRAWN BY: E.G. - EL SEGUNDO, CA 90245 (3/8 MINUS W/ 11 % FINES COMPACTED TO A 2 FINAL DEPTH) _ _ s , These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: J.C. T E L (310) 615 01 16 / FAX (310) 6 4 0 6 8 6 3 ,p accordance with Water Code Title 7,Division 1,Chapter 3,Article 1°.8, 0 R APPROVED EQUAL - fo� � Section 65597 et seq.requiring efficient landscape and irrigation design JOB NUMBER: 961-02 ROCK COBBLES SET IN CONCRETE BED - APPROX. 1 ,500 S.F. - - F, L502 COBBLES TO BE GRANITE 4" — 6" FLAT SIDE UP CONTACT WALLACE LABORATORIES' -OR OTHER APPROVED , incooperation Approval ?i his irawingbyCV vemingagesnotctyorCounty). ( ) Approval of this drawing by CVWD staff does not constitute approval to FILE NUMBER: encroach into District and USBR Rights-of-Way.Trees,Plants,wafts.and AGRONOMIC SOILS LABORATORY I N ST RV CT I O N S ON HOW TO permanent structures of any kind may not be planted or installed in � • CVWD and USBR easements or right-of-way without first obtaining an PREPARE SAMPLES FOR TESTING. SHEET NUMBER PER PLAN E, L503 �CH encroachmenipermitfromCVWD. 6. NO TREE PLANTING WITHIN C.V.W.D. EASEMENTS OR CAN D S C A P E A R I T E C T S M+DERIGHTS OF WAY, INCLUDING WATER -& SEWER LINES. I _540 7 7. BACKFILL FOR DESERT TREES & SHRUBS SHALL BE NATIVE SITE DATE WATER MANAGEMENT SUPER SOR 2995 AIRWAY AVENUE PHONE: 714 556-2500 8 SOIL ONLY. COSTA MESA,CA 92626 FAX: (714)556-2504 /11j TOTAL www.Icapouya.com LICENSE#2314 DATE DEVEL P ENTSERVI SSUPERVISOR SHEETS La I LEGEND: 1 t { REDUCED ,/ ;,,..,#: ki:s,���;:�y ::.!�h..:. r',#i #'.',;'.{^s?i:i�.'"i:5ii:, `Y'y!t`•: i#;:;?' :nYii;iiii'::i:i:i'. ;;,¢, .}. ;:::#�:'t•' 'i::.'?33i2;. `'t#: PRESSURE 1. BRASS 90 DEG. ELL (TYP.) BACKFLOW PREVENTER . BRASS NIPPLE-4 MIN. GTH. (TYP.) 1 2 3 3. BRASS WYE STRA W/60 MESH MONEL SCREE LEGEND: 4. BRASS U 1 ROUND VALVE BOX WITH 2 _ » TAN BOLT DOWN COVER WITH HEAT BRAND BV 0 5. FINI ADE. „ 4 1 ON VALVE BOX COVER IN 2 HIGH LETTERS. ■ B1i : . 6. S NIPPLE. (TYP.) .... 3 2. FINISH GRADE. ............... 7 F LEGEND : R 2 FROM PO INT NT OF CONN ECTION ECT I ON AD APT T AS REQ'D. 3. BRASS BODIED BALL VALVE- FULL PORT PLAN , 5 1. SINGLE-OUTLET EMITTER: 4. SCH. 40 PVC PIP j BOWSMITH 200 SERIES ON SCHEDULE 8 I I E EXTENSION, DIA. TO ALLOW 8. 12" x 12" x 12" CONCRETE THRUST 0 RISER. BLOCK. (TYP.). FOR MOVEMENT OF HANDLE ON VALVE PUBLIC WORKS DEPARTMENT • LENGTH AS REQUIRED._ Q ED. 73-510 FRED WARING DRIVE 2. TOP OF DECOMPOSED GRANITE. 5. 3/4" CRUSHED ROCK - 8" DEPTH. PALM DESERT CA 9 9. BRASS COUPLING. SET FLUSH W/ 2260-2578 760) 346-0611 Telephone: 3. FINISH GRADE. 6 CONCRETE (TYP.). � 3 6. COMMON BRICK. F ( _7098 o0. Fax: (760) 341 _ 10. PVC MALE ADAPTER. 4 4. P.V.C. SCH. 40 TEE OR ELL. � • �� 7. SCH. 80 NIPPLE TOE W/SS PVC COUPLING 6 'Y'~ °•.. '� ° pO PROJECT NAME: 11. PVC MAINLINE.. 5. P.V.C. LATERAL PIPE. °•o°° o 00 °a8a g aga . 4 2 CLEARANCE. 5 7 a$o • a.:,° * 12" MIN./24" MAX. ° °g° 9. PVC MAIN LINE PIPE. MONTEREY AVENUE NOTE. .a INSTALL BACKFLOW PREVENTER AS REQUIRED BY *2" IN SHRUB AREAS. LOCAL CODES AND HEALTH DEPARTMENT. o 9 jC • . a8° • 8 & DINAH SHORE DRIVE 7 g • 9 10 11 VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. o.a°o8o o go°o.C�° . 8° •o.°a °8°a gob°°�k°.a o 5 MEDIANS CITY OF PALM DESERT & CITY OF RANCHO MIRAGE, CALIFORNIA I EXISTING BACKFLOW PREVENTER - NTS D EMITTER ON F -LEX RISER NTS - _ . A BALL VALVE NTSAPPROVED BY: CITY OF PALM DESERT If z�2D O w1 1 NOTES: lIl 6' 2 LEGEND: LEGEND: 1. ALL PLASTIC PIPING TO BE SNAKED 1. FINISH GRADE. IN TRENCHES 1 . RAINBIRD 1401 BUBBLER a . 2. BUNDLE AND TAPE WIRING AT 10' 2. PVC PIPEDEPTH PER DETAIL). el 11 INTERVALS 2. PVC RISER - SCH. 80. 1 13 12 3. DRIP CONTROL ZONE ASSEMBLY 1 Z 3. TIE A LOOSE 20' LOOP IN WIRING 3. PVC LATERAL PER PLAN. 4. WIRE CONNECTOR. AT CHANGE OF DIRECTION GREATER SET AT EDGE OF SET AT EDGE OF ROOT BALL IIII 5. PILOT WIRE. CITY ENGINEER z THAN 30�. UNTIE ALL LOOPS AFTER ROOT BALL 4. TREE PIT PER PLANTING DETAILS. BO CHEN P.E. ALL CONNECTIONS HAVE BEEN MADE III I 00 5. FINISH GRADE. 3 6• COMMON WIRE.- - - IIII III �--- � III IIII . INSTALL ALL CONTROL WIRE ON THE = IIII I 10 R.C.E. N0. EXP. DATE DATE 3 UNDERSIDE OF THE MAIN LINE PIPE 1 6. TREE OR PALM ROOT BALL. g 17 ( IIII 7. 3/4" CRUSHED ROCK. 64819 6/30/09 ' II 2 8. COMMON APPROVED BY: 7. TREE OR PALM TRUNK. I BRICK.5. SEE IRRIGATION SPECIFICATIONS 5 6 I � CITY OF RANCHO MIRAGE FOR BACKFILL AND COMPACTION .b 9. 12 x 18„ RECTANGULAR VALVE BOX. 4 REQUIREMENTS 8. SET ON UNDISTURBED NATIVE SOIL. - - -6. PIPE DEPTH FOR 2" DIA. AND 9. MARLEX 90 DEG. STREET ELL. JOINT. 10. T.O.E. NIPPLE. 5 LARGER SHALL BE 24" I I O O p O8 p0 O O O C.p 11. RECTANGULAR VALVE 3 (-- p0 p pp p p OO L E BOX W/ TAN BOLT -III- O O O O O O DOWN COVER IN SHRUB BEDS 7. PIPE DEPTH FOR 2 DIA. AND I I (_ O p EAT BRAND VALVE STATION _ i SMALLER SHALL BE 18" N0. ON LID IN 2" HIGH CHARACTERS. LEGEND: 4 -� �_ 5 14 6 15 7 8 12. CHRISTY S ID TAG - NUMBERED TO 6 MIN. 8. PIPE DEPTH FOR NON-PRESSURE 2 MATCH DRAWINGS. 4g 1. FINISH GRADE LATERAL LINES SHALL BE 12" - - - - - - - ITY ENGINEER 2. CURB WHERE OCCURS - - !-_ - 8 16 13. COIL WIRE PER SPECIFICATIONS. WILLIAM ENOS, P.E. 3. LATERAL LINE 14. BALL VALVE. 4. MAINLINE OR SLEEVE R.C.E. NO. EXP. DATE DATE 15. IN-LINE FILTER (PART OF UNIT). 43910 6/30/09 `•1,/fig � 5. CONTROL WIRE 9 16. REMOTE CONTROL VALVE. SHEET TITLE: H TRENCHING 17. PRESSURE REGULATOR (65 P.S.I.). IRRIGATION DETAILS NTS E TREE PALM IRRIGATION NTS B REMOTE CONTROL VALVE NTS SCALE: LEGEND: AS NOTED i LEGEND: 1. BROOKS #1100 10"x10" ROUND VALVE REVISIONS 1. HARDSCAPE SURFACE. BOX (TAN IN DG AREAS). HEAT BRAND "FV" ON LID NO. DATE DESCRIPTION APPIZD LEGEND: IN 2„ HIGH CHARACTERS. 10 1t CITY COMMENTS 1 2. CLEAN BACKFILL AS REQUIRED, 12" MAX./ CITY COMMENTS 1 2 2. FINISH GRADE. 05 25 TO BE SET IN 6 LIFTS. REFER TO 6" MIN. 1. BROOKS ECONOMY VALVE BOX COLOR 08 03 CITY COMMENTS SPECIFICATIONS FOR SPECIFIC 12 TAN IN SHRUB BEDS 5 3 3. CHRISTY S I.D. TAG. (SEE NOTES). 10 12 < < L MATERIAL AND COMPACTION x 1 2 HEAT BRAND "QCV" ON LID IN 2" HIGH „ 11 28 CITY COMMENTS REQUIREMENTS. 4. 3/4 CRUSHED ROCK. 6 DEPTH. CITY COMMENTS Z CHARACTERS. N _ 5. AUTOMATIC FLUSH VALVE RAINBIRD OR EQUAL 2 3. CLEAN SAND. � `V 2. FINISH GRADE. 00 '- "' 6. PVC SCH. 40 MALE ADAPTER 4. PRESSURE MAIN LINE WITH SLEEVE. _ 3. CHRISTY'S I.D. TAG. III IIII IIII I I I Y � w 7 II = » 7. SALCO A/R FLEXIBLE PVC HOSE Lr-o N 5. LATERAL LINE WITH SLEEVE. I IIII IIII IIII- III 4. 3 4 CRUSHED ROCK. 6 DEPTH _ 3 / IIII MINIMUM 3 FOOT LENGTH oowo IIII IIII 6 9 5. BRASS NIPPLE. 8. SCH 40 - 90 DEGREE ELBOW. Z Z 3 6. CONTROL WIRES & COMPUTER 11 6 BRASS 90 D �'Y:�� ; ° •_ •. ��� m � HARDWARE WIRE SLEEVE. . DEG. ELL. 9. RIGID PVC PIPE.;d °•° ° j a°° CIO NOTES: 13 r-, 4 ° °�' °° °°p°-°'' ° 4 10. COMMON BRICK. � �`' 4 d • °°' '" 7. MAIN LINE PIPING. . . a e�• de1eA e�ese°..°eo ALL SLEEVES TO BE PVC. SCH. 80 AND 1 0 g 10 g 5 8. MAIN LINE FITTING. _ 5 TWICE THE DIA. OF THE WORKING PIPE. _ 8 NOTE: USE TEFLON TAPE ON ALL MALE --O 9. BRASS 90 DEG. STREET ELL. PIPE THREADS. ALL SLEEVES TO RUN A MIN. OF 12 BEYOND ® 6 " , 10. BRASS NIPPLE - 6" LONG. C AUTOMATIC FLUSH VALVE HARDSCAPE EDGES. 6 CLEAN BACKFILL MAY BE SUBSTITUTED NTS N 11. QUICK COUPLING VALVE. CLIENT: CITY OF PALM DESERT " FOR SAND UNDER WALKS AND DRIVES. 12. WALK OR CURB. JOB NAME: MONTEREY AVE./DINAH SHORE DRIVEDATE: 2-23-2007 13. COMMON BRICK. DESIGN BY: i" 8 7 OF ;AL 1FQ�y DRAWN BY: A / These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: J.C./F.G. NOTE: USE TEFLON TAPE ON ALL MALE o� L 9 accordance with Water Code Title 7,Division 1,Chapter 3.Article 10.8, Section65597etseq.requiringetficientlandscapeandirrigationdesign JOB NUMBER: 961-02 & 944-02 PIPE THREADS. * i in cooperation with the local governing agency(City or county). * LAND $ CAPE ARCH IT E C T S Approval of this drawing by CVWD staff does not constitute approval to FILE NUMBER: encroach into District and USER Rights-of-Way,Trees,Plants,walls,and +' permanent structures of an Idnd m 6 ' �14 Cs � � � � � Y may not be planted or Installed in 1� CVWD and USBR easements or right-of-woy without first ootaining an 2995 AIRWAY AVENUE PHONE: 714 556-2500 encroachment permit from CVWD. SHEET NUMBER: 9FG MDSC�► COSTA MESA,CA 92626 FAX: �714 3 55.6-2504 • S L E EV I N G www.Icaf*uya.com LICENSE#2314 12 -:546) NTS F QUICK COUPLER DATE WATER MANAGEMENT SUPERVIS NTS 8 L 01 DATE DEVELOPAENTSER IC SUPERVISOR TOTAL SHEETS L 7 LEGEND: 1 �Y:r'.,, ,;:%.:>..i.....:.' ;�:y;i' ''tis3'f,.:,, .•+i?;i;ii:> :,;Ski;:::, � MONTEREY AVENUE 1. 16 STATION SOLAR-POWERED ``� �• i. �� -"w=x::.,�'4:i :> ,'ry.<,:>:•.;::;�;>'.: IRRIGATION CONTROLLER / 0 1 `E� PER IRRIGATION PLAN. :rw City of Palm Desert Step 1-Enter ET Zone(from the CVW0 Eto Zone Map(CVWD Drawing No.29523)found in their, 'General Landscape and Irrigation System Design Criteria'1 ` y i T ,.• Water Cale Chart Step 2-Enter values for square footage calculations 00 Seep 3-fnte,values for the number pt plant materials in each water use category. The MAW and EWU 2. TERM INAL ST RIP.TRIP. will be automatically calculated. CVWD ETO Zone _3 A D 2 t = 3 _ 3. 12 OR 14 GAUGE WIRE. , Total Number of Plants 403 Total MWA 21.98 0c) C • �. : - 4. PROGRAMMING KEY. ■ • IrrigationS System m Square Footage Calculations ys a Type Square Footage Estimated Water Use � 3 = MODEL NUMBER: LEIT KEY Tree& (D ShrubD (D C) D 6D Square f 4 footage 707 � 5. 35 STEEL MOUNTING COLUMN. MODEL NUMBER: MCOLXS (SHORT) OR �a6aVejeort Low Shrubs 246 Drip � 431 S7 5.96 ,� �� ��;��4��� (D 0 Turf Spray Square Footage 0 (f� V 50 STEEL MOUNTING COLUMN. PUBLIC WORKS DEPARTMENT 2 _C L(D (a2i MODEL NUMBER: MCOLXL LONG Low/Mod Shrubs Drip 0 0 Turf Rotor Square Footage 0 JJ SEE DETAIL C, � ) 73-510 FRED WARING DRIVE --� 0- PALM DESERT, CA RING DRIVE Mod Shrubs 119 Drip 208.77 7.21 �� SHEET Telephone:hone:EET L501 6. FINISH GRADE. P (760) 346-0611 Waterfeature Still Square Footage 0 Fax: (760) 341-7098 Mod/HiShrubs Drip o o C�� 7. 6-1/2" OF BACKFILL SOIL.Waterfeature Moving Square Footage 0 6 / � / L ../ g O PROJECT NAME: High Shrubs Drip o o � 8. POURED CONCRETE BASE- Gross Square Footage 707 Low Trees t2 Drip 21.05 0.29 1-1/2 CU.FT. INSTALL Less Allowable Boulder/Cobble °Square Footage Low/Mod Trees �� Drip 0 0 LEGEND: PER MANUFACTURER'S ► ► 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. INSTALLATION GUIDE. MONTEREY AVENUE 9. DIRECT BURIAL CONTROL WIRES rota amount of boulder andcabblearea Boulder and Cobble instructions-If the Mod Trees � Drip o 0 2. BACKBONE LATERAL - PVC CLASS 200 PIPE. TO CONTROL VALVES. & DINAH SHORE DRIVE without plant material is greater than 5%of Mod/Hi Trees 1 Drip 0 0 3. AUTOMATIC FLUSH VALVE. SEE DETAIL C SHEET L501 adjust the overall the total► overall,andscape area High Trees Drip 45.6i 2.52 landscaped area it may be used to 4. DRIP LATERAL - PVC CLASS 315 PIPE. O 00 MEDIANS . a 26 5. BOUNDARY FOR DRIP VALVE ZONE. • • CITY OF PALM DESERT Total Plants 403 6. SHRUB EMITTER DETAIL (TYPICAL). & CITY OF RANCH Net Square Footage 707 0 MIRAGE, 7. MAINLINE Total Tree and Shrub EWU 15.98 8• DRIP ZONE CALIFORNIA Total Waterfeature EWU 0 12" Total Turf EWU 0 Total Estimate Water Use 15.98 L TYPICAL EMITTER LAYOUT N TS J - SOLAR POWERED CONTROLLER N TS APPROVED BY: MONTEREY MEDIANS CITY OF PALM DESERT COACHELLA VALLEY WATER DISTRICT EAAWU & MAAWA CALCULATIONS: LEGEND: ESTIMATED ANNUAL APPLIED WATER USE (EAAWU) CALCULATIONS: 1. RAIN BIRD GB SERIES ELECTRIC CONT ROL VALVE. EAAWU = [(ETo) X (PF) X (LA) X (.62) / (748) / (IE) = CCF 2. RECTANGULAR VALVE BOX W/TAN 'LOW' PLANTS = 75.00 X .20 X 246 X .62 / 748 / .90 = 3.40 CCF BOLT DOWN COVER - 'LOW' TREES = 75.00 X .20 X 108 X .62 / 748 / .90 = 1.49 CCF HEAT BRAND VALVE STATION p -- 'MODERATE' PLANTS = 75.00 X 0.50 X 119 X .62 748 4 HE / / .90 = 4.11 CCF 16 13 1 2 3 O ON LID IN 2 HIGH CHARACTERS. CITY ENGINEER DINAH SHORE DRIVE 'HIGH' TREES = 75.00 X 0.80 X 234 X .62 / 748 / .90 = 12.93 CCF ao cHEN, P.E. TOTAL EAAWU = 21.93 CCF 3. CHRISTY'S I.D.TAG - NUMBERED TO City of Palm Desert Step t-Enter ET Zone(From the CVWD Eta Zone Map(CVWD Drawing No.29523)found in their .�"" �e 11 a 'General Landscape and Irrigation System Design Criteria') "`a y �rf `# MATCH DRAWINGS. waterCalcChart MAXIMUM ANNUAL APPLIED WATER ALLOWANCE �MAAWA) I I I I R.C.E. NO, EXP. DATE DATE CA Step 2-Enter values for square footage calculations CALCULATIONS:U L A T I O N S Step 3-Enter values for the number of plane materials in each water use category. The MAW and EWU 4. FINISH GRADE. 64819 6/30/09 will be automatically calculated. CVWD ETO Zone rj I I I I ub V - I MAAWA [(ETo) X (0.60) X (LA) X (0.62) / (748) III 5. SCH 80 NIPPLE T.O.E. W/SS PVC COUPLING APPROVED BY: MAAWA =75.00 X 0.60 X 707 X 062 / 748 = 26.37 CCF 12 1 I III 6, BRASS FITTINGS FROM P.O.C. - CITY OF RANCHO MIRAGE . Total Number of Plants 547 Total MWA 31.89 l I TO P.O.C. FROM P.O.C. TO M.C.V. ALL BRASS FITTINGS j EAAWU TOTAL OF 21.93 CCF IS < THAN THE MAAWA OF 26.37 CCF 11 6 6 Irrigation System Type Square Footage Estimated Water Use O O BY CVWD Square Footage Calculations 7. COMMON BRICK 4 RE QUIRED). EQUIRED). Tree&Shrub Square footage 81 q Very Low Shrubs Drip o o DINAH SHORE DRIVE MEDIANS 10 N • a . . o • 0 8. COMMON WIRE TO OTHER VALVES ON COACHELLA VALLEY WATER DISTRICT 8° • °°• 4 •� • ' °•o °: °$o ° a • a SAME CONTROLLER. Low Shrubs 432 Drip 646.82 11.19 j o Turf Spray Square footage 0 0 go° 0 O o ° o 00 g 0° ° o Low/Mod Shrubs �� Drip 0 0 EAAWU & MAAWA CALCULATIONS: pO o 0 0 •o• °°° 0 80:80° a 9. 3/4" CRUSHED ROCK. 8" DEEP. Turf Rotor Square Footage 0 0 0 0 � ° 00 o • Mod Shrubs 81 Drip 121.28 5.25 10. CONTROL/COMMON WIRES FROM CONTROLLER. Waterfeature Still Square Footage a �� ESTIMATED ANNUAL APPLIED WATER USE EAAWU CALCULATI OILS 9 8 (CONTROL WIRE TO BE ORANGE IN COLOR) Mod/Hi Shrubs Drip 0 0 - TO VALVES 11. PVC SCHEDULE Waterfeature MovingSquare Footage LE 40 PIPE. High Shrubs Drip o o 'LOW' PLANTS = 93.90 X .20 X 432 X .62 / 748 / .90 = 7.47 CCF C ENGINEER Gross Square Footage 819 � j � ' Low Trees 10 Drip 14.97 0.26 LOW TREES = 93.90 X .20 X 90 X .62 / 748 / .90 = 1.56 CCF 13. WIRE CONNECTOR. Less Allowable Boulder/Cobble 'MODERATE' PLANTS = 93.90 X 0.50 X 81 X .62 / 748 / .90 = 3.50 CCF 14. R.C.E. Square Footage Low/Mod Trees Drip 0 0 'HIGH' TREES = 93.90 X 0.80 X 216 X .62 / 748 / .90 = 14.94 CCF MAIN LINE FITTING W/SOLVENT WELD OUTLET. NO EXP. DATE TE 43910 6/30/09 Boulder and Cobble instructions-If the Mod Trees � Drip -� 0 0 1 TOTAL EAAWU = 27.47 CCF 15. BALL VALVE -SEE DETAIL E 'total amount of boulder and cobble area MAXIMUM ANNUAL APPLIED WATER ALLOWANCE MAAWA) CALCULATINS SHEET TITLE: without plant material is greater than 5%of Mod/HiTrees 1 16. COIL WIRE PER SPECIFICATIONS Drip �� 0 0 the total landscaped area it may be used to i adjust the overall;landscape area. High Trees 24 Drip 35.93 2.49 MAAWA = [(ETo) X (0.60) X (LA) X (0.62) / (748) IRRIGATION DETAILS Net Square Footage 819 Total Plants 547 MAAWA = 93.90 X 0.60 X 819 X 0.62 / 748 = 38.25 CCF Total Tree and Shrub EWU 19.19 EAAWU TOTAL OF 27.47 CCF IS < THAN THE MAAWA OF 38.25 CCF K MASTER VALVE NTS Total Waterfeature EWU 0 ! WATER CONSERVATION CONCEPT STATEMENT. SCALE: Total Turf EWU 0 , AS NOTED PROJECT SITE: SEE VICINITY MAP Total Estimate Water Use 19.19 , TRACT OR PARCEL NUMBER: 618-49 FOR DINAH SHORE DRIVE REVISIONS PROJECT LOCATION: DINAH SHORE DRIVE (BETWEEN KEY LARGO AVENUE & MONTEREY AVENUE) NO. DATE DESCRIPTION APPRD LANDSCAPE ARCHITECT/IRRIGATION DESIGNER/CONTRACTOR: LYNN CAPOUYA, INC/IRRIGATION CONSULTANT GROUP 1-071-17 CITY COMMENTS OS 25 INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE: CITY COMMENTS12007 os o3 CITY COMMENTS 10 12 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: CITY COMMENTS 28 CITY COMMENTS CONVENTIONAL LANDSCAPE: 38.25 CCF 11 � RECREATIONAL TURFGRASS LANDSCAPE: 0 CCF MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 38.25 CCF 2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: TURFGRASS HYDROZONES: 0 CCF RECREATIONAL TURFGRASS HYDROZONES: 0 CCF VERY LOW PLANT HYDROZONES: 0 CCF LOW PLANT HYDROZONES: 9.03 CCF MEDIUM PLANT HYDROZONES: 3.50 CCF HIGH PLANT HYDROZONES: 14.94 CCF WATER FEATURES: 0 CCF OTHER : 0 CCF ESTIMATED ANNUAL TOTAL APPLIED WATER USE: 27.47 CCF ,� ��ti 3. EATAWU < MAAWA OF -At� 4. LANDSCAPE DESIGN PLAN LY 5. IRRIGATION DESIGN PLAN ♦ * 6. GRADING DESIGN PLAN CLIENT: CITY of PALM DESERT 7. SOIL CHEMICAL ANALYSIS (OPTIONAL) - _ JOB NAME: MONTEREY AVE./DINAH SHORE DRIVE DATE: 2-23-2007 PROJECT DESCRIPTION: - �O��No DESIGN BY: DRAWN BY: THIS PROJECT INVOLVES STREET MEDIANS WITH THE PROPOSED LANDSCAPE These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: J.C./F.G. CONSISTING MOSTLY OF LOW TO MODERATE WATER-USE PLANT MATERIALS. accordance with Water Code rifle 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design JOB NUMBER: 961-02 & 944-02 THE IRRIGATION SYSTEM MAKES USE OF POTABLE WATER AVAILABLE AT THE SITE 1 /• in cooperation with the local governing agency i0ty or County). & INCORPORATES SEPARATE VALVES FOR INDIVIDUAL WATERING NEEDS, LANDSCAPE ARCHITECTS Approval of this drawing by CVWD staff does not constitute approval to FILE NUMBER: encroach into District and USBRRights-ot-Way.Trees,Plants,walK and AN AUTOMATIC CONTROLLER, & LOW GALLONAGE DRIP IRRIGATION ■ ■ ■ ■ ■ permanent CVWD and U BRteasementsorrigh°;waty�wiitout�fu or tobttaining'an & BUBBLER HEADS LOCATED TO AVOID OVERSPRAY ONTO NON-PLANTED AREAS. 2995 AIRWAY AVENUE PHONE: 714 556-2500 encrooc �fromCVW�D SHEET NUMBER: COSTA MESA,CA 92626 FAX: (714)556-2504 DATE: 10-12-2007 www.Icapouya.com LICENSE#2314 PREPARED BY: FRANK GARCIA/ERWIN GUTIERREZ DATE WATER MANAGEMENT SUPERVISOR 8 TOTAL DATE DEVE60PMEWSERVICESSUPERVISOR SHEETS I MOUNDING �... NOTE: >, 3. REMOVE NURSERY STAKES 0 TIME OF PLANTING ' �F`J, `"` CINCH TIES (2 EACH) DO NOT / I I OVER TIGHTEN, ALLOW TREE TO / MOVE SOMEWHAT TO BUILD/ +12' ' / < J N CALIPER. Ln � / o m • c-) o STAKE (11 � EACH)DGE LE PINE PUBLIC WORKS DEPARTMENT Z VARIES 73-510 FRED WARING DRIVE _ — — o cw.a PALM DESERT, CA 92260-2578 o TOP OF ROOT CROWN Telephone: (760) 346-0611 �o NOTE: © FINAL GRADE Fax: (760) 341-7098 _ 1) SPACE GROUND COVER PLANTS PER DEPRESSED WATERING BASIN THIS DETAIL ONLY WHEN PLAN PROJECT NAME: T REMOVE FROM TURF AREAS i DURING FINISH GRADING. CENTERS ARE NOT SHOWN ON PLAN. LID FINISH GRADE 2) TRIANGULARLY SPACE PLANTS TYPICAL _ ,,,,�� MONTEREY AVENUE ON CENTER SPACING. =IIIIII=IIIIII IIIIII=IIIIII= IIIIII= = BACKFILL MIX & DINAH SHORE DRIVE �\ -6~ \\ 3) PLANT SPACING TO LEAVE ENOUGH IIIIII = _ _ IIIIII_ MEDIANS AREA FOR MATURE SIZE PLANTS. 12 MIN IIIIII= IIIII=IIIIII_IIIIII— =IIIIII CLEARANCE SPACE REQUIRED. — — — NATIVE UNDISTURBED SOIL CITY OF PALM DESERT � 1 & CITY OF RANCHO MIRAGE, II NOTE: CALIFORNIA BACKFILL MIX FOR DESERT TREES \ 3X ROOTBALL & SHRUBS TO BE NATIVE SOIL ONLY. D GROUND COVER PLANTING NTS A DOUBLE STAKE TREE PLANTING NTS APPROVED BY: \ CITY OF PALM DESERT j PLANT PALM SO THAT PLAN VIEW AXIS IS PLUMB NTS FINISH GRADE I CURB & GUTTER OR OTHER c HARDSCAPE FEATURE PER PLAN. cV CITY ENGINEER BO CHEN, P.E. FINISH GRADE _ ,IiII— IIIII IIIII=IIIIII=— IT NCE IIIIII— =IIIIII- ALL CAVITIES AND VOIDS R.C.E. N0. EXP. DATE DATE c�-EPRP SLOPED GRADE ARE TO BE BURIED NOTES: I ' -- 64819 6/30/09 6' M\ROM CORD MOUND HEIGHT N F 1. PALM FRONDS WHICH HAVE BEEN APPROVED BY: TRIMMED OUT AT THE EDGES CITY OF RANCHO MIRAGE m EXCESSIVELY WILL-NOT BE ACCEPTED. _ � = FINISH GRADE 2. TAMP & WATER-SETTLE WHILE PLANTING.1i — - - - - - - - - - - - - - - - - - - - — NOTE: o ' ' ''` CN 3. PALM FRONDS SHALL BE LEFT BACKFILL MIX FOR DESERT TREES o `' MOUND REFERENCE LINE - ' '' " "' — d IIIII=— =IIIIII TIED UNTIL COMPETION OF THE _ & SHRUBS TO BE NATIVE SOIL ONLY. * -- — MOUND HEIGHT PER PLAN (+12") IIIII= I-IIIIII=IIIIII—IIII'' MAINTENANCE PERIOD. — IIII = i NOTES: LEVEL GRADE ALL CAVITIES AND VOIDS nr- 1. MOUNDS ARE DIAGRAMATIC. NOTE: ARE TO BE BURIED o o BOULDERS IN CLUSTERS ARE '- 3 2. MOUND SHAPES DO NOT REPRESENT CONTOURS. TO BE SET AT VARIED HEIGHTS * ALL MEDIAN BOULDERS TO BE NO ¢ 8 = I ENGINEER WILLIAM ENDS, P.E. MORE THAN 12' HIGHER THAN GRADE = o w o _ RADE m 3. GRADE TO SUIT ACTUAL SITE CONDITIONS, GIVE IN MEDIANS, 2/3 ABOVE GRADE - 0 I- FIRST PRIORITY TO ADEQUATE DRAINAGE OF 1/3 BELOW GRADE AT OTHER LOCATIONS `� =III—I R.C.E. N0. EXP. DATE DAT ~ (__ 43910 6/30/09 PLANTED AREAS. PER CITY APPROVAL o o =1 �� /Z 4 •7 zZ Z J J J m m Q — SHEET TITLE: SECTION NTS z 0 0 UNDISTURBED NATIVE SOIL ROOT BALL PLANTING DETAILS moo G MEDIAN GRADING NTS E TYPICAL BOULDER PLACEMENT NTS B PALM TREE PLANTING NTS SCALE. AS NOTED NOTE: TOP OF ROOT CROWN REVISIONS PLANT SHRUBS MINIMUM OF 3' FROM AT FINAL GRADE CURB IN MEDIANS, 2' FROM CURB/SIDEWALKS NO. DATE DESCRIPTION APPRD IN PARKWAYS BACKFILL MIX PER SPECS. 2006 10 11 CITY COMMENTS 05 25 2007 CITY COMMENTS SET ABOVE GRADE 2" TO 4" 08 03 CITY CO M m:,I,S 2007 12 Clrf COMMENTS 4" - 6" ROUNDED COBBLE FINISH GRADE 12007 11 28 CITY COMMENTS \ RANDOMLY PLACED WITH BARREL CACTUS VARIABLE MEDIAN FLAT SIDE UP -IIIIII-IIIIII IIIIII=IIIIII= III_II1= __ ROOT ZONE IIIIII IIIIII 2" TO 3" DEEP WELL NOTE: IIIIII= _IIIIII BACKFILL MIX FOR DESERT TREES PROP. CURB PROP. CURB & SHRUBS TO BE NATIVE SOIL ONLY. ROOT ZONE _ =IIIIII NATIVE UNDISTURBED SOIL NATIVE SOIL BACKFILL 3X ROOTBALL SET ON UNDISTURBED NATIVE SOIL \\//\\ \\ \ COMPACTED SUB-GRADE. C SHRUB PLANTING NTS SET COBBLE IN 3" THICK CONCRETE COMPACTED SAND SUBGRADE CLIENT: CITY OF PALM DESERT 2' TO 3' DIA. WELL (5 SACK W/ PEA GRAVEL) JOB NAME: MONTEREY AVE./DINAH SHORE DRIVE J. MAINTAIN 1/2" SPACE BETWEEN DATE: 2-23-2007 ROCKS. REMOVE EXCESS CONCRETE DESIGN BY: IN JOINTS. TROWEL TO 1/2" DEEP ...6: DRAWN BY: BETWEEN JOINTS. •`�fi QiQ These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: J.C. accordance with Water Code Title 7,Division 1.Chapter 3,Article 10.81 ` Section 65597 et seq.requiring efficient landscape and irrigation design JOB NUMBER: 961-02 & 944-02 in cooperation with the local governing agency(City or County). Approval of this drawing by CVWD staff does not constitute approval to FILE NUMBER: LANDSCAPE ARCHITECTS encroach into District and USER Rights-of-Way.Trees,Plants,wall,and permanent structures of any kind may not be planted or installed in �14 CVWD and USER easements or right-of-way without first obtaining an SHEET NUMBER: encroachment permit from CVWD. 2995 AIRWAY AVENUE PHONE: 714)556-2500 '�Fp �, COSTA MESA,CA 92626 FAX: �714)556-2504 000, 0 www.lcapouya.com LICENSE#2314 Z '5,w ' DATE WATER MANAGEMEN14 T SUPE ISOR 8 H BARREL CACTUS PLANTING NTS F ROCK COBBLES ON MEDIAN NTS DATE DEY P ENTSERYI ESSUPERYISOR SHEETS Laoi -� J i i VVVVV SER ICE.E000RDINATE WITH ELECTRICAL ELECTRICAL _ UTILITY. ELECTRICAL UTILITY: r A METER 100A SCE ~ 100 ERIC MURGUTA SECTION I 760 202-4278 NTS VOLTAGE DROP CALCULATIONS ELECTRICAL NOTES AND SYMBOLS I � � A.C. BREAKER AS 1;. LS3 SERVICE WMN CITY - I NOTES*• MEDIAN LIGHTS 1. BOND NEUTRAL BUS, GROUNDING BUS, AND SERVICE RACEWAY. CONNECT TO (1) AN �+A I1F re PANEL A"-PEG G1ILUH a H!ARE GRIvE" ,.,L7•; I_Ia�tG LOCATl_-N -PEF SITE PLAN 1. ALL WORK TO BE DONE IN ACCORDANCE WITH CALIFORNIA ELECTRICAL EFFECTIVELY GROUNDED STRUCTURAL pH��;E I FEEDER -PEF ',INGLE LINE OL*GP.AM MEDIAN ISLANDS GHTSW1 ONTEREY.AVE CODE 2004 EDITION. 100A/2P METAL MEMBER OF THE STRUCTURE, IF DRY UTILITY SERVICE NOTE: FROM TO QTY \A LT VOLT AMPS CONDR Ric DIST. ELT AVAILABLE 2 METAL WATER PIPE (WITHIN 'PIPE 3 pIQU IG+� • ,;,. O E.C. IS TO PROVIDE IN HIS BID P.1.ir.t .D. ICt7 »RIP;; RlC�UNTING -• ELF '.3TA.NQIIIG c01iM1ULAThrE ,1Ps s¢F DROP wROP 2. ALL UNDERGROUND OUTSIDE BRANCH CIRCUIT AND FEEDER CIRCUITS ARE FIRST FIVE FEET OF THE WATER PIPE L II c N P P B r;:c G PED PBOJ4 17 28 240 1.98 #12 2.0000 4D0 3.17 1.32% TO BE RUN IN NONMETALLIC CONDUIT SCHEDULE 40, UNLESS OTHERWISE , NEUTRAL BAR K11 ENTRANCE TO .THE BUILDING), IF AVAILABLE ALL COSTS FOR RUNNING _ ELECTRICAL UTILITY SERVICE l� - �� ct rr c� H v r� P N i_I Pry pB pgpp� t3 28 24J 1.52 #12 2.OD00 800 4.8d 2.0296 INDICATED, LISTED FOR UNDERGROUND INSTALLATIONS, UL LISTED AN 3 OTHER MADE GROUND ELECTRODES T DEt'.�P.III,W)It A. L N N N N A. T L N T N FIN Yt ( } LATERALS AND STRUCTURES, P�£� - P903C �� t8 24J L40 #13 2.00oo 5 0.03 0.01� RATED FOR 90' CONDUCTORS. ALL ELECTRICAL CONDUCTORS RUN EXPOSED, � L6 GROUND BAR I (DRIVEN GROUND ROD) SHOWN ON THESE FROM.UTILITY POINT OF L f TF N D T r T _ w P E D D D PLANS. USE #2/0 COPPER CONDUCT ORS Tr P E T.PAP"; E A5 V,F:` H R R. PBOX PBOX 11 28 243 1.28 N12 2.0000 185 0.a5 0.40% SHALL BE RUN IN EMT CONDUIT SUPPORTED AT 10' INTERVALS AND WITHIN m � CONNECTION ON TO UTILITY ,�., .�,�� � �, �, = �1= �I'� Nt:.rTE 1 PBOX #1 5 28 249 0.58 #12 •2.0000 175 0.41 0.17% 3' OF TERMINATIONS OR BOXES. L-- �- FOR BONDING. GROUNDING CONDUCTOR 1 LIG HT'C %?I LIG KM - ;5 o SIZE PER DRIVEN GROUND ROD DETAIL. POINT OF TERMINATION IN LIG KRD !,I LIG KM 2;3� 2� c c a1�3 #13 HOTE 1 #1 4 28 24a 0.47 #12 2.000a 5 0.01 0.00° PEDESTAL. L1DHTa-u,l LIGHT` y> c L. - Iti Flf)TE 1 #2 IM3 3 28 240 0.35 #12 2.0000 5 0.01 0.00% 3. ALL ELECTRICAL SYMBOLS PER ANSI Y32.9 1972. REAFFIRMED 1989. A 4 w I / 2. QUANTITY OF CIRCUIT BREAKERS SHOWN IS 2Y� C. _ -1r3 NOTE I 28 240 0.23 #12 2.0000 5 0.00 0.00% INSULATION FOR Z DIAGRAMMATICAL. REF. SITE PLAN AND A.C. # L�H>- I L " #3 05 2 PED PE EPT�.iLE PE�'EPT tPl� 'Fa � i� ,A: � I -1= =t� Ni��TE t ., ., ;, 0.00 4. ALL NEW ELECTRICAL CONDUCTORS ARE TO BE COPPER. IN U PUBLIC WORKS DEPARTMENT I INOTE 1 IZES D 0 ,k I NOTE �j #4 �5 1 z8 �� 0.12 #13 TOTAL 1686 9.44 3-!x3 S BREAKER ASSIGNMENTS FOR QTYS, S y j1Nw,Fli_,;y. Fl #12 TO #1 SHALL BE THWN, #1/0 THROUGH #4/0 SHALL BE TYPE XHHW - 1 €55milsj, AND #250 MCM AND LARGER SHALL BE TYPE XHHW €65milsi. 73-510 FRED WARING DRIVE OF CIRCUIT BREAKERS, CONDUCTORS AND 11Nk NO N D - N�fTE z n ( CONDUIT. ,{ L Hr1NlGCONTRDL-3 �;>VFITRI:?L •30 N a :mo f M. .1 �12' �1`2 NOTE i GROUNDING CONDUCTOR SHALL BE THWN. PALM DESERT, CA92260-2578 Telephone: (760)346-0611 10 A MEDIAN ISLANDSLIGHTS Al (MONTEREYA1, Fax: (760) 341-7098 -P AC:,E �� ' NT ARE DRAWN DIAGRAMMATICALLY. I I 3. SERIES RATING OF METER PEDESTAL IS ;> ,; ,�, � FROM TO QTY ti3OLT- VOLT AMPS CONDR Ric DIST. VOLT `� t;, P�:r%"E 5. UTILITIES AND LIGHTING EQUIPMENT 1 OKAIC. I I P zCE r [ � AA�iPS SSE DROP VDROP -, -,pp,,_,E r �� � =0 PED - PBOX 17 28 240 1 98 #12 � OaOa 400 3 1T 1 .�� SCALED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH 4. E.C. IS TO TRANSITION FROM 90' 1` WORK CAREFULLY CHECK AND VERIFY DIMENSIONS, IMMEDIATELY NOTIFY PROJECT NAME: CONDUCTORS TO 75' CONDUCTORS WHEN FPS" Pr! ED��:�IrrII11.l��tJ >L��aD � PBOX - PBOX 12 28 240 1.40 012 2•LY100 900 5•04 2.10% ' TERMINATING INTO A THERMAL-MAGN MAGNETIC PP}-"-P041EDC0NTIN1_I U-': Lt_AD + 3*. 119 z: PBOX PBOX a 28 240 0.70 412 2.0000 80 0.22 0.09°. ENGINEER OF DISCREPANCIES BETWEEN DRAWINGS OR SPECIFICATIONS MONTEREY AVENUE OVERCURRENT DEVICE RATED 75'. ILSCO TAP PF0 PO ED NQ 14-00HTINI.ItD U : L0A:0 KRr PBOX #1 3 28 240 0.35 N12 2.0000 65 u.09 0.134°� AND ACTUAL CONDITIONS, ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT f:;PR�SPrEDTCDTAL LQA0 1x'0 -A #1 #2 2 28 240 0.23 N12 2.0000 45 0.04 0.02% ARE DRAWN TO SCALE WHEREVER POSSIBLE, IT IS NOT WITHIN SCOPE & DINAH SHORE DRIVE CAP TO BE USED. WITH PRO Pr aE0 A UP F,AMP EPEE:: #2 03 1 28 240 0.12 #12 2.0000 5 0.00 0.00% OF THE DRAWINGS TO SHOW NECESSARY OFFSETS, OBSTRUCTIONS, OR L- 100A I PPOPOS,EDC�U�.: FAMNG i00A PAPEREw -J TOTAL 1495 8.57 3.574% SITE CONDITIONS. THE CONTRACTOR WILL BE RESPONSIBLE TO INSTALL MEDIANS N',+TE: 1 E r,•. TO PF!Ca IDE NE1,N kCIRCUIT 6PEAVEK;, NIX DTi. AND C._--NDUIr REF -ITE PLkN: . taTING PF�"�TE�<TiN PL�;r�E. WORK IN SUCH A MANNER THAT IT WILL CONFORM TO SITE CONDITIONS, SERVICE PANEL PED "A-CITY" a E� MEDIAN ISLAND UGHTS Ad DINAH SHORE) COMPLETE AND IN GOOD WORKING ORDER. CITY OF PALM DESERT FROM • TO QTY LSD LT- VOLT AMPS C ONOR Ric D IST. 1r•1DLT 1. &CITY OF RANCHO MIRAGE, _ (MONTEREYNORTH OF HOVLEY PROV NEW 11fu1PS S� DROP t,AflROP 6. ALL NEW BRANCH CIRCUITS AND FEEDERS CIRCUITS SHALL HAVE A GROUNDING SERVICE B AVE . )AVE ) N O PED PBOX 2 20 28 240 2.33 #12 2.0000 35 0.33 0.14`� CONDUCTOR PULLED WITH THEM. REF. A.C. BREAKER ASSIGNMENTS & LIGHT. CALIFORNIA PBOX 2 PBOX 6 20 28 24] 2.33 #12 3.0000 75 0...0 0.29 AND POWER LAYOUTS FOR SIZE OF GROUNDING CONDUCTOR. THIS COPPER SINGLE LINE DIAGRAM 1 PBOX 6 PBOX 8 14 28 240 1.63 N12 2.01000 500 3.27 1.36% GROUNDING CONDUCTOR SHALL BE TERMINATED TO GROUNDING TERMINALS APPROVED BY: A.C . pBlDX 8 Al 9 28 240 1.06 #12 2.0000 55 0.23 0.10% OF ALL RECEPTACLES & ALL NONCURRENT-CARRYING CONDUCTIVE SURFACES CITY of PALM DESERT NO SCALE E1 A.C. BREAKER ASSIGNMENTS Al Al 6 28 240 0.70 #12 2.0000 1000 2.80 1.17 OF FIXED ELECTRIC EQUIPMENT LIKELY TO BECOME ENERGIZED THAT ARE Al Al 3 1 28 24J 0.36 N12 2.L000 1 55 0.08 0.03% SUBJECT TO PERSONAL CONTACT. TOTAL 1720 7.40 1 3.08% NIANF TES CO PANEL"B'- PED"MONTEREY AVE" ki CITY ENGINEER VOLTS 120f240 LOCr"TION- REF SITE PLAN PHASE 1 FEEDER- REF.A.C. SINGLEUNEDI*BW } ° 7. 1 INDICATES DETAIL # BO CHEN, P.E. WIRE 3 AMP 100 FROM TO QT'( WLT_ VOLT AMPS CONOR Fbe DIST. V}DLT I E1 INDICATES SHEET # R.C.E. NO. EXP. DATE DATE _ AMPS SIZE DROP VDROP 64819 6/30/09 Z C L V C tJ C N P C P B C C G C PED P B OX 2 34 28 247 3.97 #10 1.2000 35 0.33 0.14'S O O G O O O H C O RICO R O 7 34 28 24J 3.97 #10 1.200D 75 0.71 0.3D`t� 8. - - CONDUCTORS W/GROUND RUN UNDERGROUND. REF. SITE APPROVED BY: PBOX _ PBOX 5 T DESCRIPTION? A L NN N N A T L NT N NN PLAN FOR SIZES OF CONDUCTORS AND CONDUIT CITY of RANCHO MIRAGE 'i # LOCATi ON D T T C T C S BKR E C D D D P B ODC '� - P B OX 7 28 28 24J 3.27 #10 1.2000 375 2.94 1.�°� - - PBOX 7 PBOX 9 35 28 240 2.92 #10 1.200a 280 1.96 0.835 CONDUCTOR AND CONDUIT W/GROUND RUN IN EXISTING 22 28 240 2.5 7 #10 1.2000 4B0 2.77 1.16% - - A n 2 #12 N12 PBOX 9 - PBOX 10 9 2 LIGHTS- }A] LIGHTS LIGHTS 2, C 238 0 A. 20 2 N12 N12 4" CONDUIT SLEEVING. PBOX 10 - PBOX 11 18 28 24J 2.10 #10 1.2000 55 0.�8 0.13°� r 2 N12 PBOX 11 PBOX 12 14 28 240 1.63 #10 1.2000 300 1.18 0.49� RIG PROV. POWER TO IRRIGATION CONTROLLER. COORDINATE CITY NGINEER 10 IR WILLIAM ENOS, P.E. 4 LIGHTS- }Ail LIGHTS 238 C 238 0 C #12 PBOX 12 - PBOX 13 10 28 240 1.17 010 1.2000 30 0.08 0.04�. EXACT LOCATION WITH IRRIGATION SHEETS. VVVVV EXISTING 120/240V 10 3W ELECTRICAL 5 PED RECEPTACLE RECEPT 180 N 0 180 A 2011 #12 N12 SERVICE. COORDINATE WITH ELECTRICAL PBOX 13 - PBOX 14 7 28 240 0.82 #10 1.3"100 200 0.39 0.16% R.C.E. N0. EXP. DATE DA UTILITY. 7 LIGHTING COh�fROLS CONTROL 5tO N 0 500 C 1 #12 #12 PBOX 14 PBOX 15 3 28 24D 0•36 #10 1.m00 40 0.03 0.01`� CHRISTY BOX. UNDERGROUND FIBERLYTE BOX PN FL8. 9"0 X 43910 6/30/09 fZ � � � 8 SPARE 0 0 C 20 TOTAL 1840 10 68 4.45 11• ® 12-1/2"D. TO BE USED IN MEDIANS AS SHOWN ON PLANS. SECTION 10 SPACE 0 a A 20 12. Al PROV. NEW UP LIGHT. REFERENCE DETAIL. CONSULTANTS: OOA METER 100A LS3 SERVICE WM I- NOTES: 11 SPACE r �oQ�p�ESAR.4 CITY MEDIAN LIGHTS 1. BOND NEUTRAL BUS, GROUNDING BUS, AND RACEWAY. CONNECT TO 1 AN PROPOSED CONTINUOUS LOAD 952 VA 13. O W1 PROV. NEW WELL LIGHT. REFERENCE DETAIL. SERVICE O J I EFFE CTIVELY GROUNDED STRUCTURAL PROPOSED CONTINUOUS LOAD 1190 VA O METAL MEMBER OF THE STRUCTURE, IF PROPOSED NON•CONTINUOIG LOAD 680 VA 14. - - SERVICE LATERAL TRENCH. REF. DETAIL. cr N 10OA/2P I AVAILABLE 2 METAL WATER PIPE (WITHIN PROPOSED TOTAL LOAC 1870 V I ( ) PROPOS ED AW StLEG 8 AI f ERES E 16537 FIRST FIVE FEET OF THE WATER PIPE ABBREVIATIONS *' exP: oEc.s�zooT ENTRANCE TO THE BUILDING IF AVAILABLE PROPOSED BUSS RATING 100 AMPERES NEUTRAL BAR I )' NOTE: 1. PANELBOAFD TO BE SERIES FATED 10 J000 AAP. EXIST. EXISTING TO BE REUSED E.C. ELECTRICAL CONTRACTOR <FCTRLGP' y►�� F lXFO (3) OTHER MADE GROUND ELECTRODES 2. M.O.C.D. IS TO BE COORDINATED SOAS NOTTO TRIP PRIORTO PROV. TO BE FURNISHED AND TYP. TYPICAL. OF CA I vi GROUND BAR I (DRIVEN GROUND ROD) SHOWN ON THESE BRANCH aRcurr BRB*cF-RS. l :D PLANS. USE #2/0 COPPER CONDUCTORS INSTALLED NEW BY E.C. _T L_ - - - °° - FOR BONDING. GROUNDING CONDUCTOR 0' Providing Excellent Service O SIZE PER DRIVEN GROUND ROD DETAIL. .:... .. 0- / since 1981 2. QUANTITY OF CIRCUIT BREAKERS SHOWN IS `; „�• I I- Z DIAGRAMMATICAL. REF. SITE PLAN AND A.C. NOTE 1 BREAKER ASSIGNMENTS FOR QTYS, SIZES California*Arizona I I CONSTRUCTION NOTES OF CIRCUIT BREAKERS, CONDUCTOR S AND Dream Engineering Inc. Nevada*Texas Consulting Electrical Engineers www.dreameng.com n I CONDUIT. 1. THE E.C. SHALL PROTECT PROPERTY AND FACILITIES ADJACENT TO 27o0N.LiftteMountainDr. 7233oPalmCanyonLn. 3. SERIES RATING OF METER PEDESTAL TO BE suite c,-tos Palm Desert, 78 92260 I I THE CONSTRUCTION AREA AND ALL PROPERTY AND FACILITIES WITHIN sanBemardino,CA 92405 V:760.773.4478 10K AI C. THE CON V:909.475.9900 F:760.773.4999 CONSTRUCTION AREA. F:909.475.8828 email:infoCasdreameng.com I 4. E.C. IS TO TRANSITION FROM 90' CONDUCTORS TO 75' CONDUCTORS WHEN 2. THE E.C. SHALL RESTORE ALL PUBLIC OR PRIVATELY OWNED I TERMINATING INTO ATHERMAL-MAGNETIC IMPROVEMENTS AND FACILITIES (I. E., LANDSCAPING, FENCES, UTILITY LINES, STRUCTURES, IRRIGATION/SPRINKLERS,ETC.) TO THEIR OVERCURRENT DEICE RATED 75% ILSCO TAP WITH CAP TO BE USED. ORIGINAL CONDITION PRIOR TO PROJECT COMPLETION AS . DIRECTED BY THE ENGINEER. THE E.C. SHALL RESTORE THESE ITEMS AT HIS - - - 100A OWN EXPENSE. IN THE EVENT IMPROVEMENTS OR FACILITIES ARE n SERVICE PANEL PED B-CITY DAMAGED, THEY SHALL BE REPLACED WITH NEW MATERIALS EQUAL TO THE ORIGINAL. 3. THE E.C. SHALL PROTECT ANY EXISTING IRRIGATION SYSTEM IN E RV i C E A - (DINAH SHORE DR. EAST OF MIRIAM RE USE EXIST PLACE WHERE POSSIBLE. IF THE LOCATION OF IRRIGATION LINES IS IN S ) CONFLICT WITH THE PROPOSED CONCRETE PAD. THE E.C. SHALL A.C . SINGLE LINE DIAGRAM 2 NOTIFY THE CITY TO COORDINATE THE RELOCATION OF THE IRRIGATION LINES AND HEADS. THE RELOCATION IS TO BE DONE BY CITY FORCES. NO SCALE E1 4. ALL COSTS TO THE E.C. FOR LANDSCAPING AND IRRIGATION WORK REPAIR SHALL BE INCLUDED IN THE CONTRACT PRICE AND INCLUDE FULL COMPENSATION FOR FURNISHING ALL LABOR, MATERIALS, TOOLS AND EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO COMPLETE AND MAINTAIN THE LANDSCAPING AND IRRIGATION WORK. NO ADDITIONAL SHEET TITLE: COMPENSATION WILL BE ALLOWED THEREFOR. 5. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED, TRENCHING A.C. SINGLE LINE INSTALLATION SHALL BE COMPLETED PRIOR TO PLACING FINAL PAVEMENT DIAGRAM LAYER. 6. THE E.C. SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF HIS OPERATIONS. THE LOCATION OF EXISTING UTILITIES, AS SHOWN ON THE PLANS, WAS OBTAINED FROM SEARCH OF AVAILABLE RECORDS. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY UNDERGROUND SERVICE ALERT TO DETERMINE EXACT FIELD LOCATION OF ALL UTILITIES SHOWN SCALE: OR NOT SHOWN ON THE PLANS WHICH MAY CONFLICT WITH HIS AS NOTED OPERATIONS. POT HOLING OF EXISTING UTILITIES WILL BE REQUIRED TO DETERMINE EXACT DEPTH AND FIELD LOCATIONS AND SHALL BE THE REVISIONS RESPONSIBILITY OF THE E.C.. 7. THE E.C. SHALL EXPOSE ALL UTILITIES FAR ENOUGH IN ADVANCE OF N0. DATE DESCRIPTION APPRD HIS OPERATIONS TO ALLOW FOR ANY NECESSARY ADJUSTMENTS IN GRADE TO CLEAR THESE UTILITIES. 3 8. ROAD SURFACES, DAMAGED OR REMOVED, SHALL BE REPLACED TO CITY v STD. PLAN #604. E 9. SIDEWALK AND PLANTED AREAS WHERE NEW PULLBOXES ARE INSTALLED SHALL BE REPLACED TO MATCH THE EXISTING SURFACES. SCOPE OF ELECTRICAL WORK - DINAH SHORE AVE. SCOPE OF ELECTRICAL WORK - MONTEREY AVE. v _ ELECTRICAL PORTION-OF CONTRACT WORK IS TO INCLUDE, ELECTRICAL PORTION OF CONTRACT WORK IS TO INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: BUT NOT LIMITED TO, THE FOLLOWING: CLIENT: CITY OF PALM DESERT MEDIAN ISLAND LIGHTING - CITING - CITY OF PALM DESERT JOB NAME: JOB NAME: E CITY OF PALM DESERT MEDIAN ISLAND LIGHTING DATE: 51 Cn ELECTRICAL SERVICE: ELECTRICAL SERVICE: E.C. IS TO RE USE EXISTING ELECTRICAL SERVICE(S). E.C. IS TO COORDINATE WITH ELECTRICAL UTILITY FOR NEW DESIGN BY: ELECTRICAL SERVICE(S). SHEET INDEX NEW LUMINAIRES: DRAWN K' E.C. IS TO PROVIDE NEW GROUND LIGHTS AND MOUNTING HARDWARE NEW LUMINAIRES: AS SHOWN ON THESE PLANS. E.C. IS TO PROVIDE NEW GROUND LIGHTS AND MOUNTING HARDWARE SHEET NO. TITLE These plans have been reviewed by the Coachella Valley Wticle 1 s.8. CHECKED B Y AS SHOWN ON THESE PLANS. accordance with Water Code firing f c,Division cChapterpand irrigation Article i . , JOB NUMBER: E-1 SINGLE LINE DIAGRAM Section 65597et sec.requiringetficientlandscapeandirrigationdesign E ELECTRICAL SWITCHGEAR AND CONTROLS: in cooperation with the local governing agency(City or County). FILE NUMBER: a AL. E.C. IS TO PROVIDE NEW ELECTRICAL SWITCHGEAR AND CONTROLS: E-2 PARTIAL ELECTRICAL SITE PLAN - DINAH SHORE DR. UNDERGROUND SERVICE ALERT Approval of this drawing by CVWD staff does not constitute approval to E.C. IS TO USE EXISTING METER PEDEST encroach into District and USBR Rights-of-Way.Trees,Plants,walls,and CIRCUIT BREAKERS AND CONTROLS AS SHOWN ON THESE PLANS. E.C. IS TO PROVIDE NEW METER PEDESTAL, CIRCUIT BREAKERS, AND E-2A PARTIAL ELECTRICAL SITE PLAN- MONTEREY AVE permanent structures of any kind may not be planted or installed in 64 CONTROLS AS SHOWN ON THESE PLANS. - Section 421614217 of the Government Code CV WD and USBR easements or right-of-way without first obtaining an SHEET NUMBER: requires a DIG ALERT Identification Number encroachment permit from CVWD. E 3 PARTIAL ELECTRICAL SITE PLAN - DINAH SHORE DR. be issued before a"PeDig Alrro Excavate" - will be valid.For your Dig Alert LD.Number 1 NEW FEEDER AND BRANCH CIRCUITS: o E.C. IS TO PROV. NEW TRENCHING, PULLBOXES, CONDUCTORS AND Call Underground Service Alert NEW FEEDER AND BRANCH CIRCUITS: E-3A PARTIAL ELECTRICAL SITE PLAN - MONTEREY AVE TOLL FREE 1-800,-422.4133 N E.C. IS TO PROV. NEW TRENCHING, PULLBOXES, CONDUCTORS AND �m CONDUIT AS SHOWN ON THESE PLANS. CONDUIT AS SHOWN ON THESE PLANS. E-4 ELECTRICAL DETAILS Two working days before you dig DATE WATER MANAGEMENT SUPERVISOR t` TOTAL o C DREAM ENGINEERING INC. 2006 DATE DEVELOPMENT SERVICES SUPERVISOR SHEETS s ................ ....................... ............. .............. ..... ......... ...... . ..„, ............................. ................... LU 2 1 2 w 1 1 2 1 2 1 LLJ m I PUBLIC WORKS DEPARTMENT LU -510 FRED WARING DRIVE Al z PALM DESERT,CA 92260-2578 w 1d11, 1 -0611 Al .. Tel w �' ,... : - :_ __..:' "• i Fax' � )760 341-7098 : J i aa�— ""� � = ,,• ., , �II!If i�Yflhk'-_�.r ,>.Ya�. r � .. ..- z f ,,, "x"' .a... -f�,'a.x yra�i W _ w1 — I r r Al PROJECT NAME: LL- ,�. ... ... .... N .. r. . '. r,x^ ::f?• ..... ...:lox... . .. ..- ::' .. :" .. . :. -.... ., .. , .x..w..xrn.wxx/.,x„� ,.wi_ �%�B�msxrw'e."•w."'x x Al E E--� .,.�x,.�..__..,. ,"x.. .•x�x �_...�..xxx�.�.�.-�-. '�.m".."...x_.,x.,xxxx..x,...xx,..x.�.....�..�..x �."" �.��.M. �'�xx�....xx.�xx�..,�, .x���::.:.�..�, -- ��. .� : MONTEREY AVENUE '_ � � � ���..xx�.�:�„�.�µ......,�.,,,,..... „�� xxx,..m�.�...��....xw.�.,�....xx"...�..xxxxxx, ,•.x..�....�x.....x..x..�....xw,x_, ..�..,x..x...xxxxnxx... ...�....�....�. r f � & DINAH SHORE DRIVE o MEDIANS MONTEREY AVENUE 3 1 5 E4 E4 CITY OF PALM DESERT Typical Typicis al Typical Typical Typical Typical & GIN OF RANCHO MIRAGE, CALIFORNIA APPROVED BY: CITY OF PALM DESERT PARTIAL ELECTRICAL SITE PLAN (7T� IF &f CITY ENGINEER �� — t 0„ E2A NORTH BO CHEN, P.E. - - - R.C.E. NO. EXP. DATE DATE SCALE 1 20 64819 6/30/09 APPROVED BY: CITY OF RANCHO MIRAGE ■ >. / _................................................................:::................. CITY ENGINEER ------------- •.....-..__ -------------------••---------....-.-.... -------------_-.---_-__ F-�---I :::::::::::::: ::::::::::::::::::: :::::::::::: : :::: W--. ............................ .....-....-.............---.... o _.. _. F---� R.C.E. NO. EXP. DATE DATE 43910 6/30/09 6 2 LU WCONSULTANTS: LLJ , Typical � LLJo�oEEssi F— oygt LLJ , ph a ARq LLJ , x �x"'„"x xxx ��x ��4 yy " ,,,x«,.x,.,,.,.•...,,,,,,_. F :n=%^,„ .,G'yN'%"""y::' ':r; ni+?7"D%"'/" : ./`: �. :•n !' ter,;{ �:�. 'f•F i. y "-rxr•r.rrwy"x...w,r^-^.^„^� .. ..r .v,.;,^:::,.:•��:: �:•r::�:.c ->i. >�•,n fF..ft,.:�%`•.,""J .� .'^ ^,. ^ ^ ::.3 y��.M1:F�.:+F.f ... .f. .: :n: ^ ..r ?r ::r /p .rr .. `� � f ! lh.::L. - ,psi �:ecscf„rx.x, 6'�_ / ,s' F :f,r fry,x rY/i .. ,••rF,fxF •n,�i'rwi, ././ .:f: �iri7,'•.F�6NJY' //I/iA/.(///x/656` — ,iixiiiix,bim: ,�� •w,",N" .:,r'/rn.:.Y.. :h../. L,.. Or..rr, :9RR.`.�5'.7Z0x�A7///:..G' �C� —`�u1Ct/' _i ,uiwuxw,iimu„xwi„xix _nr„ xryxx cLcU .., .. '.,.. .-. F;r.? 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Consulting Electrical Engineers •dramen& 72330 Palm Canyon Ln. ..... .•--_. ._.-.-..-. 2700 N.Little Mountain Dr. 92260 ...... . 3.4478 .--. .. Suite G-105 Palm Desert,CA ................... -..� .-. 3sa Bernardino,CA V•760 77 .._----_..-•------...._............... ....:_ -'=', to V•909 475 9900 F•760.773.4999 i PARTIAL ELECTRICAL SITE PLAN 2 2A SCALE - 1 " = 20' - 0" NOR KEY NOTES E.C. IS TO CONFIRM ROUTING OF CONDUIT WITH LANDSCAPE O EXISTING 4" SLEEVE, E.C. IS TO PULL CONDUCTORS BE PER CONDUCTOR SCHEDULE O ARCHITECT PRIOR TO BEGINNING OF WORK. CONDUIT THROUGH SLEEVE. TRAFFIC CONTROL TO CITY STANDARDS AND IS TO BE INCLUDED IN BID. RUN CIRCUIT GROUND CONDUIT 7 FILL SHEEP TITLE: O METER PEDESTAL RWITH OWNER PRIOR TO INSM PRECISE LOCATION & TALLING. OF O E.C. IS TO PROV. SERVICE LATERAL CONDUIT TO 1O 2#12 1#12 3/4" 6.62% SWITCHGEAR ELECTRICAL UTILITY REQUIREMENTS. SCE TO 2 4#12 1#12 3/4" 11.04% 0 E.C. IS TO PROV IDE NEW METER PEDESTAL ADJACENT TO PROVIDE ROUTING, SIZES OF CONDUIT, AND BURIAL DEPTH PARTIAL ELECTRICAL 1#12 3/4 12.69� EXISTING TRANSFORMER. E.C. IS TO PLACE NEW PAD 5' OF SERVICE LATERAL. LENGTH OF SERVICE LATERAL IS 3 2#10 SITE PLAN - BACK FROM AND/OR LINED UP WITH EXISTING PEDESTAL. DIAGRAMATICAL, FOR EXACT LENGTH OF LATERAL, E.C. IS ® 2#10 2#12 1#12 3/4" 13.57% E.C. IS TO COORDINATE HOOKUP OF NEW ELECTRICAL TO COORDINATE WITH UTILITY PRIOR TO BID. MONTEREY AVE. SERVICE WITH SCE. WORK WILL CONSIST OF INTERCEPTING NO PATCHES WILL BE ALLOWED TO EXISTING CONCRETE EXISTING SERVICE LATERAL AND RUNNING TO NEW WALKS. ALL CONCRETE IS TO BE REPLACED FROM JOINT TO PEDESTAL. JOINT OR A MINIMUM OF 10' SECTIONS. HYDROJETTING O TAKE SPECIAL CARE NOT TO DAMAGE PLANTS OR TREE ALLOWED AT AT CONTRACTORS CHOICE, IF COMPACTED & ROOTS WHEN TRENCHING IN BEDDING OR TREE ROOT AREA. REPAIRED TO ORIGINAL ANY DAMAGED PLANTS TO BE REPLACED/ REPAIRED AT SCALE: CONTRACTORS EXPENSE. TYP. 10 E.C. IS TO REUSE EXISTING METER PEDESTAL AS SHOWN. As NOTED REF. A.C. SINGLE LINE DIAGRAM AND A.C. BREAKER O E.C. TO SPOT LUMINAIRE 3'-5' OUT FROM TREE/PLANT ASSIGNMENTS FOR FURTHER INFO. REVISION BEING LIT. EXISTING UTILITY TRANSFORMER TO BE REUSED. E.C. IS TO 11 E.C. IS TO PROVIDE PULLBOX. PULLBOX AND COVER TO BE O VERIFY EXACT LOCATION OF TRANSFORMER WITH QN0. DATE DESCRIPTION APPR PIGMENTED TO MATCH COLOR OF PAVERS. COORD. WITH ELECTRICAL UTILITY PRIOR TO RUNNING OF SERVICE LANDSCAPE ARCH SHEETS. PULLBOX TO BE INSTALLED LATERAL TRENCH. FLUSH WITH PAVER AND TO BE GROUTED AS NECESSARY TO MATCH UP TO PAVER SURFACE. 3 a N LAJ N E v c a� CLIENT: CITY OF PALM DESERT 0 JOB NAME: JOB NAME: E c c DATE: 0 3 Cn o U SHEET E-2A SHEET E-2A SHEET E-3A DESIGN BY: fN.- a a m m in DRAWN BY: a E �xxx z z -� accordance with water code Title 7.Dmslon 1,chapter 3,Article 10-& CHECKED BY: Z Z These pl«rs have been reviewed by the Coachella Vaoey water District in _ � 7 JOB NUMBER: J J S S Sectlan 65W7 et seq.regUWV eflkient landscape and irrigation dasign Uj V v x xx - _:.:.::;%/ W in cooperation with the local goveming agency(City«County}. � X UNDERGROUND SERVICE ALERT Ape wort s�D staff� a tee, tO FILE NUMBER: E } perrrlarrerrt structures of any Idrrd may not be planted«ir>stapsd In n J -� s.m.o�teast i d u» orrr.r c �cod. eV WD and USER easements or rightct-way wMhout first obtdntng an SHEET NUMBER V LU o retried a DIG ALERT Mw0=11 n M--' _ encroachmentcroochmont pamdt from CVWD. >- 0 wl aid.For ai Fa yours auar Dqlwt Abi.D er.Nrmb Cal 9svre Alert CTOLL FREE,4••^ 4733 Em2A Two��rya before Y�dig WATER MAPlAGEME NT SUPERVISOR TOTAL rr C DREAM ENGINEERING INC. 2006 DATE DEVELOPMENT SERVICES SUPERVISOR SHEETS LZQ l — I I r` 0 I KEYMAP - MONTEREY AVE. NORTH c 1 2 7 8 PROVIDE PEDESTAL"B" E1 E4 E4 E4 2 • , 1, ': 11 W •r _................................................................................... ............ ........ )—i ....... . .............. ............_............... .......... ....... .::::::::<.,...::::::::::: ......................_........... ...................... 7 1 1 W Hnn-'J - 2 2 > I , � o �� Deena — , O PUBLIC WORKS DEPARTMENT m +�'� H H••+.1 N f .•,•. {/ f: ,,,.......�,,.. .,. ,.' .�c,=. -��s3r.••mr: •Hr••H.•• .. 91f-';7-; 'ram"" _ -: D WARIN G DRIVE ...".. _._, .. «..•,•. :".. •,. •,• .C:i�!�.Y�R,J.Yt""""".,.:f-."."rr sf.Wit! .. Y. /. :. ..- .. '. . ,..r,,:..vi•:,,�.�°Y.:' .r..u•„7•` i:. !? : ... N f:.:.:.:.. .. .. :. .. :-. .. .. '. ... ... :-.}, .....,.. .,......,.. ."�"�"s+s�'"'r"n"... ... .. .. /i.•- r. :. A V 73-510 FRE ...A`.JJ/I , ... , .. .-: . _. : .. .. _. ,... .:.. ... .... :... .. ... :, :v. '�S� �:�, ..:3'.f.'b3 :'S�',1�`."„rliv •/�. 1fG�iY,6'X .. /... ... .. .; : ...:. 'ii}>.vfi},�r•iF`i "%riv: }.}::'46.:• 'f.9b ilv'.i..: ..0"iJI/i,'/b:C'bC:",Gii..siii`Jy.�GLxS.^..�.a/.��,//.iY.ud....,....!/,G::S.7 .• X.'7 .,��r. .. .. - .. ,,.."•,w.,,,..,,,,.,,,.,,,,,.,�,... ,.;-i.ii..•.�„r„••mwxwc6rv•.e,,,.rue rG..,,.,..,,,,.,,�i/✓/✓-.'lM9r.' w } 1 ,: PALM Telephone:DESERT, 60 346-061 .:. ,.. ,.... .::'lL5 4 p, W /- — r. a A 17 8 7� 34 09 �.. Fax: 60 - y WIN" ,r�_ .A, W, T'" 3s Al Al PROJECT NAME: f-_ MONTEREY AVENUE 4 6 1 5 & DINAH SHORE DRIVE Typical 5 E4 Typical E4 E4 Typical Typical Typical MONTEREY AVENUE � MEDIANS ----"' CITY OF PALM DESERT &CITY OF RANCHO--__--_-------------------------------------"..------........... ----------------_-___----_---------_---------------------------------------------------------------------- .. .-.-"-"""---......._.........------.....-------------__-....----------_.-_.---............. MIRAGE, _..._._._.__".................._.__-..____.._._..-�..".-....�_.. ...........,..._..... ..... CALIFORNIA ................. APPROVED BY: CITY OF PALM DESERT CITY ENGINEER BO CHEN, P.E. ■ R.C.E. NO. EXP. DATE DATE 64819 6/30/09 ' �V(0 APPROVED BY: CITY OF RANCHO MIRAGE PARTIAL ELECTRICAL SITE PLAN - MONTEREY AVE . it _ n 3A ' ENOS, R SCALE - 1 — 20 - NORTH WILLIAM ENOS, R.C.E. N0. EXP. DATE DAT 43910 6/30/09 r CONSULTANTS: OFESSippq! a g O W • E16 7 KEY NOTES *' EXP: DEC.312407 E.C. IS TO CONFIRM ROUTING OF CONDUIT WITH LANDSCAPE O EXISTING 4- SLEEVE, E.C. IS TO PULL CONDUCTORS AND CONTROL TO BE PER CONDUCTOR SCHEDUL E s F P� � 1 CONDUIT THROUGH SLEEVE. TRAFFIC � <t�CTR�C �I►� O ARCHITECT PRIOR TO BEGINNING OF WORK. IS TO BE INCLUDED IN BID. GROUND CONDUIT % FILL CITY STANDARDS AND RUN CIRCUIT lF OF OAL`�0� O METER PEDESTAL RWITH OWNER PRM PRECISE AOR TO INSTTION & IALLINGON OF O E.C. IS TO PROV. SERVICE LATERAL CONDUIT TO � 2#12 1#12 3/4" 6.62% SWITCHGEAR ELECTRICAL UTILITY REQUIREMENTS. SCE TO 2 4#12 1#12 3/4" 11.04% 0 E.C. IS TO PROVIDE NEW METER PEDESTAL ADJACENT TO PROVIDE ROUTING, SIZES OF CONDUIT, AND BURIAL DEPTH - E LATERAL. LENGTH OF SERVICE LATERAL IS 3 2#10 1#12 3/4" 12.69� ;5} Provsdiasnceelkat3ervsce EXISTING TRANSFORMiER. E.C. IS TO PLACE NEW PAD 5 OF SERVIC �{fa , „ :.; �ffr>. <. • smeel9s>l ona BACK FROM AND/OR LINED UP WITH EXISTING PEDESTAL. DIAGRAMATICAL, FOR EXACT LENGTH OF LATERAL, E.C. IS ® 2#10 2#12 1#12 3/4" 13.57% HOOKUP OF NEW ELECTRICAL TO COORDINATE WITH UTILITY PRIOR TO BID. calNeva4a *Texas E.C. IS TO COORDINATEDream Engineering Inc. Nam'T� SERVICE WITH SCE. WORK WILL CONSIST OF INTERCEPTING NO PATCHES WILL BE ALLOWED TO EXISTING CONCRETE Consulting Electrical Engineers www.Canyon �.com EXISTING SERVICE LATERAL AND RUNNING TO NEW 0 WALKS. ALL CONCRETE IS TO BE REPLACED FROM JOINT TO 2700 N.Little Mountain Dr- WALKS. Palm Canyon Ln. PEDESTAL. JOINT OR A MINIMUM OF 10' SECTIONS. HYDROJETTING Suite N.Lit Palm Desert,CA 92260 San Bernardino,CA 91A05 V:7t50.773.4478 O4 TAKE SPECIAL CARE NOT TO DAMAGE PLANTS OR TREE ALLOWED AT AT CONTRACTORS CHOICE, IF COMPACTED & OR TREE ROOT AREA. v:�.a7s.�oo F:760.773.4 ROOTS WHEN TRENCHING IN BEDDING REPAIRED TO ORIGINAL. F:9o9.475.8828 emau:info(�dreamengcom ANY DAMAGED PLANTS TO BE REPLACED/ REPAIRED AT CONTRACTORS EXPENSE. TYP. 10 E.C. IS TO REUSE EXISTING METER PEDESTAL AS SHOWN. REF. A.C. SINGLE LINE DIAGRAM AND A.C. BREAKER 5 E.C. TO SPOT LUMINAIRE 3'-5- OUT FROM TREE/PLANT ASSIGNMENTS FOR FURTHER INFO. O BEING LIT. O EXISTING UTILITY TRANSFORMER TO BE REUSED. E.C. IS TO � E.C. IS TO PROVIDE PULLBOX. PULLBOX AND COVER TO BE 1 VERIFY EXACT LOCATION OF TRANSFORMER WITH Q PIGMENTED TO MATCH COLOR OF PAVERS. COORD. WITH ELECTRICAL UTILITY PRIOR TO RUNNING OF SERVICE LANDSCAPE ARCH SHEETS. PULLBOX TO BE INSTALLED LATERAL TRENCH. FLUSH WITH PAVER AND TO BE GROUTED AS NECESSARY TO MATCH UP TO PAVER SURFACE. r- -9 � S SHEET TITLE: PARTIAL ELECTRICAL SITE PLAN - MONTEREY AVE. SCALE: AS NOTED i REVISIONS NO. DATE DESCRIPTION APPRD do 3 v r�? w v as vQ c 0 'v (D a3 CLIENT: CITY OF PALM DESERT 0 3 o JOB NAME: JOB NAME: o SHEET E-2A SHEET E-3A 3 rn SHEET E-2A W DATE: 0 DESIGN BY: �,,,, M z z .� d DRAWN BY: �p W = _ _ = J These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: M JOB NUMBER: 0 y Q Q a f M1y r Q Section 65547 at se4 requiring etOcfent landscape and irrigation design I-- accordance with water Code Title 7,DNiston 1 Chapter 3, s 1 OA 4 in cooperation with the local governing agency(0ty or County)• Y j y Approval of the drowing by CVWD staff does not constitute approval to FILE NUMBER: J W o UNDERGROUND SERVICE ALERTencroach Into District and USSR Rights-of--Way.Trees.Plants.Wald,and x o permanent structures of any Idrtd may not be planted or Instated to N Z SwOmw sys1� Gwjw mwd CV WD and USBR easements or right-of-Cy will-Vt first obtokt(ng w IS H E ET NUMBER: � iaqulraa a DIQ ALERT Id.rras�+f�Mxnb.r encroachment permit from CV W D. .— O . we be a vWk For y a Gig Rank d M NLVB v coo UrWnpwmrd SWVI aAbrt TOLL FREE 1•�800..72a133 E =3A O Two workkr0 days before you dig DATE WATER MANAGEMENT SUPERVISOR CD N NO TOTAL _ KEYMAP - MONTEREY AVE. — o - ��- SHEETS U e DREAM ENGINEERING INC. 200s DATr D�/ELOPMENTSERHCBSUPERVISOR \ o i f I I • D , PROVIDE WITH TRAFFIC COVER WHERE SUBJECT TO VEHICULAR 8.25"--{ 2.8" NOTES: TRAFFIC 1. FIXTURE TO BE BRONZELITE CAT _ NOTES: SYMBOL 1, ,. THIS DETAIL IS FOR FOR ASSISTANCE ELECTRICAL � #K1263-26W-** WITH HONEY COMB S DE L 0 SS STANCE IN BIDDING. DRY 5.5" LOUVER (MW12). USE 26W CFL UTILITY REPRESENTATIVES ARE AVAILABLE TO PROV. 1. REFERENCE SPECIFICATIONS FLUORESCENT WITH 240V BALLAST. ADDITIONAL INFORMATION. REF SINGLE LINE DIAGRAM FOR o NAME AND PHONE NUMBER OF INVOLVED DRY UTILITY FOR ADDITIONAL INFORMATION 2. FIXTURES WILL REQUIRE NIGHT REPRESENTATIVES. REF NOTE BELOW. f ON PULLBOX. MING AFTER INSTA A TIME AI LL T10N. 2. REFERENCE ELECTRICAL SITE 3. ALL CONNECTIONS TO FIXTURE TO 2. VERIFY EXACT LOCATION AND ROUTING OF TRENCH WITH PLAN FOR SIZE OF CONDUITS. BE MADE WATER TIGHT. REF SPEC. UTILITY COMPANY. 3. DIMENSIONS SHOWN FOR PULLBOX 3. TRENCH NOT TO BE COVERED .UNTIL POWER AND UTILITY GROUND LEVEL 4. PROVIDE WITH PHOTOELECTRIC 40" WIRES ARE INSTALLED. ARE TO BE AS SHOWN ON DIAGRAM CONTROL REF CONTROL PUBLIC WORKS DEPARTMENT ELECTRICAL SYMBOLS UNLESS 5. E.C. IS TO PROVIDE ALL 4. COMPACT TO 909a OR TO ELECTRICAL UTILITY STANDARDS. NOTED OTHERWISE ON ELECTRICAL s NECESSARY HARDWARE TOP 5 73-510 FRED WARING DRIVE SITE PLAN KEYNOTES. . FIXTURE IN GROUNDA PERMAPOSTE DESERT, CA 8 ELECTRICAL CONTRACTOR TO COORDINATE SIZE AND TYPEPALM DES 92260-257 DEPTHS, ETC WITH FROM BR Tel 1 IS AVAILABLE ONZELITE OF ONDUI LL BURIAL D S Telephone: (760)346-061 4. PROVIDE SCHEDULE 80 SWEEPS I PERMAPOST PART# BS3. INFORMATION PROVIDED BY UTILITIES. Fax: (760) 341-7098 INTO PULLBOX WHERE SWEEPS WATERTIGHT 6. IT IS ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO ARE REQUIRED. 6. FINISH - WILL BE PROVIDED ON CONNECTION EARTH PROJECT NAME: MIN. 22 CONTACT DRY UTILITIES AND OBTAIN A COMPLETE LIST OF RETURN SUBMITTALS 5. FINISH OR COLOR OF THE COVER CUSHIONUTILITY REQUIREMENTS. ELECTRIGAL CONTRACTOR IS TO ELBOW 7. E.C. IS TO PROVIDE ALL FIXTURES -> .. „"'r 'N y '' of PULLBOX To BE PROVIDED MONTEREY AVENUE nn��{,, . �',C;.<. �+ </; ;>< -{'l- �', ..>~. �, s. �.; •., BED OF 3/4" 4" MIN'- ;i..... WITH STAINLESS STEEL TAMPER ,, .: ...,: 3 INCLUDE IN HIS BID PRICE, ALL COSTS, INVOLVED IN ON RETURN SUBMIT CRUSHED ROCK ,-.:..> , !, / •: :. BRINGING DRY UTILITIES TO THE SITE. OWNER WILL PAY -,.. ,;�,,. ,/ < ;,s ;� r, .<.,,.,s.-:c• ,, ::'>.,. :=r;•C;.,- ;. PROOF HARDWARE. ELECTRICAL `..; •:' • '•'�'`����•'•�• .- DINAH SHORE DRIVE GRAVEL 12 8• E.C. TO SPOT LIGHT FIXTURE 3'-5' COSTS ASSOCIATED WITH APPLYING FOR NEW DRY UTILITY jar 'i,.�r.y� ;%i%`'� �r /'.�� / i!.✓' .a✓ h�`^..- !x d .5.>aj.- ..>: f 2''•+/ IN. ALL AROUND. `3; >' ., ;• SERVICE. IF E.C. IS UNABLE TO CONTACT ANY DRY ' , •.' .. '=<` � OUT FROM CENTER OF :�~ �•A ' .s.. /-- ,, ;r ,: ~•/ !.;; "'`�' TREE/PLANT BEING LIT. MEDIANS --, f-• �•,- / f ••/, -,,�, -,/ UTILITY, HE IS TO CONTACT THE ELECTRICAL ENGINEER, /"', , : •, %ti,N-4, f :f; %:� ' " iv" ':: >`.•. ,,: ...: - > !. PRIOR TO BID, FOR DIRECTION. a ., ..., BED OF 3/4 PALM DESERT CRUSHED ROCK - 9. E.C. TO PROVIDE ALL NECESSARY GRAVEL 12 DEEP & 6 OUT MOUNTING AND INSTALLATION CONDUIT OUT ' % 3" 3" CITY OFCITY FRAN RANCHO MIRAGE FROM ALL SIDES OF PULLBOX HARDWARE. E.C. TO PROVIDE A a' TING SYSTEM.OPERA CALIFORNIA CONDUIT TYP. SERVICE LATERAL TRENCH DETAIL � APPROVED BY: PULLBOX INSTALLATION DETAIL FIXTURE Al UPLIGHT DETAIL 4 CITY OF PALM DESERT NO SCALE E4 NO SCALE E4 NO SCALE E4 CITY ENGINEER NOTES: BO CHEN, P.E. 1 1. PEDESTAL TO BE IN NEMA 3R R.C.E. No. EXP. DATE DATE 16" ENCLOSURE WITH HASP. 64819 6/30/09 12 I 2• ORDERING INFORMATION ON SWITCHGEAR APPROVED BY: MAY BE OBTAINED FROM MILLBANK. CITY OF RANCHO MIRAGE METER PEDESTAL TO BE MODEL #CP3B1. o00o METER PEDESTALS ARE TO BE SUPPLIED o / WITH FACTORY INSTALLED MAIN & SYMBOL 9.5" BRANCH CIRCUIT BREAKERS AS INDICATED 09 ON A.C. BREAKER ASSIGNMENTS. CI ENGINEER WILLIAM ENOS, P.E. 3. REF BREAKER ASSIGNMENTS FOR INFO R.C.E. N0. EXP. DATE ATE ON MAIN CIRCUIT BREAKER, INTERIOR 43910 6/30/09 4 SPACES AND OTHER INFO. NOTES: 4. PAD TO BE 2000PSI CONCRETE 8" CONSULTANTS: 1. FIXTURE TO BE BRONZELITE CAT. BREAKERS #G7026F-R-W-F-240- IHL. USE U THICK, 4" ABOVE GROUND, 4" BELOW. Q�pFESS/pNq (1) 26W CFL LAMP - 240V. EXTEND 4�� BEYOND SWITCHGEAR ON ALL !� #6 COPPER. GROUNDING ELECTRODE PROVIDE WITH INTERNAL G SIDES. ,`�, � p'- R4 yc CONDUCTOR TO GROUNDING BAR AT CLAMP FINISHED GRADE P 5. SWITCHGEAR TO BE SECURED TO PAD `' J o HONEYCOMB LOUVER. SERVICE COPPER. PER NEC- TABLE 250-66 NOTE A 2. ALL CONNECTIONS TO FIXTURE TO 483P U CORNERS" ANCHOR BOLTS AT BE MADE WATER TIGHT. REF. L EACH � 2007 , „,,� r � .. ��* .���•.;yam:.. ,�w��; ELECTRICAL SPECIFICATIONS. L 6. PROVIDE 3 LEVEL & CLEAR WORKING ... ��• -----: : :.__...-: : .. EXP: DEC.31 : ; :.......- M - GROUND LEVEL 3. REFERENCE CONTROL DIAGRAM S CONTROLS "PACE IN FRONT OF PEDESTAL. �q <FCTR,GP �►�� i s = s l-s s Isl-s -I-l� FOR METHOD OF CONTROL. E 7. ENCLOSURE SHOWN IS TO HAVE rF pp CAL%T- CONCRETE BOX 1 _ I �� _ I 1 4. PROVIDE WITH INTERNAL T � CONCONCRETE SUFFICIENT SPACE FOR MOUNTING OF -II I) = HONEYCOMB LOUVER. LIGHTING CONTACTORS & CONTROLS IN COPPER CLAD GROUND ROD 1j I AUXILIARY SECTION, SEPARATE FROM 8 �= I 5. E.C. 1S TO PROVIDE ALL FIXTURES p LIVE EXPOSED ELECTRICAL PARTS. 5 8" DIAMETER I I I' Providing Excellent Service ( / ) _ WITH STAINLESS STEEL TAMPER N ; ;::<... 11.5 T I- PROOF HARDWARE. � � ALTERNATE SUBMITTAL WILL ONLY BE �:>�>� r •..v: �-r CONSIDERED IF ALL EQUIPMENT CAN BE '''" n• '? Since 1981 I WATERTIGHT 6. E.C. TO SPOT LIGHT FIXTURE MOUNTED IN THE ONE ENCLOSURE. California*Arizona Dream Engineering Inc. Nevada Texas " 3 -5 OUT FROM CENTER OF 6 MIN. SPLICE. 8. PROVIDE DUPLEX GFCI RECEPTACLE TO Consulting.Electrical Engineers www.dreameng.com ;: r ,, TREE/PLANT BEING LIT. BE MOUNTED INSIDE PANELBOARD. NOTES: ::;':",;! " �, 2700 N.Little Mountain Dr. 72330 Palm Canyon Ln. GROUND ROD ,;� ' ` >-' :!� <%, <" ":l:' 2'� MIN. 7. E.C. TO PROVIDE ALL NECESSARY 9. COLOR OF SWITCHBOARD IS TO BE Suite G-105 Palm Desert,CA 92260 1. DRIVEN GROUND ROD SHALL HAVE A "'!' " '" °"" " / �, MOUNTING AND INSTALLATION San Bernardino,CA 92405 V:760.773.4478 ' %> ;{ !. % '`' f' PROVIDED ON RETURNED SUBMITTALS. MEASURED RESISTANCE TO GROUND OF HARDWARE. E.C. TO PROVIDE A ^ V:9119.475.99110 F:760.773.4999 ,.•;;.,;;d•.;;- / '4 F:909.475.8828 email:info(rudreameng.com 25 OHMS OR LESS. IF NOT, IT SHALL "' COMPLETE OPERATING SYSTEM. - 10. METER TO FACE TOWARDS ROAD BE AUGMENTED BY ONE ADDITIONAL ' •` SERVICE METER PEDESTAL ELECTRODE (GROUND ROD). SECOND GROUND ROD, IF REQUIRED, SHOULD BE CONCRETE BOX BED OF 3/4" CRUSHED ROCK A MINIMUM OF 6' FROM FIRST. WITH COVER " GRAVEL 6 OUT FROM EDGE OF -� FIXTURE ALL AROUND. DRIVEN GROUND ROD DETAIL 2 FIXTURE W1 WELL LIGHT DETAIL 5 METER PEDESTAL DETAIL - MONTEREY AVE . 7 NO SCALE E4 NO SCALE E4 NO SCALE E4 LC1 LC1 <� LC1 �> TO Al LIGHTS LC1 TO Al LIGHTS SHEET TITLE: TO TO PED LC1 PED LC1 LC1 To w, LIGHTS <� ELECTRICAL LC1 TO W1 LIGHTS 20A/1P N _ 20A/1 P N DETAILS EXISTING GRADE P.E. LCC1 •: . P.E. LCC1 SCALE: AS NOTED NOTES: "TEST SWITCH" 1. LAY CONDUIT, FILL, COMPACT NOTES: SYMBOLS: "TEST SWITCH" NOTES: SYMBOLS: ' '• �• •• 1• ALL CONTROL WIRING TO BE 12THWN COPPER IN 1 2"C REVISIONS " TO 90%. MATCH SURROUNDING. # / P.E. CELL. E.C. TO PROV. AND 1. ALL CONTROL WIRING TO BE #12THWN COPPER IN 1/2 C WHERE EXPOSED. p E O P.E. CELL. E.C. TO PROV. AND MOUNT IN PROPOSED WHERE EXPOSED. P E• MOUNT IN PROPOSED NO. DATE DESCRIPTION APPRD _ 2. AREAS SUBJECT TO 2. RATINGS OF CONTACTORS TO MATCH CIRCUIT BREAKER. PEDESTAL. - - 2. RATINGS OF CONTACTORS TO MATCH CIRCUIT BREAKER. PEDESTAL. VEHICULAR TRAFFIC, SUCH 3. MOUNT NEW LIGHTING CONTACTORS IN CONROL SECTION OF LIGHTING CONTACTOR COIL. 3. MOUNT NEW LIGHTING CONTACTORS IN CONTROL SECTION OF „ - CCn WHERE n SIGNIFIES CONTACT CCn LIGHTING CONTACTOR COIL. 18 - AS THOROUGHFARES, SHALL EXISTING METER PEDESTAL OR PROVIDE NEW LIGHTING NEW METER PEDESTAL. O WHERE n SIGNIFIES CONTACT /// / HAVE A MINIMUM COVER OF CONTACTOR ENCLOSURE TO MOUNT ON SIDE OF PEDESTAL. BEING CONTROLLED BEING CONTROLLED E = 24 INCHES. 4. ALL LIGHTS TO BE CONTROLLED BY P.E. CELL ON, AND OFF. LCCONTACT. 4. ALL LIGHTS TO BE CONTROLLED BY P.E. CELL ON, AND OFF. 5. TEST SWITCH TO BE TOGGLE SWITCH LABELED AND MOUNTED � CONTROLLED BY LCn. 5. TEST SWITCH TO BE TOGGLE SWITCH LABELED AND MOUNTED LC1 LIGHTING CONTACT. NON METALLIC IN SWITCHGEAR. IN SWITCHGEAR. CONTROLLED BY LCn. CONDUIT (TYPICAL). 6. LIGHTING CONTACTOR ENCLOSURE TO MOUNT ON SIDE OF .. EXISTING PEDESTAL. OR INSIDE OF PEDESTAL AS INDICATED co BRANCH CIRCUIT TRENCH DETAIL 3 ON PLANS. ORDERING INFORMATION FROM MR. WADE o SUMMERS AT (916) 395-8800. E NO SCALE E4 CLIENT: CITY OF PALM DESERT v LIGHTING CONTROL DIAGRAM - DINAH SHORE AVE 9 LIGHTING CONTROL DIAGRAM - MONTEREY AVE. s JOB NAME: JOB NAME: DATE: < DESINO SCALE E4 NO SCALE E4 GN BY: a 0 ,O DRAWN BY: i These plans have been reviewed by the Coachella Valley Water District in CHECKED BY: ]C accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, JOB NUMBER: Section 65597 et seq.requiring efficient landscape and irtigation design E in cooperation with the local governing agency(City or County). UNDERGROUND SERVICE ALERT Approval of this drawing by CVWD staff does not constitute approvai to FILE NUMBER: encroach into District and USBR Rights-of-Way.Trees,Plants,walls,and CV permanent structures of any kind may not be planted or installed in Section of the C,overrvners Cab encroachment permit from CVWD. - a DIG DIG ALERT Ictentifle'ation Number CVWD and USER easements or right-Of-way without first obtaining an � requires a SHEET NUMBER: be issued before a"Pemwl to Excavate" will be valid.For your Dig Alert I.D.Number co Call Underground Service Alert N TOLL FREE 1.800,422-4133 Two working days before you dig DATE WATER MANAGEMENT SUPERVISOR Em4 O © DREAM ENGINEERING INC. 2006 DATE DEVELOPMENT SERVICES SUPERVISOR TOTAL o a � -