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Home My WebLink AboutGood Year Tire Store Landscape Construction Plans_1 era � ~ �T7 V1 �� O p t t C ■•C D EA 0 Y R T R STO RE,rk �J -Mac tH� i i W ® V1 W V1 � t LANDSCAPE CONSTR.� UCTION PLANS I..tf-J tiZ� C= C== tip r� P� 34 -700 MONTEREY AVENUE - APPROVED - FINAL LAND CAPE PAC DATEn� 13Y. S PALM DESERT , CA LANdSCAPE MANAGEtt NOTES ABBREVIATIONS VICINITY MAP SHEET INDEX A. VISIT SITE PRIOR TO SUBMITTING BIDS. @ AT NCN NO COMMON NAME CL CENTERLINE NIC NOT IN CONTRACT SHEET NO. DESCRIPTION SCALE B. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. # NUMBER NTS NOT TO SCALE NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON A.C. ASPHALTIC CONCRETE O.C. ON CENTER PLANS. B.C. BOTTOM OF CURB O.D. OUTSIDE DIAMETER PROJECT L0.0 LANDSCAPE TITLE SHEET N.T.S. C. DO NOT SCALE DRAWINGS. CF CUBIC FOOT/CURB FACE P.L. PROPERTY LINE DINAH SHORE DR SITE CLR CLEAR P.A. PLANTER AREA L1 .1 LANDSCAPE IRRIGATION PLAN 1 " = 10' D. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CONC CONCRETE R. RISER CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION OF THE WORK. CTR CENTER RAIDRADIUS > L2.1 - L2.2 LANDSCAPE IRRIGATION LEGEND & NOTES N.T.S. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE Q DIA DIAMETER REV REVISION RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF } THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DIM DIMENSION SHT SHEET � 35th AVE L2.3 - L2.4 LANDSCAPE IRRIGATION DETAILS AS SHOWN DRAWINGS. DWG DRAWING SPEC SPECIFICATION LU E.J. EXPANSION JOINT SF SQUARE FOOT z �- �0 F_ L3.1 LANDSCAPE PLANTING PLAN 1 " = 10' V_ E. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DO O Q Y DOES NOT LIMIT THE APPLICATION nI T_ ENG ENGINEER sa SQUARE L.� ,�, OF SUCH DETAIL OR DRAWINGS. � 3: O EQ EQUAL S.S. STAINLESS STEEL w O L4.1 LANDSCAPE PLANTING DETAILS AS SHOWN F. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE EW EACH WAY STD STANDARD GERALD FORD DR U C O REPORTED TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED J a N FIN FINISH STL STEEL LANDSCAPE INSPECTION SCHEDULE PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR Q GA GAUGE T TREAD J ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. GALV GALVANIZED T.C. TOP OF CURB ^, . G. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS HORIZ HORIZONTAL T.G. TOP OF GRATE � 1. SLEEVING /GRADING UNLESS SPECIFICALLY NOTED OTHERWISE. HT HEIGHT T.S. TOP OF STEP d '�� a. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATION � Q L H. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE I.D. INSIDE DIAMETER THK THICKNESS b. SOIL SURFACE DRAINAGE, ELEVATIONS AND TRASH (INCLUDING WEEDS 0 & RUBBLE W SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INCL INCLUDING T.W. TOP OF WALL ) SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, MAX MAXIMUM TYP TYPICAL N 2. HARDSCAPE /BOULDERS - COBBLE L MFR MANUFACTURER VERT VERTICAL METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD a. SIDEWALK AND WALL LAYOUT tt \ REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE MH MANHOLE W/ WITH b. UTILITIES LOCATION PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE SCALE: NOT TO SCALE c. BOULDER TYPE, SIZE, WEIGHT AND PLACEMENT RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT MIN MINIMUM W.I. WROUGHT IRON 3. IRRIGATION SYSTEM ROUGH-IN AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED MISC MISCELLANEOUS WT WEIGHT � 7 O a. TRENCH DEPTH AND LOCATION �';� �.R�F C�;.. �' < INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE b. PIPE SIZE AND CLASS C „� ,�,v� t ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK,AND WHETHER PERFORMED BEFORE, LANDSCAPE IRRIGATION AUDITS c PRESSURE TEST(125 PSI FOR 6 HOURS) 0 DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF 4. PLANT MATERIAL (TREES & SHRUBS) f^ - ��• O ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND ARCHITECT / OWNER REPRESENTATIVE f , r_ �- a. CONDITION 11 SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT WATER MANAGEMENT. ALL LANDSCAPED AREAS COVERED BY THIS ORDINANCE WHICH EXCEED 1.0 ACRE b. TYPE '� D• } "`" '" '' ' " '- E t,,,J BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. W I LLIAM S HARON ARCHITECT (43,560 SQUARE FEET), MY BE SUBJECT TO A LANDSCAPE IRRIGATION AUDIT AT THE DISCRETION OF THE Q c. PLACEMENT DISTRICT IF THE DISTRICT HAS DETERMINED THAT THE ANNUAL MAXIMUM APPLIED WATER ALLOWANCE HAS 5. GROUND COVER (DECOMPOSED GRANITE) j ! L. M I. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO BEEN EXCEEDED FOR A MINIMUM OF 2 CONSECUTIVE YEARS. AT A MINIMUM, THE AUDIT SHALL BE i O THE REQUIREMENTS OF THE BUILDING CODE. 77885 LAS MONTANAS RD., STE. A CONTACT: BILL SHARON CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR AND SHALL BE IN ACCORDANCE WITH THE a. TYPE CU b. DEPTH AND SPACING 1 ,_ _ (n PALM DESERT, CA 92211 TEL: 760 772-2931 CALIFORNIA LANDSCAPE IRRIGATION AUDITOR HANDBOOK(SEE LANDSCAPE IRRIGATION AUDIT HANDBOOK, c. COMPACTION O J. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. ( ) DEPARTMENT OF WATER RESOURCES, WATER CONSERVATION OFFICE -JUNE, 1990, VERSION 5.5). /�>Cl� L �t��SC THE OWNER OF THE LANDSCAPED AREA SHALL BEAR THE COST OF THE AUDIT. 6. FINAL Q K. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND a. IRRIGATION: EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD LANDSCAPE ARCHITECT i. VALVES, BOXES AND WIRING QUALITY, FREE FROM FAULTS AND DEFECTS. II. CONTROLLER OPERATION AND SCHEDULE CERTIFICATION OF PROJECT COMPLETION III. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE, FLOW RATE L. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT I AND QUANTITY PER PLANT Revisions SUPPLIED BY THE OWNER. RIDGE LANDSCAPE ARCHITECTS iv. OVERALL OPERATION M. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS A. THE LICENSED LANDSCAPE ARCHITECT OF RECORD SHALL CONDUCT A FINAL FIELD OBSERVATION v. AS BUILT REQUIRED BY THE UNIFORM BUILDING CODE 1991 EDITION. 8841 RESEARCH DR., SUITE 200 CONTACT: RON STARK AND SHALL PROVIDE A CERTIFICATE OF COMPLETION. THE CERTIFICATE SHALL SPECIFICALLY b. TREE STAKINGINDICATE THAT PLANTS WERE INSTALLED AS SPECIFIED AND THAT THE IRRIGATION SYSTEM WAS c. OVERALL N. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES IRVINE, CA 92618 PH: (949) 387-1323 X23 INSTALLED AS DESIGNED. NEW COMMENTS PERTAINING TO FIELD CHANGES THAT DIFFER FROM RECEIVED WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR ron@ridgela.com DISTRICT APPROVAL PLANS SUCH AS WHY FIELD CHANGES WERE MADE AND WHO MADE THEM MUST NOTES: SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS BE RECORDED ON CERTIFICATE OF PROJECT COMPLETION. SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS THERE WILL APR 3 4 2013 WORK. SPECIAL INSPECTION B. CERTIFICATION SHALL BE ACCOMPLISHED BY COMPLETING A CERTIFICATE OF COMPLETION AND BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. CITY OFPALMt� SUBMITTING IT TO THE CITY AT THE FINAL WALK-THROUGH. ANY CHANGE TO AN APPROVED LANDSCAPE PLAN, MUST BE RE-SUBMITTED TO PUBLIC WORKS D PT O. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, THE CITY OF PALM DESERT FOR APPROVAL, PRIOR TO IMPLEMENTATION. Drawing Date DRAINLINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT April 4, 2013 INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR PLEASE MUNICIPAL CODE REQUIREMENTS PROJECT INFORMATION Check By P. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. CONTACT THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. Q. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE PALM DESERT MUNICIPAL CODE REQUIREMENTS: APN: 694-090-006-6 Drawn By LA DETAILS TAKE PRECEDENCE OVER PLANS. DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT RECORDED BOOK/PAGE: PM 210/96 MATERIAL MUST BE FREE FROM RED SCALE (AONIDIELLA AURANTII.) A. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE SUBDIVISION NAME: PM 30502 Scale R. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. ANY CHANGES TO THE APPROVED PLAN CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). (HEALTH AND SAFETY CODE, LOT/PARCEL: 11 MUST BE SUBMITTED TO THE CITY FOR APPROVAL. SECTION 5416) TOWNSHIP/RANGE: T 4SR6E SEC 29 S. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS BUILDING REFERENCE CODES B. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF Job Number ALL BUILDING MATERIALS. (ORDINANCE NO. 262 OF THE PALM DESERT MUNICIPAL CODE) 2520 AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE CONSTRUCTION TO BE USED IF SEEN ON SITE. 2010 CALIFORNIA BUILDING CODE (Based on 2009 IBC) PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE These plans have been reviewed by the Coachella Valley Water District 2010 CALIFORNIA RESIDENTIAL CODE (Based on the 2009 IRCi UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC \NATER in accordance with California Government Code, Section 65591 et seq. T. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO 2010 CALIFORNIA MECHANICAL CODE (Based on 2009 UMC) RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. (PALM DESERT requiring efficient landscape and irrigation design in cooperation with ADDITIONAL COST TO THE OWNER. 2010 CALIFORNIA PLUMBING CODE (Based on 2009 UPC) MUNICIPAL CODE, CHAPTER 8.02) AP� the local governing agency(City or County). 2010 CALIFORNIA ELECTRICAL CODE (Based on 2008 NEC) D. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1217, MUNICIPAL CODE U. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS,VENTS, HYDRANTS, 2010 CALIFORNIA ENERGY CODE (Based on 2008 Energy Stds) SECTION 15.28. YOU MAY REQUEST A COPY AT THE BUILDING DEPARTMENT. �i P`! t o � Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE TITLE TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE 2010 CALIFORNIA GREEN BUILDING CODE E. CONSTRUCTION HOURS: � � U/ST�R�G� encroach into district and USBR Right-of-Way. Trees, plants,walls and LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 2010 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE iynoture) permanent structures of any kind may not be planted or installed in SHEET 2010 CALIFORNIA FIRE CODE (Based on the 2009 IFC) OCTOBER 1 THRU APRIL 30 MAY 1 THRU SEPTEMBER 30 04/04/13 CVWD and USER easements or Right-of-Way without first obtaining an V. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, (Date) encroachment permit from CVWD. MONDAY - FRIDAY 7:00 A.M. - 5:30 P.M. MONDAY - FRIDAY 6:00 A.M. - 7:00 P.M. � 05/31/15 p APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. �' xp. 15 SATURDAY 8:00 A.M. - 5:00 P.M. SATURDAY 8:00 A.M. -5:00 P.M. q� W. NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO NOTIFY DIG ALERT, A FREE SUNDAY NOT ALLOWED SUNDAY NOT ALLOWED F CALF GOVERNMENT CODE GOVERNMENT CODE COORDINATE PROJECT INSPECTION SCHEDULES. o PUBLIC SERVICE PROVIDED HOLIDAYS NOT ALLOWED HOLIDAYS NOT ALLOWED '`�f X. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED BY UNDERGROUND SERVICE R I D G E Date a er Management Department Sheet Number VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT LANDSCAPE HEREIN BEFORE BEGINNING WORK. ALERT OF SOUTHERN MUNICIPAL CODE SECTION 9.24.070. ' A R C N I T E C T S Y. CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING CALIFORNIA, @ 811 PRIOR TO L40424 F: 8841 Research Drive, Suite 200 CVWD Plan# WORK. ANY EXCAVATION �` Irvine, CA 92618 eve opment Servic Dep rtment ..Y Tel 949 387 1 323 TWO WORKING DAYS BEFORE YOU DIG 9 www.rid ela.com LOOO i = N �I ■ N ............................ ■ ■ ■ �' �!' �� i ._� — — ------ — — — — — — — -_.. ..._.. — — — --_ — — _.. ....._ — — -_ _ — — ..._.. ..-_._ — — _ — — — — — — — — — _--- ---.._ _...... ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ....... _..... .............. ...... ------- ....... ....... ....... ....... ....... ....... ...... ....... ....... ....... ....... ....... ....... ....... iMac METER l P.O.C. NOTES = . i I M P.O.C. NOTE #1: C { I POINT OF CONNECTION SHALL BE A NEW 3/4" IRRIGATION METER.VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE INS THE FIELD PRIOR TO t �""�� :.:.:.:.-.::..:...::: :::::::::::::::::.....::::::::::::::::::::::::.:...............::..:.:........................................:::::::::.:......:::.::::::................::. STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON TH o— f ESE LAMS ~= DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION � � GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. '� �-� f SHOULD THE CONTRACTOR FAIL TO VERIFY THE P6c INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 0 TYP IXx TYP �` f New Proposed Domestic Water Meter Information 22 Address: WateJr Purveyor: - venue .V.W.D. ■.34 700 Monterey A 1 li• 11� `ilJ� �_ li• 11I1� li• 11I1• 11� li• . �- 1� li• li• i1I1I1� 11� li• li• i111� 11� 11� li• � h.#'(760) 398- ~� .............................. I , _ { Palm Desert, P 2651 � ............................................................................................ 11 4 — — — — — — — — — — — — — ......_........... ....._.,Y._....................._..__..�........_..___....-.._.. _..._..._ ti. r Meter Size 3/4" t I Static Pressure 115 PSI. of1 ... .................................................................... -......... -................................... ......:.....:..........:.............._ 4\ System Design Pressure 55 PSI. f \` i 'r ; Maximum System Demand 2 GPM 11 4 � � ��'��t � ................. . , Landscape Area 1,928Isq. ft. \. �E� k Maximum Applied Water Allowance (MAWA) 30.59 CCF �- �4 Estimated Applied Water Use (EAWU) 21.10ICCF i !0 .� ❑ ' .......................................... ............................... , t ........................................._..................................... f I4C I ................................ { PROPOSEDCONTROLLER NOTES ... .................. i { 2 CONTROLLER NOTE #2: i I � ❑ it k ' I ``°•:: CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND BUILDING f MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED IN A STAINLESS { / ' CONTROLL LOCATION - -- i STEEL PEDESTAL ENCLOSURE. FINAL LOCATION Off CONTROLLER ASSEMBLY { J I ON I AND ELECTRICAL POC SHALL BE CONFIRMED WITH (OWNER'S AUTHORIZED i } REFER TO CONTROLL NOTE (#2)AT RIGHT ' i REPRESENTATIVE PRIOR TO COMMENCING WORK. THE 120 VOLT POWER W I I' ' SUPPLY HOOK-UP OF THE IRRIGATION CONTROLLED SHALL BE THE i ' 4 RESPONSIBILITY OF THE IRRIGATION CONTRACTO . { I ; 00 ::::.:..... ............. ............. ............. ............. ............. .....::. : :1::...... ............ ::.:::::I::...... . ........ I:::a... ❑ _ _............ �.........1 I I { TYP 1 j _��'%` 1 .. :' i i IRRIGATION CONSTRUCTION NOTES Cn .. .................................................................................._. �. s— N ^♦ �/ I I { 1 PERIMETER IRRIGATION NOTE: W { k ? METER LOCATION r ,. { O ALL ADJACENT SYSTEMS SHALL MAINTAIN AUTOM ,TIC PROGRAMMED Q .� REFER TO P.O.C. NOTE (#1)AT RIGHT ^1 i 4 I WATERING SCHEDULES THROUGHOUT CONSTRUCTION . NO DISRUPTION OF 0 ( THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING 0 � ............I........I................. ! y... { ;{ I ;A....................... Irrigation Water Meter Shown Within ........ ........ 1 1`YP y_sJ.......... CON TRU TION CONTRACTOR HALL BE RESPON IBLE FOR 1 I Paving For Drawing Clarity Only, Refer to ' I REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION SYSTEMS EQUIPMENT I I an TREE BUBBLERS AND LATERAL LINES ARE { THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOF2�;,' Civil Engineers Plans for Exact Location. SHOWN WITHIN PAVING FOR DRAWING f SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEMS AS f �.., N11. CLARITY ONLY,ACTUAL LOCATION TO BE ., o , REQUIRED. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW ...... .......... �� 'MANNER, PROVIDING COMPLETE o HEAD TO { I WITHIN PLANTER ALIGNED WITH TREES, TYP. *'" ` ` I POND NG, RUNOFF, OR OVER SPRAY IN ALL AREAS�D COVERAGE WITH NO j 2 TYP SYSTEM LAYOUT SHALL J � ^` 5 ' { i APPROVED BY THE OWNER'S AUTHORIZED REPRE ENTATIVE. CONTRACTOR Cn { 1 ............................ ' SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE OWNERS Q .......................... ........................... i 1 AUTHORIZED REPRESENTATIVE PRIOR TO BIDDINGIAND COMMENCING WORK. � (� I I -� ' ' r 1 .......... ...... \ / { 2 TRENCHING IN VICINITY OF EXISTING TREES Q , (D .................... f k WHENEVER ROOTS OF EXISTING TREES ARE ENCO NTERED DURING TRENCHING OPERATIONS,THE CONTRACTOR SHALL REROUTE MAIN LINE L I ............................ .... .. i -- ( TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A 0a) M { 3/4' 3/4' / % -- .-- --( { CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL € a i HAND DIG THE TRENCHES TAKING CARE NOT T O DAMAGE ROOTS. NO L.L T .RASH 2C ^^11 ................................................................................................................................................................ .......................................................... ....... t... ....... ... . ...... .... I MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE O W ............................................ ...................................... ...... � WILL BE 14 E 1 _ _.... . 3 4• - - ~ ~- ~ �'` i ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST BURLAP i _ _ ............Ail:.................... _r7 . ~ ~~ : F ........... ....................:............................................................................... ... . .......... _ 0 ..................... ........ _ ... ....... f. ..(.... UNTIL COVERED WITH SOIL. 1 Crv� .................................. .............. \ - ~ ~-~~~ __- N ...... ------ .... ........... ..... ................ t ............................................................................................. �.-..• .......... f! i ~~~ ............. ............................. Z01 ;;4 f 1 i ..................................... ..... ..... ............ ...................3 •i ig ................. .................... ...........---...... ..................... ........................ .......... ............................................................................ O }cja�nnanon .......................................................................................................................................... vnu U ................. 7V4• ! Revisions aavnnLoa..........._...... Loa - . n�oo ------ ------------- ......................................... ......................., 1 I G„ Drawing Date April 4, 2013 i i IRRIGATION VALVE CALLOUT IRRIGATION NOTE CALLOUT Check By ~ �F _ _._. r SEE ENLARGEMENT ......��.._. i �:1P ':.1: vx; PLAN ABOVE VALVE NUMBS IRRIGATION CONSTRUCTION Drawn By I D.... ... . ... . .. . CALLOUT NUMBER R { . . .. . . .. . . .. . . .. . . ' �ao�osED.... .. ., ... I CONTROLLER LA > . .; . .BUILDING. .--- i ..� 1 GPM i .. .... . . C 5 _ Scale 1 :::.::::::.:::. u. _ I' 1 100 --APPROXIMATE LINEAR P.O.C.AND CONTROLLER Uj �' i CALLOUT NUMBER. t I 75} E—FOOTAGE OF DRIP TUBING 1 O 5 10 20 30 Job Number 2520 Z ............. QUANTITY =: .. �:.` ..... OR APPROXIMATE ;. -- ��-.-�w � OF DRIP EMITTERS ■rlfarrt Q i t■... . . � - -- -- These plans have been reviewed y the Coachella Valley Water District VALVE SIZE in accordance with California Government Code,Section 65591 et seq. T j f L' A ER requiring efficient landscape and irbrigation design in cooperation with the local governing agency(City o County). H i SR;.i, l;�i' J. Z � tt� Approval of this drawing b CVW staff does not constitute approval to LAN i — k � � � � � pp g y pp LANDSCAPE I _ I 4)/STR 1 G� encroach into district and USBR Right-of-Way.Trees, plants,walls and IRRIGATION PLAN (Signs ure) permanent structures of any kind may not be planted or installed in i — — i �a 04/04/13 CVWD and USBR easements or Fight-of-Way without first obtaining an 05/ate) encroachment permit from CVWD i NOTIFY DIG ALERT, A FREE `�y�F Up. Date i o PUBLIC SERVICE PROVIDED °ji� cA��E I _ BY UNDERGROUND SERVICE R I D G E Sheet Number <I F k _ i ALERT OF SOUTHERN Date a Ter Management Department FORLAND _ ' ' LANDSCAPE CALIFORNIA, @ 811 PRIOR TO' LANDSCAPE IRRIGATION LEGEND & NOTES SEE SHEET L2.1 FOR LANDSCAPE IRRIGATION NOTES & CALCS - SEE SHEET L2.2 `� ARCHITECTS 35th AVENUE ANY EXCAVATION - - L4O4Zrj FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L2.3 L2.48841 RlrvnercCpr92618ite200 CvwDPlan# eveopmentservie Dep rtment Two WORKING pairs BEFORE You �G FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET :`� Tel 949 3871323 K E Y M A P a.. www.ridgela.comL 1 SCALE: NTS ■ ^ �-C� �1 " C%J �V ~ US" IRRIGATION INSTALLATION NOTES Irrigation General Notes `� "' 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION _ IRRIGATION MATERIAL LEGEND ~- e ® "REQUIRED. EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO o� 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS, WALLS OR ANY OTHER SYMBOL MANUFACT. MODEL NO./DESCRIPTION GPH PSI RADIUS DETAIL S ` w AGENCIES AND OTHER TRADES. HARDSCAPE/STRUCTURE. .� 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, RAIN BIRD PC-XX-1032, PRESSURE-COMPENSATING MODULE SERIES SHRUB WATER REQ, 20 N/A A, B R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO EMISSION DEVICES WITH RAIN BIRD PC DIFFUSER CAP. 5.0 (GPH) LOW (TAN) ® r+ 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. ( 5.0, 7.0, 10.0 GPH PER OUTLET); INSTALL WITH MODEL 7.0 (GPH) LOW/ MODERATE (VIOLET) CONTRACTOR SHALL REPAIR OR REPLACE,AT NO ADDITIONAL COST TO THE OWNER,ANY DAMAGE TO UNDERGROUND PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. 10.0 (GPH) MODERATE (GREEN) UTILITIES THAT MAY OCCUR. 3. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY TRIM POLYFLEX RISER 3"ABOVE FINISHED GRADE. ! � wIIIIIIII111111111= 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. a COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE ® RAIN BIRD 1806-SAM-PRS, 6" POP-UP BUBBLER HEAD W/HUNTER PCN-25. .25 (0.5) 20 N/A C EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE. ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 4. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH PLACE BUBBLERS e. COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. SIDES OF TREE TYPICAL. EDGE OF ROOTBALL ON OPPOSITE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 5. ALL LEAD WIRES TO BE#14 GAUGE,AND BLACK IN COLOR. ALL COMMON WIRE TO BE#14 GAUGE O RAIN BIRD 1402 SERIES PRESSURE COMPENSATING FULL-CIRCLE BUBBLER, 25 (0.5) 20 N/A D 8. BEFORE ANY WORK COMMENCES,A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL INSTALLED WITH SCH 80 PVC RISER. EACH SYMBOL REPRESENTS �- CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. BE PROVIDED FOR EACH GROUP OF FIVE (5)VALVES AND LOOPED IN A NEARBY VALVE BOX WITH TWO BUBBLERS PER FILTERRA UNIT. PLACE BUBBLERS AT EDGE 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 2' MINIMUM COIL. OF ROOTBALL UNDER TREE GRATE. 10. THE IRRIGATION WATER METER IS TO BE INSTALLED BY C.V.W.D.. 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S 6. TREE BUBBLERS/EMITTERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR DRAWING ® SUPERIOR MODEL 3200, 1-1/2" NORMALLY CLOSED MASTER CONTROL VALVE. E T RECOMMENDATIONS AND SPECIFICATIONS. CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH 12. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT ® HUNTER HFS-100/FCT-100 1" FLOW SENSOR WITH SCH. 40 RECEPTACLE TEE. INSTALL PER MANUFACTURER'S F V1 OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. RECOMMENDATIONS AND WIRE TO CONTROLLER. USE (2)TWISTED #14 AWG. DIRECT BURIAL, CONTROL WIRE, DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE INSTALLED WITHIN 1" PVC CONDUIT AND ROUTE TO CONTROLLER. DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE 7. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL WATTS B-6080-SS-SH, FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM,AND HANDLE OPTIONS, LINE SIZE. G RESPONSIBILITY FOR ANY REVISIONS NECESSARY. VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS,VALVES, MAINLINES, SLEEVES, INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC RAIN BIRD XCZ-PRB-100-COM, 1" SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES H WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR RAIN BIRD 1" PESB RCV, 1" PVC BALL VALVE AND 1" PRESSURE REGULATING BASKET FILTER. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL RAIN BIRD 33DLRC QUICK COUPLER VALVE PLACED WITHIN ROUND VALVE BOX. IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION O 14. CONTROLLER LOCATION IS APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES HUNTER IC-1200-M, 12 STATION HUNTER I-CORE "SMART" IRRIGATION CONTROLLER ASSEMBLY, J 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 6 HOURS UNDER A HYDROSTATIC PRESSURE OF 125 POUNDS SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB CONTROLLER SHALL BE INSTALLED WITHIN A V.I.T. PRODUCTS MODEL #, SB-18SS, STAINLESS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC PLANTING AREAS. STEEL FRONT ENTRY PEDESTAL ENCLOSURE WITH V.I.T. CSA CONTROLLER SUBASSEMBLY. TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. ® HUNTER SOLAR SYNC, (ET) SENSOR, MODULE, AND RAIN SENSOR. INSTALL PER MANUFACTURES RECOMMENDATIONS AND J 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE WIRE TO CONTROLLER. MOUNT ET-SENSOR ON 2" GALVANIZED PIPE, CLEAR OF ANY OBSTRUCTIONS. VERIFY EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PLANT / GROUND COVER EMITTER LEGEND COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. PLANT WATER TYPE USE: #OF EMITTERS /GPH ® N/A 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION N/A 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS LOW SHRUBS 1 - 5.0 GPH UJ T_ SHALL BE CARRIED OUT BY THE CONTRACTOR. LOW/ MODERATE SHRUBS 1 - 7.0 GPH AS APPROVED PVC PIPE 3/4" CLASS 200 AS LATERAL LINES 12" BELOW GRADE. K 18. BACKFLOW DEVICE SHALL BE INSTALLED BY C.V.W.D 19. ALL IRRIGATION EQUIPMENT QUICK COUPLER VALVES, CONTROL VALVES, AND SHUT-OFF VALVES SHALL BE INSTALLED MODERATE SHRUBS 1 - 10.0 GPH 4� - - - - - - - - - - AS APPROVED PVC PIPE 1-1/4" SCHEDULE 40 AS MAINLINES 18" BELOW GRADE. K � IN GROUND COVER AREAS WHEREVER POSSIBLE. DRIP SYSTEM NOTES: 0 0 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY J a N INSTALLED IN SCH 40 PVC SLEEVES,AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS AS APPROVED PVC PIPE SCH. 40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL L = N WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. C ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. SHRUB OR GROUNDCOVER. 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) K, L, M W ( 1W > •(U 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT }+ GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER L_ ^ a)1 OWNER'S AUTHORIZED REPRESENTATIVE. QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT NO SYMBOL 3M DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. M 0 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING W NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR WORK. © NETAPIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE, INSTALL FLUSH VALVE INSIDE A SEPARATE N a) OVER-SATURATION OF THE SOIL. 6" ROUND VALVE BOX. INSTALL MININIMUM ONE FLUSH VALVE IN EACH DIRECTION. INSTALL 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. -1--+ 1 OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE �J SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE EMITTER GPH SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT ® 0 NETA FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. GROWTH. PIM TLAVRV, AUTOMATIC AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX, (TAN O 0 COLOR IN D.G. AREAS AND GREEN IN TURF). INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE OR G.P.M. IS LESS THAN SHOWN ON PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. LEGEND,THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR UJ ^1 W LOW FLOW AND RADIUS CONTROL. 4-+ C) Cn 26, NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. ® WILKINS 500HLR, 1-1/4" PRESSURE REGULATOR ( SET PER PRESSURE CALCULATION ) P M 0 27. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN Operation and Maintenance Manuals: � Q OF THE SPRINKLER HEADS SO AS PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE Prepare and deliver to the City of Palm Desert Representative, prior to the start of maintenance, all required © AS APPROVED 3/4" DOMESTIC WATER IRRIGATION METER WITH A 1" SERVICE LINE,VERIFY SIZE, LOCATION, AND N/A (D and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four0SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE STATIC WATER PRESSURE IN FIELD, (INSTALLED, OWNED AND MAINTAINED BY C.V.W.D.)OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST individually bound copies. Describe the material installed in sufficient detail to permit qualified operating L _ personnel to understand,operate and maintain all equipment. Each manual shall include the following: ^^,, ` TO THE OWNER. ® AS APPROVED 1" BACKFLOW PREVENTION ASSEMBLY (INSTALLED, OWNED AND MAINTAINED BY C.V.W.D.) N/A O W CU 28. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL i. Index sheet indicating the Contractor's name, address and telephone number,fax number and e-mail O U BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL address. VJ NO SYMBOL V.I.T. STRONG BOX SBBC-30CR POWDER COATED BACKFLOW DEVICE ENCLOSURE. INSTALLED ON N/A BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. 29. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLED ii. Duration of guarantee period with guarantee forms. A POURED IN PLACE CONCRETE PAD. INSTALL PER MANUFACTURE RECOMMENDATIONS. Q UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR DRI-SPLICE ONLY. EXTRA HOT WIRE -2 PER EACH GROUP OF 5 WIRES - LABEL ALL SPARE WIRES AT BOTH ENDS. iii. List of equipment with names and addresses of manufacturer's local representatives. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: 30. COMMON WIRE -WHITE iv. Complete operating and maintenance instructions on all major equipment. Revisions 31. HOT WIRE - BLACK 32. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER CONTROLLER -WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) 33. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9 P.M. AND 6 A.M. 34. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, NOTE: THESE PLANS HAVE BEEN PREPARED TO IRRIGATION VALVE CALLOUT IRRIGATION NOTE CALLOUT INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE COMPLY WITH THE CALIFORNIA STATE WATER OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER EFFICIENT LANDSCAPE ORDINANCE AB1881. SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO VALVE NUMBER IRRIGATION CONSTRUCTION REFER TO WATER CALCULATIONS ON SHEET L5.2. INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE CONTROLLER 1 CALLOUT NUMBER. CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 35. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED 1 C 5 --G.P.M. Drawing Date OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. �" Epp' --APPROXIMATE LINEAR P.O.C. AND CONTROLLER April 4, 2013 36. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW 75E FOOTAGE OF DRIP TUBING �CALLOUT NUMBER. DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY OR APPROXIMATE QUANTITY Check By WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS I-- AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE OF DRIP EMITTERS ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN VALVE SIZE Drawn By THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR LA SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 37. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE Scale TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN Job Number 2520 THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 38. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE These plans have been reviewed by the Coachella Valley Water District APPROPRIATE GALLONAGE PROVIDED. wAT ER in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with �J�OSCgp�, the local governing agency(City or County). jam"�.1a�'uc #zeos/0�� Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE r n Q`STR�G' encroach into district and USBR Right-of-Way. Trees, plants,wails and I9natu�) -� permanent structures of any kind may not be planted or installed in IRRIGATION LEGEND 04/04/13 CVWD and USBR easements or Right-of-Way without first obtaining an AND NOTES (Date) encroachment permit from CVWD. 05/31/15 Q. NOTIFY DIG ALERT, A FREE qrF Exp. Date PUBLIC SERVICE PROVIDED CA�� o � f 2 Sheet Number BY UNDERGROUND SERVICE R I D G E Date VVaTerManagement Department ALERT OF SOUTHERN LANDSCAPE CALIFORNIA, @ 811 PRIOR TO FOR LANDSCAPE IRRIGATION PLANS - SEE SHEET L1 .1 ` ARCHITECT S FOR LANDSCAPE IRRIGATION NOTES & CALCS - SEE SHEET L2.2 L40426 ANY EXCAVATION 8841 Research Drive, Suite 200 CVWD Plan# FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L2.3 - L2.4 ` Irvine, CA 92618 eveopmentservic Dep rtment TWO WORKING DAYS BEFORE YOU DIG Tel 949 387 1 323 FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET www.ridgela.�om e� N QJ N a\J ~ QJ ■ ■ N PROJECT INFORMATION LMM" `- Existing Irrigation Notes APPENDIX A e t e= Landscape Documentation Package Checklist Project Name 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON Good Year Tire Store � � �SQr F- e� PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING Name of Project Applicant Telephone No. IRRIGATION LINES, HEADS,VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE Project Site: GOOD YEAR TIRE STORE Tract or Parcel Number: PARCEL MAP NUMBER: XXXXX Fax No. Gaud Year Tire � t CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BEe ` � Project Location: 34-700 MONTEREY AVE. PALM DESERT, CALIFORNIA Title Email Address • A t-- es= PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW x " __ L.A.. ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR RIDGE LANDSCAPE ARCHITECTS / Com an Street Address Maximum Water Allowance Landscape Architect/Irrigation Designer/Contractor: Company MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY .. DISCREPANCIES PRIOR TO COMMENCING WORK. City State Zip Code Input Zane 0 Included in this project submittal package are: (Check to indicate completion) a 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO WATER EFFICIENT LANDSCAPE WORKSHEET a Calculations Water Efficient Landscape Worksheet(Appendix B) �S ee COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START 1. Square Footage ee OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES, CONTROLLERS, METERS, HYDROZONE INFORMATION TABLE Water Budget Calculation (Appendix D) SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE Irrigation Point of Connection P.O.C. No. 1 Tree'& Shrub Square foot 786 2. Maximum Annual Applied Water Allowance: g ( ) rare foot 0 r CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE Turf Square DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE Conventional Landscape: 30.59 100 cubic feet/year Controller# Valve Circuit Plant Irrigation Area % of Total Square foot Cobble/Boulder 1142 0 LANDSCAPE ARCHITECT,AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. + Recreational Turf grass Landscape: 0 100 cubic feet/year(if applicable) No. Type(s)* Method** (Sq. Ft.) Landscape Area Total Waterfeature Square footage 0' NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE Maximum Annual Applied Water Allowance: 30.59 100 cubic feet/year C 1 C LW B 18 1 Total Landscape Square foot 1928 FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. 3. Estimated Annual Applied Water Use by Hydrozone: C 2C LW D 452 23 Zane Na. 1=trJ Water Adj. Total Conversion Factors Total 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND Turf grass Hydrozones: 0 100 cubic feet/year Factor Sq. ft. 0.62 748 MWA Recreational Turf grass Hydrozones: 0 100 cubic feet/year C 3C LW B 38 2 �.� APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE g y y 4 93.9 1 0.5 1 786 0.62 748 30.59' ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT Low Plant Hydrozones: 7.22 100 cubic feet/year C 4C MW D 501 26 SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. Moderate Plant Hydrozones: 12.49 100 cubic feet/year V1 High Plant Hydrozones: 0 100 cubic feet/year C 5C MW D 919 48 Water Features: 0 100 cubic feet/year Total Number of plants r49 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION Other Low Tree _: 1.39 100 cubic feet/year Total 1,928 100% Number of plants by water use %of Total Landscape' Square Footage EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, Estimated Annual Total Applied Water Use: 21.10 100 cubic feet/year 1 Low 26 . 0.531 417.06 ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL * Hydrozone **Irrigation Method 3 Mod` 18 r 0,367 288.73 BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. �4. EATAWU < MAAWA CST = Cool Season Turf MS = Micro Spray 6 Low Trees 5 ' 0,102 80.20 PLAN SETS WST = Warm Season Turf S = Spray Total 49 'Q 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING 5. Landscape Design Plan HW = High Water Use Plants R = Rotor IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR MW = Moderate Water Use Plants B = Bubbler Low Water Use Plants D = Drip Plant/Irrigalion System Type: Zone Irr. Eff. Area Seasonal Plant Factor:- SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING 6. Irrigation Design Plan LW - O = Other Spray/Bub/Drip 4 0.9 417' 1 Low Shrub WORK. 7. Grading Design Plan Season Zonal Eto Rant Area Conversion Factors Estimated V aftie Factor sq ft-: tr n2' 748 Rn Eff. Water Use -� 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION 8. Soil Chemical Analysis (optional) Spring 20.69 (}.2 417.06 Od2 743 0.9' 1.59 SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD Stammer 57.29 0.2 417.06 Q�2 74& 0 9 4 40 COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED Description of Project: (Briefly describe the planning and design actions that are intended to Fa(I=vVbater 1 15.97 1 0.2 417.06' 0,62 748 0.91.23 REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE achieve conservation and efficiency in water use.): TOTAL 93.95 7.22. OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING Drought-tolerant plants, and plants native to hot, dry climates have been utilized throughout the project, WORK. and evergreen canopy trees provide shade to help cool parking areas and peeple spaces. The irrigation Plant/Irrigation System Type: Zone, Irr. Eff. Area', Seasonal Plant Factor: system has been designed to maximize efficiency and ensure that water is applied only when and where Spray/Bub/Drip 4 0.9 288.735 3 Mod Shrub 7. CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. it is needed. In addition, decomposed granite mulch in all planted areas helps to conserve moisture by Season Zonal Eto Rapt Area Conversion Factors Estimated SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY limiting evaporation and maximizing water retention in the soil. Value Factor sq.ft 062 748 Irri,Eff: Water Use w T_ . OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S Spring 20.69 0.5 288.73 0.62 740 0.9 2.75 AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Date: 01/23/13 Prepared by: MARK JOHNSON Summer 57.29 0.5 288.73 0.62 748 0.9 7.62 Fall-Winter 15.97 0,5 288.73 1 062 748 0,9 1 2.12 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR TOTAL 1 93.95 1 1 1 1 1 1 12.49 o O UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL J = N VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR Plantfirrigation System Type: Zone I'rr. 'Eff. Area Seasonal Plant Factor: C TO COMMENCING WORK. Spray/Bub/Drip 4 0.9 80.204 6 Low Tree ^` Season Zonal Eto Plant Area Conversion Factors Estimated 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND Value Factor sq ft.' a2 748 Irri Eff vWpr Use U W > 0 HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE CONTROLLER SCHEDULING NOTE: Spring 20.69 0.2 80.20 Ong 748 0.9 31 }+ < C: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY £rr` C L >6 Q OWNER. Summer 57.29 t}.2 80.20 €��2' 748 0.9 0.85 ^, DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS Fall-venter 15,97 0.2 BO 20 2 748 0 0.24 W REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES a) y= 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER TOTAL 93.95 1.39 U L MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. WORK, AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE PROTECTED IN PLACE. SEASONAL IRRIGATION SCHEDULE Total Estimated Water Use 21.10 CCF �/ U 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE F o*�ect Ncr€:e: Atrai Palm Desert Cycles Per Darr: 1 < � O CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY Meter Nurnber: 41 Dcr;�. Per` eek: 6 TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL w W AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW Pval7.aatr�ansl iratio'n Rates: Irrigation: Eff€c iency {` ': -il.-O Q Cn CONDITION AS PART OF CONTRACT. Do Histor ca- 93.?0 Si eam Rotors: Winter Spring Sommer Fall Spray Heads: 0.65 Irrigation Pressure Calculation (D 12. ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO THE EXISTING, CONTROLLER SHALL BE Eto Per Day 0.13 O. 34 OA6 0.2.E feu b er '-'eads: 0 85 1 RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND Eto Per Seaton 10.3 27.2 3b.t 19.7 Drip 5y�tems: o,90 Meter o: 1 0 -a V E INSTALLATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND 'dcgl*.je g Irf ati:� SummerWinter Spring Summer Fall Stark W aater Press��re PSI: 115 psi O W (a . a°arrtit UPON COMPLETION OF WORK. Flat;` Ti�g Kc PR IE _ Run TTimesy y�,e (Deg, _ions Febi fkiar, Apr. Ma) (Jun, Jul, .Aug) (Sep, Oct, Nov) Valve No: 5C �^' I..^^ L.. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING 3 Shrub Drip� 0.30 0.48 0,90 ' 0.32 � 0,83 � 1.1 1 � 0.61 Hours Per Day Value Demand 2 GPM O W IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. Head: 0 FT Highest P-O.C. to Individual Valve Run Time 6.4 16.6 22.:3 12.1 Min. Per Day Maximum System Demand 2 GPM) M1 _ ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO '2 Tree Bubbler 0-20 1.,5,t': t1.8., [J.trS �),12 .-.17 rr.09 H+Hours Per Gay Eevation Change � _ COMMENCING WORK. individual Valve Run Tire 1.5 3 .7 5.0 2-7 Min. Per Day Los.ses. Total: 5 Total Run Times / 6 Days Per Week 0.37 0.95 1.28 0.7© Hours Per Day 3/4. ''' ate Meter I,0 psi 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING 1 Service line 0.5 psi CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING I" RP Bac kf over Device 12.O, si Revisions SCHEDULES THROUGHOUT CONSTRUCTION 1-1/2" Master Valve 1.0 psi l" glow Sensor 1.0,psi 15. CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT PLANT ESTABLISHMENT PERIOD IRRIGATION SCHEDULE Iso:ation Valves 0.5 psi IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, I" R.C.V. 3.3 psi SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE Project Name: Good Year Palm Desert Q,r<:es Per Day: 1 100 Fie' of 1-1I Mainline e SCH. 40 1.0 psi AT START OF WORK. kleter Number: 4t1 Dq s Per`41 eek: b Fttir€cg Loss. 10'7L 2.0 psi 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE Lateral Lane Loss 10 b 3.0 psi CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL Loss to Hi'ghest Head 0.0 Iasi Valve Irrigation l� Winter Spring Summer Fall DrawingDate CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED,THE CONTRACTOR SHALL HAND DIG Planting Kc PR Run Times T Quantity Type (Dec; Jon, Feb) (Mar-Apr, May) (furl, Jul, Aug) (Sep, Oct, Nov) Tota[Losse` 25 psi April 4, 2013 THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE 31 Shrub Dnp 0 30 0 48 rra 90 29 r73 99 54 Nt n. Per. Day DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT Head'Cperci ing Pressr_rre: 30 psi Check B Individual Valve Run Tifne t0inutes Per Deny 10 24 33 18 y WITH MOIST BURLAP UNTIL COVERED WITH SOIL. L Tree Bubbler 0.20 1.50 0.85 4 11 1.5 8 P.1'n. Per Dcy. Total Pressure Required: 55 psi Total ,tc-[c mess€are Available: 115 psi 5 Total Hour Run:Times ./ 6 Bays Per Week 0.55 1.39 1.94 t.03 !lours Per Day Drawn By Valves Rey�d€..€al Pressure: 60 psi LA Scale Job Number 2520 These plans have been reviewed by the Coachella Valley Water District WAT ER in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). �� .; % �. � Approve[ of this drawing by CVWD staff does not constitute approval to LANDSCAPE Q/STRIC;� encroach into district and USBR Right-of-Way. Tres, plants,walls and IRRIGATION LEGEND ( ynaturo permanent structures of any kind may not be planted or installed in 04/04/13 CVWD and USBR easements or Right-of-Way without first obtaining an AND CALCULATIONS 05/31/15 Q, encroachment permit from CVWD. NOTIFY DIG ALERT, A FREE Exp. Date 0 PUBLIC SERVICE PROVIDED CA�� / BY UNDERGROUND SERVICE R I D G E Sheet Number Date a er Management Department ALERT OF SOUTHERN - k L A N DSCAPE CALIFORNIA, @ 811 PRIOR TO FOR LANDSCAPE IRRIGATION PLANS - SEE SHEET L1 .1 'j ARCHITECTS 4 L40427 ANY EXCAVATION FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L2.1 8841 Research Drive, Suite200 CVWD Plan# i Irvine, CA 92618 eve opment Servic Dep rtment TWO WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L2.3 - L2.4 Tel 949 387 1 323 FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET = "' wwN+•ridgela.com WrV S.V � h , r �� LEGEND: e =1 I=1 I=1 - II I II II I II I II 11 2"MIN. I I=III=IIISIC LEGEND: 1. TREE TRUNK. I IE I I El I I 8�� wAX -- 2 I I�=I I I=I 4"MAX. g I I I=I I IF 1. PC DIFFUSER CAP _ _ I I I I I I I I- 2. TREE ROOTBALL. t v -I 1- III= 1 2. PC-XX, PRESSURE-COMPENSATING �T =1 I I-III � I-1 11- -1�I- 7 3. IRRIGATION POP-UP HEAD WITH MODULE SERIES. �. m 2 FLOW b SETAT�:OF SETAE TEDGE F BUBBLER NOZZLE -SEE LEGEND 2 `� m ROOTBALL FOR TYPE. 3 3. FINISHED GRADE ROOTBALL P 2 /N. 5 1 12 13 "MIN. 6 3 1 3 -__ _ _ 4 4. FINISHED GRADE. 4. ROOTBALL OF SHRUB OR TREE. s 3 4"MIN. -III'11 I=1 I=1 I I TI 1= -•�_ g 4 2 4 5. 2" LAYER OF MULCH, PER 1 11 =1 1=1 11 ROOD 1 I 1=1 I 5. MODEL PFR/FRA24, cV PLANTING PLANS. =I I I=I 4 PRE-ASSEMBLED 24" POLYFLEX ee 5 SECTION VIEW -III RISER ADAPTER. TRIM POLYFLEX 8 SECTION VIEW 7 6 5 6. IRRIGATION POP-UP HEAD-SEE III-�__- I . 5 RISER 3"ABOVE FINISHED GRADE. =1 I I- LEGEND FOR TYPE. =III.-III=III=III=I I _ LEGEND: LEGEND: I I I 6 11-111-111-11 I-I 1F I F 6 6. PVC SCH 40 SxSxT TEE/ ELL. _ 7. SCH 80 PVC THREADED RISER- 0 1. FINISHED GRADE. 6. NOMINAL SIZE SOLID BRICK (QTY. 4 1. BRASS OR COPPER PIPE FROM BACKFLOW DEVICE. TYPE AND DEPTH PER C.V.W.D. I I- LENGTH AS REQUIRED. 7. PVC LATERAL LINE PIPE, SEE REQUIRED -ONE AT EACH CORNER OF REQUIRERMENTS. I=III= 7 SPECIFICATIONS FOR TYPE AND C= 2. SCH 80 PVC NIPPLE - LENGTH AS REQUIRED. VALVE BOX). 2. BRASS OR COPPER , 45 DEGREE ELL- (2 REQ.). _ 7 8. PVC LATERAL, PER PLAN. DEPTH REQUIREMENTS. 3. PEA GRAVEL -MINIMUM 4" DEPTH. 12 I �_� I I= •• - 3. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS 7. LANDSCAPE FABRIC. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX). - - - 9. PRE-ASSEMBLED TRIPLE SWING REQUIRED (QTY. 2 REQUIRED). 5. LANDSCAPE FABRIC. 10 JOINT: HUNTER SJ SERIES (OR SECTION VIEW 8. PEA GRAVEL - MINIMUM 4" DEPTH. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR APPROVED EQUAL). LAY LENGTH V1 4. PVC MAINLINE -DEPTH PER SPECS. MAINLINE DEPTH. TO BE 6" MINIMUM, SIZE AS PER 9. BALL VALVE -SEE LEGEND FOR TYPE. 7. SCH 80 PVC T.O.E. NIPPLE - LENGTH AS REQUIRED (2 REQ.) SPRINKLER OUTLET. 5. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE INSTALL SHUTOFF HANDLE 8. FINISHED GRADE. SET TOP OF VALVE BOX %" ABOVE FINISHED GRADE IN TURF 11 g 8 USED TO RAISE MAINLINE FOR BALL VALVE PERPENDICULAR TO BOX LID. AREAS, AND 1-1/2" IN SHRUB/GROUND COVER AREAS. 10. SET ROOTBALL ON UNDISTURBED NOTES: WITHIN 12" OF FINISHED GRADE. (QTY. 4 9. CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT. NATIVE SOIL. REQUIRED) 10. PLASTIC RECTANGULAR VALVE BOX WITH 10. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, A. FOR SHRUBS USE PC-XX, PC MODULE SERIES (5.0, 7.0, OR 10.0 GPH PER OUTLET)WITH NUT, AND WASHER. HEAT BRAND "MV" ONTO LID. USE TAN IN COLOR FOR D.G. AREAS LOCKING COVER WITH STAINLESS STEEL SECTION VIEW 11. PVC SCH 40 TEE -SST OR ELL -ST PC DIFFUSER CAP. INSTALL WITH MODEL PFR/FRA, PRE-ASSEMBLED POLYFLEX RISER BOLT AND WASHER. HEAT BRAND "BW AND GREEN IN TURF AREAS. ON PVC LATERAL. ADAPTER. TRIM POLYFLEX RISER 3" ABOVE FINISHED GRADE AFTER D.G. COMPACTION. ONTO LID. USE TAN IN COLOR FOR D.G. 11. EPDXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR B. PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE, TYPICAL. AREAS AND GREEN IN TURF AREAS. TYPE. PROVIDE MINIMUM 24"WIRE EXPANSION COILS AT VALVE. 12. TREE PIT, PER PLANTING D. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL. NOTES: 12. SCH 80 PVC FEMALE ADAPTER(2 REQ.) NOTE: DETAILS. A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF 13. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. FINISHED GRADE. (FOUR REQUIRED) A. (2) BUBBLERS REQUIRED FOR 24" BOX TREES AND SMALLER. B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. NOTES: (3) BUBBLERS REQUIRED FOR 36" BOX TREES. PROVIDE EMITTERS QUANTITIES AND SIZE AS INDICATED ON IRRIGATION MATERIAL LEGEND. SHRUB: C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. (4) BUBBLERS REQUIRED FOR 48" BOX AND LARGER TREES. QTY. (1)ONE (5.0 GPH) EMITTER PER"LOW"WATER USE SHRUB. D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. A. USE SCH 80 PVC FITTINGS. QTY. (1) ONE (7.0 GPH) EMITTER PER "LOW- MODERATE"AND "MODERATE" WATER USE SHRUB. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE - INSTALL VALVE CENTERED IN BOX. B. SET TOP OF VALVE BOX %"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" B. A. PERCOLATION TEST TO BE DONE FOR DEEP WATERING, AND RESULTS QTY. (1) ONE (10.0 GPH) EMITTER PER"MODERATE - HIGH"AND "HIGH" WATER USE SHRUB. E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS, RETURNED TO LANDSCAPE ARCHITECT. F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. ABOVE MAINLINE DEPTH. W G BALL VALVE NOT TO SCALE E MASTER VALVE NOT TO SCALE C POP-UP TREE BUBBLER NOT TO SCALE A DRIP EMITTER NOT TO SCALE f 4-1 O 1 3 to �., 7 10 \ 11 3 J N -1 I I I I I=1 11=1 -IHr-1 L 11=11 I�11 4 I- IJ1�L�1 11= I I-I I-I - _ "' g =-_ 5 F =,ll1�J_I 5 =1I I _I III-III - _ 2 CU W ' -III-1 8 = I WF1T BLK III=III- LEGEND: 6 A L 15 8 =1 I l lil 1 I I I I I 11= 3 1 �_ � �+ O 2" MIN. g 1 1. METAL TREE GRATE. i ` (D14 4- V L_ 7 FLOW b 2. BUBBLER W/ADAPTER. 06 , Q) CU 13SEE LEGEND FOR fJ g 2" IN. SPECIFICATIONS. I C U 16 °. 2 SECTION VIEW 10 6 a"MIN. °: 2 3. SCH 80 PVC NIPPLE -(2) LEGEND: CCO 12 11 MIN. 00, WHITE n 3 LENGTH AS REQUIRED. 1 4 1. PVC PIPE MAINLINE -SEE w BLACK 011100- SECTION VIEW 5 4 ' ° ..°°. LEGEND FOR SIZE AND TYPE. O ^` FUSE SE XCZ-PRB-100-COM, (1")CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM I4 4. SPRING TYPE co OW XCZ-PRB-150-COM, (1-1/2")CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER �J FLOW . ° ANTI-DRAIN VALVE. Q �10 PIPE DIAMETERS _I SENSOR 5 PIPE DIAMETERS-s 5 2. REMOTE CONTROL VALVE �. DIMENSION'A' DIMENSION 'B' i _ _ _ _ _ LEGEND: I-III-III-I I I I-III-III- 5. FINISHED GRADE. 1 1 DRIP ASSEMBLY -SEE LEGEND NO VALVES REDUCERS _ 1. CONTROL WIRES WITH EPDXY-FILLED CONNECTIONS - PROVIDE 24" COIL OF WIRE AT VALVE. OR ELBOWS IN THIS AREA I I -I I-I I III-I - FOR TYPE. � 2. REMOTE CONTROL VALVE - SEE LEGEND FOR TYPE. -) I I-III-I I I 6 I-III= 6. APPROVED BACKFILL. ^_ % E 3. BASKET FILTER. EXAMPLE: FOR 1.5"FLOW SENSOR: =III=III III=I 7. MARLEX TxT 90 DEGREE 2 FOR TYPE. O STREET ELL-TWO (2) 1 3. FLUSH VALVE. SEE LEGEND O VJ I I=1 I I=1 I 1 I-1 I CU 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1' VALVE) (4 REQ. FOR 1-1/2 DIMENSION (A)= MINIMUM 15"VALVE) DIMENSION (B)= MINIMUM 7.5" I VJ 5. PVC SCH 80 NIPPLE - LENGTH AS REQUIRED, TYPICAL. LEGEND: 6. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT,AND REQUIRED. I 4. BACKBONE PVC PIPE LATERAL WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. USE TAN IN COLOR 1. PLASTIC RECTANGULAR VALVE BOX WITH 7. PVC MAINLINE TO MASTER VALVE -SEE LEGEND I -SEE LEGEND FOR TYPE. FOR D.G. AREAS AND GREEN IN TURF AREAS. BOLT DOWN COVER, USE STAINLESS BOLT FOR TYPE, SIZE PER PLAN. 8. SCH 40 TEE OR ELL 7. FINISHED GRADE -SET TOP OF VALVE BOX %"ABOVE GRADE IN TURF AREAS AND 2" ABOVE NUT AND WASHER - HEAT BRAND "FS" 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE SxSxT PVC FITTING SIZE 1 5. SHRUB EMITTER (TYPICAL), GRADE IN SHRUB /GROUND COVER AREAS. ONTO LID. USE TAN IN COLOR FOR D.G. AND FLOW SENSOR (2 REQUIRED). PER LATER LINE. 0I REFER TO DRIP EMITTER 8. PVC LATERAL LINE TO DRIP SYSTEM. AREAS AND GREEN IN TURF AREAS. 9. 1"SCH 40 PVC WIRE CONDUIT WITH SWEEP 8 1 DETAIL. Revisions 9. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 2. FLOW SENSOR-SEE LEGEND FOR SIZE ELBOW TO CONTROLLER LOCATION. 9. HARDSCAPE. 10. PEA GRAVEL - MINIMUM 4" DEPTH. AND TYPE. 10. FINISHED GRADE. SET TOP OF VALVE BOX %" 1 6. PVC PIPE DRIP LATERAL -SEE 11. LANDSCAPE FABRIC. 3. MAINLINE -SIZE PER FLOW SENSOR, ABOVE GRADE IN TURF AREAS AND 1-1/2" ABOVE O 70 LEGEND FOR TYPE. 12. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN)AND PVC SCH 40 ELL. LENGTH AS REQUIRED. GRADE IN SHRUB/GROUNDCOVER AREAS. 13. PVC MAINLINE - DEPTH PER SPECIFICATIONS. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, 11. EPDXY-FILLED WATERPROOF CONTROL WIRE 1 7. AIR RELIEF VALVE. SEE 14. PVC SCH 80 NIPPLE. (LENGTH S REQUIRED) ONE AT EACH CORNER). CONNECTIONS -SEE LEGEND FOR TYPE. I LEGEND FOR TYPE. 15. PVC SCH 80 ELL. 5. LANDSCAPE FABRIC. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT SECTION VIEW - NOT TO SCALE 16. CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT. 6. PEA GRAVEL- MINIMUM 4" DEPTH. FLOW SENSOR. r-0 NOTES: NOTES: A. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. I^ Drawing Date A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. April 4, 2013 B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. INSTALL FLOW SENSOR CABLE WITHIN V SCH 40 PVC CONDUIT AND WIRE F C. SET TOP OF VALVE BOX %"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2"ABOVE TO CONTROLLER. Check By FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE SCH 80 PVC FITTINGS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. SET TOP OF VALVE BOX 1/2"ABOVE FINISHED GRADE IN TURF AREAS AND PLAN VIEW E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE 1-1/2"ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. Drawn By LATERAL LINE DEPTH. LA H DRIP REMOTE CONTROL VALVE NOT TO SCALE F FLOW SENSOR NOT TO SCALE D BUBBLER ON RISER UNDER GRATE B TYPICAL DRIP EMITTER LAYOUTNOT TO SCALE Scale Job Number 2520 These plans have been reviewed by the Coachella Valley Water District WATER in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with �}JOSCgpF the local governing agency(City or County). J. f� e. UC fum Q � Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE % n /STR 1 G encroach into district and USER Right-of-Way. Trees, plants,walls and IRRIGATION DETAILS permanent structures of an kind may not be planted or installed in gnatun) p y y 04/04/13 CVWD and USBR easements or Right-of-Way without first obtaining an (Dais) encroachment permit from CVWD. 05/31/15 Exp. Date NOTIFY DIG ALERT, A FREE qTF of CA��F� PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE R I D G E Sheet Number ALERT OF SOUTHERN LANDSCAPE Date a er Management Department "0 CALIFORNIA, @ 811 PRIOR TO FOR LANDSCAPE IRRIGATION PLAN - SEE SHEET L1 .1 ARCHITECTS 1 L40428 ANY EXCAVATION FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L2.1 8841 Research Drive, Suite 200 cvWD plan# FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS - SEE SHEET L2.2 Irvine, CA 92618 eveopmen#Servie Dep rtment TWO WORKING DAYS BEFORE YOU DIG , i �, Tel 949 gel 1323L2 , 3 FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET Y_. ' www.ridgela,com '■■ttata ! � �� erJ W CV f V 2 1 C�1 = eti �+••� ., c _ III=1 I 1=1 III=1 I I- �, 3 =III-III 2" I N. _ _ = I I-III-III _- 2 _ _ III=1 I 1=I ::.:: ::A III=1 11= ~- ,� =1 I I=1 III=1 11= _ _ _ _ s I;III III-1 ' 1 11-1 I I-I I I : :::::: :: 8::: I-I I I-I I _ 2- M/N. _ -I I I=�I III-III-I . III-III- 3 -III-III=1 4. $ III III- 4 LEGEND: I I-III-III .:.:.:.:.:.:.:..:.:.:.:.:.:.:: . I-III-III I I=1 I I-III -1 III-III-I ..... . ................ ..... III=1 11= 4 1111111 I I I-I II-III-III :.:...:....... 1. LOW VOLTAGE WIRES -SEE I I= ! I I I-I I I-I III-III= 2,' MIN. LEGEND FOR SIZE AND TYPE. 7 I I-I I=I I :::::::::: I-I I=I I ►►►►►►►► ► 4 5 11 I-I 11=1 5 2. POLY TUBE PRE-FILLED WITH .... ■ I1=III=III ::: I-1I I=III 13 5 WATERPROOF GEL -SEE LEGEND 47 4.. 2 III=III . :: ....:�:::�::::::: FOR TYPE. I 1=III=III____- I=III=III 12 4"MIN. �. SECTION VIEW 6 III=1I1=1I1=1 11=1I1=1IIII F =I 1I=1 11=III= 11 LEGEND: 3. WIRE CONNECTOR. WIRES SHALL - Q BE PRE-STRIPPED OF %" OF THE 1O 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED INSULATION PRIOR TO INSERTION SECTION VIEW ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH. 80 NIPPLE, INTO THE CONNECTOR. TWIST 12 LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX. 3 CONNECTOR ONTO WIRES TO SEAT FIRMLY. DIMENSION A B 2. 6" PLASTIC ROUND VALVE BOAC, HEAT BRAND "ARV" ONTO LID. USE TAN IN T COLOR FOR D.G. AREAS AND GREEN IN TURF AREAS. 3/4"TO 3" IN SIZE 12" 18" 9 8 7 3. FINISHED GRADE. SECTION VIEW 4"TO 6" IN SIZE 18" 24" V1 SECTION VIEW 4. PVC PIPE FROM DISCHARGE HEADER, 1/2" SCH 40, LENGTH AS LEGEND: LEGEND: REQUIRED. 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY 9. PVC SCH 80 TEE OR ELL 1. FINISHED GRADE. CONNECTION. KEY MUST CLEAR VALVE BOX, AS 10. BRASS NIPPLE, 6" MINIMUM LENGTH 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED - EQUALLY 2. CLEAN COMPACTED BACKFILL. SHOWN. 11. NOMINAL SIZE SOLID BRICK SUPPORTS SPACED). 3. UNDISTURBED SOIL. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND (3 MINIMUM REQUIRED - SPACED add_ 4. PVC LATERAL LINE - SEE LEGEND FOR TYPE. "QCV" ONTO LID. USE TAN IN COLOR FOR D.G. EQUALLY). 6. LANDSCAPE FABRIC. NOTES: 5. PVC MAINLINE -SEE LEGEND FOR TYPE. AREAS AND GREEN IN TURF AREAS. 12. BRASS ELL- 2 REQUIRED. 6. CONTROL WIRES. 3. FINISHED GRADE. 13. BRASS NIPPLE, LENGTH AS REQUIRED. 7. PEA GRAVEL - MINIMUM 4" DEPTH. A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR 4. STAINLESS STEEL CLAMP -2 REQUIRED. 14. QUICK COUPLING VALVE WITH AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. 5. PEA GRAVEL - MINIMUM 4" DEPTH. LOCKING COVER -SEE LEGEND FOR 8. PVC SCH 40 ELBOW (SxT) OR TEE , 3/4" SIZE WITH 3/4" x 1/2" SCH 40 PVC 6. LANDSCAPE FABRIC. TYPE. SLIP BUSHING. B. DIRECT BURY SPLICE KIT MODEL#SA 101 SHALL BE USED TO 7. #4 REBAR -36" MINIMUM LENGTH. NOTES: ELECTRICALLY CONNECT 2-#14 AND/OR 1 -#18 PRE-STRIPPED NOTES: 8. PVC MAINLINE -SEE LEGEND FOR TYPE. COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM NOTES: A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. SHALL REQUIRE MODEL #SA102, A LARGER WIRE CONNECTOR. OTHER TRADES. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB AREAS, AND 1"ABOVE FINISHED GRADE IN TURF AREAS. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE @ 10' O.C. B. SET TOP OF VALVE BOX 1-1/2"ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. /SHRUB AREAS, SET %"ABOVE FINISHED GRADE IN TURF AREAS. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. W O DRIP AIR RELIEF VALVE NOT TO SCALE M WIRE CONNECTION NOT TO SCALE K PIPE INSTALLATION NOT TO SCALE I QUICK COUPLER VALVE NOT TO SCALE ry 00 FRONT VIEW 04 � J � N r� 2 2' IN. �,-1 2 1 I �I 2 Q� CU 1/2' 11 _ W Q �� s MAX 1=III=1 10 =_ .: 8,, ...: III- 2 _� _ 9 III=1 I III=1 24 36 I I=1 I F -III-III-I I�I I 2" WHIN. 4 - - 9 �+ O =1 I I-III - - 3 I n I I I Q) ti- 1 l-III-I 3 I I-III -III- 9 WJ I> I 3 I I I=1 I I III- 5 11= 8 - - 4 - g I i -i . I I-I I _ ca W.` P s 4 III=1 : I I=III I >* C� �" MIN. 6 �7 III=1 '� � . .. :a I=III 5 $ I I 11 � � 7 5 11 =III= III= II 12 4 III=III= =III=III III=1 III=1I1=III I I Q 6 IrIII O W 7 SECTION VIEW 110 9 8 _ N 00 e ,. 6 III-III LEGEND: CNN -SDI- II1=1II1 E LEGEND: 7 �I 111� .I 111I11� 0 a),� C� - 1. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, O CU NUT AND WASHER. HEAT BRAND "PR" ONTO LID. USE TAN IN COLOR FOR D.G. 1. ROAD PAVING. 6. WIRE SLEEVE. 10 5 W in AREAS AND GREEN IN TURF AREAS. �J �8 O n, 3. BRASS NIPPLE - LENGTH AS REQUIRED (2 REQ.) PIPE. LEGEND 0- : 2. FINISHED GRADE. 2. UNDISTURBED SOIL. 7. 6" DIAMETER OR GREATER SCH 40 PVC VJ SECTION VIEW 4. PRESSURE REGULATOR, SEE LEGEND FOR SIZE AND TYPE. 3. SAND BACKFILL. 1. ET SYSTEM SENSOR. Q (, 8„ �, 5. PVC MAINLINE TO MASTER VALVE. SEE•, SPECIFICATIONS AND TRENCHING DETAIL 8. 3" - 5-1/2" DIAMETER SCH 40 PVC PIPE. 2. GALVANIZED PIPE CAP. FOR MAINLINE DEPTH. LEGEND: SECTION VIEW 4. SCHEDULE 80 PVC PIPE. 3. 12' x 2" GALVANIZED MOUNTING PIPE. 6. 1/2" ROUND WASHED PEA GRAVEL- MINIMUM 4" DEPTH. 9. LESS THAN 3" DIAMETER SCH 40 PVC 4. POURED CONCRETE BASE . 7. NOMINAL SIZE SOLID BRICK (4 REQUIRED - ONE AT EACH CORNER OF VALVE BOX). 1. 6" PLASTIC ROUND VALVE BOX- HEAT BRAND 7W ONTO LID. USE TAN IN COLOR FOR 5. 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES Revisions 8. LANDSCAPE FABRIC. D.G. AREAS AND GREEN IN TURF AREAS. PIPE. 6. 1" PVC CONDUIT SWEEP FOR FLOW SENSOR CABLE. 9. BRASS UNION (2 REQ.) (VALVE SIZE)WITH REDUCING BUSH IF REQUIRED. 2. FINISHED GRADE. 10. CLEAN COMPACTED BACKFILL. 7. 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 10. PVC SCH 80 FEMALE ADAPTER (SxT) (2 REQ.) 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 8. ET SYSTEM MODULE. 9. CONTROLLER ASSEMBLY-SEE LEGEND FOR TYPE. 11. PVC MAINLINE TO BACKFLOW DEVICE, SEE SPECIFICATIONS AND TRENCHING 4. PVC LATERAL (OR EXHAUST HEADER). 11. PAVING (NON-ROAD). DETAIL FOR MAINLINE DEPTH. 5. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 10. (1)5/"X 8' COPPER GROUND ROD MINIMUM W/#10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED - EQUALLY SPACED). ROUND VALVE BOX- GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR 7. LANDSCAPE FABRIC. NOTES: SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. NOTES: 8. S X%" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 11. WATER PROOF EPDXY SEALANT AT CONTROLLER BASE. A. USE SCH 80 PVC FITTINGS. 9. AUTOMATIC DRIP FLUSH VALVE-SEE LEGEND FOR TYPE. A. SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE 12. POURED CONCRETE BASE -6" MINIMUM THICKNESS - EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF B. SET TOP OF VALVE BOX Y2"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2"ABOVE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER = 18" COVER, 3" -5-1/2" ENCLOSURE WITH Y% SLOPE FOR DRAINAGE - SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER. FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. DIAMETER = 24" COVER, 6" DIAMETER OR GREATER = 36" COVER-SCH 40 PVC Drawing Date C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUNDCOVER/SHRUB AREAS WHERE NOTES: PIPE. NOTES: April 4, 2013 POSSIBLE. INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUNDCOVER. A. INSTALL CONTROLLER AND ET SENSOR AS PER MANUFACTURER'S D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE RECOMMENDATIONS AND CITY REQUIREMENTS. Check By E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION B. SET TOP OF VALVE BOX 1-1/2"ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB BUNDLE CARRIED. 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR B. MOUNT ET SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, ABOVE LATERAL LINE DEPTH. AREAS,AND %"ABOVE FINISHED GRADE IN TURF AREAS. GREATER = 48"COVER -SCH 40 PVC PIPE. BUT NOT IN AN AREA THAT COULD BE VANDALIZED. VERIFY EXACT LOCATION IN C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. Drawn By LA P PRESSURE REGULATOR NOT TO SCALEg AUTOMATIC DRIP FLUSH VALVE NOT TO SCALE@ SLEEVE INSTALLATION NOT TO SCALE J CONTROLLER / ET SYSTEM NOT TO SCALE Scale Job Number 2520 These plans have been reviewed by the Coachella Valley Water District I wAT ER in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with t the local governing agency(City or County). L� Ur- 02M�� Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE - Q/STR I encroach into district and USER Right-of-Way. Trees, plants,walls and IRRIGATION DETAILS Stynaturo) permanent structures of any kind may not be planted or installed in 04/0.7 CVWD and USBR easements or Right-of-Way without first obtaining an (Date) encroachment permit from CVWD. 05/31/15 �Q Exp. Date NOTIFY DIG ALERT, A FREE F of CA��F� PUBLIC SERVICE PROVIDED C / Sheet Number BY UNDERGROUND SERVICE R I D G E Date a er Management Department ALERT OF SOUTHERN LANDSCAPE FOR LANDSCAPE IRRIGATION PLAN - SEE SHEET L1 .1 I ARCHITECTS CALIFORNIA, @ 811 PRIOR TO 8841 Research Drive, site 200 CVWD Plan# A40429 FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L2.1 1 ANY EXCAVATION Irvine,CA 92618 eve apmen#Servie Dep rtment FOR LANDSCAPE IRRIGATION NOTES & CALCULATIONS - SEE SHEET L2.2 E > Tel 949 387 1323 Two WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET ' "� www.ridgela.com L2m4 I I PROPOSED PLANT LEGEND �— i I BOTANICAL/ HYDROZONE " eti NOTE: DASHED LINE I SYMBOL COMMON NAME MIN. SIZE FACTOR QTY = e� e•�.� REPRESENTS LIMITS OF (E) PROPOSED IMPROVEMENTS (E) TREES e : _ I EXISTING TREES, PLANTS AND 36" BOX, LOW J ACACIA SMALLII / X, S � (E) <, ;f IRRIGATION IN ALL GATEWAY • (E) (E) I DESERT SWEET ACACIA (0.2) .t "COMMON AREAS I 24" BOX, STD. 2 D r` L' ( (@ F LTERRA UNITS) ,Y .. :� \t -� + NOTE: TREES ARE TO BE SINGLE TRUNK, SINGLE LEADER. ALL LOWER BRANCHES (ABOVE/ ROOTBALL)ARE TO REMAIN INTACT TO DEVELOP TRUNK CALIPER. NO RAISED CANOPIES WILL BE .� ALLOWED. r � MIN. SIZE/ LAM_ SPACING HYDROZONE QTY ......... __.._ ... .... _.. D _ _ ___......_ _ _ __......... _.._...._ ,. ,._. .., •,v,, RUBS AND GROUND COVER TOP C== CALLISTEMON V. 'LITTLE JOHN'/ 5 GAL./ MODERATE 9 ,..._.. O DWARF BOTTLE BRUSH 3 O.C. (0.5)I o 05 � • HESPERALOE PARVIFLORA/ 5 GAL./ LOW 21 p ( O RED YUCCA 3' O.C. (0.2) F O.. ❑ ❑ ❑ p 13 I (NOTE: PROVIDE 50/50 MIX OF RED AND YELLOW BLOOMS) _ I �� `.• _ o 0 0 0 0 ' I ANA'NEW GOLD' / 55 GAL. / MODERATE 9 �♦ LANTANA O.C. (0.5) ' I LEUCOPHYLLUM C. 'THUNDER CLOUD' / 5 GAL. / LOW 5 I • VIOLET SILVERLEAF C ( ) 1 5' O. 0.2 ...._ ❑ PROPOSED ❑ , "_..... • I DECOMPOSED GRANITE MULCH, COLOR'SANGRIA' BY SOUTHWEST BOULDER AND VA • BUILDING STONE -TO MATCH EXISTING, APPROVED MULCH FOR GATEWAY � A • I DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, • '' I SHEET L4.1, FOR ADDITIONAL INFORMATION. I \\ • NOTES: I Dol. I ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. ' ( ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE W, SHEET L4.1. {r \\ (E) • I ALL PLANTER AREAS SHALL RECEIVE A MINIMUM 2" LAYER OF DECOMPOSED I GRANITE MULCH AND AUTOMATIC DRIP IRRIGATION. DECOMPOSED GRANITE TO :.................... ❑ n . BE 3/8" MINUS WITH 11% FINES WETTED AND COMPACTED TO A FINAL 2" DEPTH. El I ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE ' I ^ �• j;' I ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS ( BOXES. n ALL PLANTS /TREES ARE SUBJECT TO REJECTION OR APPROVAL BY CITY LANDSCAPE INSPECTOR. 4_+ " I Q 0 SOIL SAMPLE LOCATION �` `� I N ALL SHRUBS TO BE A MINIMUM OF TOFF OF HARDSCAPE. I � J � N EXISTING PLANT LEGEND > .ca : .. I SYMBOL BOTANICAL/COMMON NAME SYMBOL BOTANICAL/COMMON NAME _.. r NOTE: n ^ E i EXISTING TREES MARKED WITH AN (E)ARE TO BE PROTECTED IN PLACE. 36" BOX 24" BOX 24" BOX Q r —— — , O ' +• I CIA STENOPHYLLA/ PARKINSONIA HYBRID 'AZT'I `v n ITRASHI ACACIA / O I _ _ � I • SHOESTRING ACACIA � AZT'THORNLESS HYBRID PALO VERDE Q 36" BOX O O L -- - J ` _ r (E) E III t!1 ^ ^. n. O ^ n n ^ I o0 0 o I � o OLEA EUROPAEA'SWAN HILL / • WASHINGTONIA ROBUSTA/ 0000 000 °° I (E) FRUITLESS OLIVE MEXICAN FAN PALM 0000 goo M _ oo a oo I (E) CU CONCRETE RIBBON GUTTER PER FILTERRA UNIT PER CIVIL EXISTING SHRUBS AND GROUNDCOVER: O CIVIL ENGINEER'S PLANS ENGINEER'S PLANS /.__.\ I RRA UNIT PER CIVIL CURB INLET PER CIVIL � AGAVE AMERICANA CENTURY PLANT 5 �: FILTE ENGINEER'S PLANS ENGINEER'S PLANS ` j ARTEMISIA SPP. /NCN Revisions NOTE: PROTECT-IN-PLACE EXISTING TREES, PLANTS EXISTING POST-TOP I DALEA GREGGII /TRAILING INDIGO l 4 AND IRRIGATION IN ALL LIGHT FIXTURE, TYPICAL EXISTING FIRE { :. GATEWAY"COMMON AREAS" HYDRANT i \ 1 HESPERALOE PARVIFLORA/RED YUCCA E • LANTANA'NEW GOLD'/ LANTANA `3• � • v �' i • \S To P ROSMARINUS O. 'PROSTRATUS'/ ROSEMARY Drawing Date STOP ' April 4, 2013 (E) (E) (E) I r, ' SENNA ARTEMISIOIDES /FEATHER CASSIA Check B (E) (E) STOP I -4`' y LANDSCAPE TABULATIONS WATER CONSERVATION NOTES NOTE OF COMPLIANCE : Drawn By LA SITE COVERAGE: THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT: THIS LANDSCAPE SHALL COMPLY Scale TOTAL SITE AREA = 54,735 S.F. (1.26 ACRES) WITH CVWD AND CITY OF PALM TOTAL LANDSCAPE AREA - 10,057 S.F. (.23 ACRES) WATER CONSERVING PLANTS,AND PLANTS NATIVE TO HOT, DRY SUMMERS UTILIZED IN ALL PLANTED � O 5 10 20 �'0 Job Number PERCENTAGE OF LANDSCAPE AREA= 18.4% AREAS. DESERT S WATER EFFICIENT 2520 LANDSCAPE ORDINANCE. ° USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON AMOUNT OF WATER NEEDED TO These plans have been reviewed by the Coachella Valley Water District LANDSCAPE NOTES SUSTAIN THEM. �A-�E�-y in accordance with California Government Code, Section 65591 et seq. ° 3 ° NOTE: TREES, PLANTS, WALLS, requiring efficientlandscape and irrigation design in cooperation with ° NO SHRUBS TO BE PLANTED WITHIN THE ROOT ZONE OF TREES. DECOMPOSED GRANITE MULCH UTILIZED IN ALL PLANTED AREAS - / MINUS WITH 11 /o FINES WETTED SIDEWALKS AND PERMANENT the local governingagency(Cityor Count AND COMPACTED TO A FINAL 2 DEPTH , COLOR'SANGRIA BY SOUTHWEST BOULDER AND STONE, TO S R MATCH APPROVED D.G. FOR GATEWAY. STRUCTURES OF ANY KIND SHALL NOT �i P`��"�' �� Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE ° PROVIDE A MINIMUM 5'-6" CLEARANCE OF TREES TO BUILDING AND HARDSCAPE ELEMENTS. M �^ plants,walls and BE PLANTED INSTALLED OR BUILT IN n �/.STRtG encroach into district usBR Right-of-Way. Trees, p PLANTING PLAN ° IRRIGATION SYSTEM WILL UTILIZE A"SMART CONTROLLER" THAT WILL AUTOMATICALLY UPDATE THE ( ynaturo) permanent structures of any kind may not be planted or installed in ° PROVIDE A MINIMUM 3'-6" CLEARANCE OF SHRUBS TO BUILDING AND HARDSCAPE ELEMENTS. CVWD AND USBR EASEMENTS OR 04I04/13 CVWD and USER easements or Right-of-Way without first obtaining an WATERING SCHEDULE TO ALLOW FOR CHANGES IN WATER NEEDS THROUGHOUT THE YEAR. Me encroachment permit from CVWD. RIGHT-OF-WAY WITHOUT FIRST s�• 05/31/15 Q. .9T Exp. Date ° HYDROZONES BASED UPON 'LANDSCAPE PLANTS FOR WESTERN REGIONS' BY BOB PERRY. IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT HYDROZONES OF THE LANDSCAPE ON OBTAINING AN ENCROACHMENT F OF �at�.�FC� SEPARATE VALVES. PERMIT FROM CVWD. f� Sheet Number AGRICULTURAL COMMISSIONER'S NOTE: ° IRRIGATION DESIGN SENSITIVE TO SLOPE FACTORS,AIR TEMPERATURE AND EXPOSURE. R I D G E Date a er Management Department nw' LANDSCAPE fi . ARCHITECTS DROUGHT TOLERANT AND NATIVE PLANT SPECIES SHALL BE PREFERRED OVER NON-DROUGHT ° LANDSCAPE WATER USE CERTIFICATION WITH SUPPORTING DATA IN COMPLIANCE WITH STATE OF 4 AV 74 L40430 TOLERANT OR NON-NATIVE SPECIES; HOWEVER, THE QUANTITY AND EXTENT OF THESE SPECIES SHALL CALIFORNIA WATER EFFICIENCY ORDINANCE FOR APPROVAL SHALL BE SUBMITTED TO THE CITY AT f 8841 Research Drive, Suite 200 CVWD Plan# DEPEND ON THE PROJECT'S CLIMATIC ZONE. ALTERNATIVE TYPES OF LOW VOLUME IRRIGATION ARE THE FINAL INSPECTION. , Irvine,CA 92618 eve npment Servic Dep rtment ENCOURAGED TO BE USED IN ORDER TO CONSERVE WATER. REVIEW OF THE LANDSCAPING AND Tel 949 387 1323 IRRIGATION PLANS AND APPLICABLE WATER UTILITY FOR THE ABOVE STANDARDS MAY BE REQUIRED www.ridgela.com ° AN AUTOMATIC IRRIGATION SYSTEM WILL BE PROVIDED. PRIOR TO PLANNING DEPARTMENT APPROVAL. e•.a e W trV i"�.1 PLANTING NOTES PREVAILING WIND � � ■ <tV A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. ioN ..c s C:6 ee B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS x PLAN VIEWPRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES.C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH `� = +cWTHE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY / / / \ JQv LEGEND: 4 � FROM THOSE SHOWN ON PLAN. — ! !� !� �� •� �v 1. BLACK RUBBER "CINCH-TIE" (4 TYP.), PER v, SPECIFICATIONS. ATTACH WITH ROOFING NAILS. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD a" CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL o,EQUAL 2. LODGE POLE PINE STAKE (2 TYP.), PER LA—D BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO ■ ce NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. NOTES ^ DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER. NOTE: F—{�1✓) E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM A. ALL SHRUBS /GROUND COVERS SHALL BE PLANTED LOWER BRANCHES 3. WATERING BASIN, 3" MINIMUM DEPTH. 0 DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE TO REMAIN INTACT 2 RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED INDICATED ON PLANS. SEE LEGEND FOR SPACING 4. FINISHED GRADE. C= UTILITIES. REQUIREMENTS. 7 9 3 5. BACKFILL WITH NATIVE SITE SOIL, AMENDED PER SOILS REPORT RECOMMENDATIONS. ANY AND ALL F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, $ 4 i� AMENDMENTS SHALL BE FROM COMPOSTED GREEN T TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY WASTE. SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. I I II �ti C N D V E R SPACING =11I I-111- I = 6. EXISTING UNDISTURBED NATIVE SOIL. H R B & G RO U CO NOT TO SCALE z 1II 5 G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. I III 7. SET TOP OF ROOT CROWN AT FINAL GRADE. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVALEl :III III= PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR OI IIII III I II—III=III II= 8. ADJACENT HARDSCAPE (WHERE OCCURS). ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. n _ II=III- IM 11 I T� 1 I�I-I�I I I 9. ARBOR-GARD TRUNK PROTECTOR FOR TREES H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES EE SPEC. LOCATED IN TURF AREAS. 6 TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION & HAVE SAMPLES TESTED BY JIM 2 X D/AMET R SURABIAN, (760) 200-4498, OR SIMPLOT PARTNERS, (760)837-0040, FOR AGRICULTURAL OF ROOTBALL NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. SUITABILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2)24"TO 0, NO ROOTBOUND OR SPIRAL ROOTS. 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER SECTION LOCATION AND DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY AND ALL BACKFILL MIX MUST BE COMPOSTED GREEN WASTE FROM A COUNTY-LICENSED COMPOSTING FACILITY. IT CAN BE "MIXED"TO MEET THE RECOMMENDATIONS OF THE SOILS TEST RESULTS. A TREE PLANTING & STAKING NOT TO SCALE I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. W � J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 1 K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING O }+ PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND O APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF 2 J N EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED 1 � DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT 7 3 a) MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY > ■�_ _—�I— III=- BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH — ROOTBALL 4 UJI SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE =I I II I II I I =_ OWNER. 5 —III W > O L. ALL TREES TO BE SINGLE TRUNK, SINGLE LEADER, AND LOWER BRANCHES (6" FROM ROOTBALL I I—� I I= (D CU AND ABOVE) SHALL BE INTACT - NO RAISED CANOPIES. = I I=I I I=I I I—III � 2 X D/A. co C U M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OF ROOTBALL 6 O OWNERS AUTHORIZED REPRESENTATIVE AND TO THE APPROVAL OF THE CITY. Uj 2 LEGEND GALLON SIZE CONTAINER PLANT �>.. � N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED 1. ONE THROUGH FIVE O SPACING SHALL TAKE PRECEDENCE. Co`v Q 2. PERMANENT WATERING BASIN - MINIMUM 4" DEPTH. REMOVE BASIN O. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR AFTER MAINTENANCE PERIOD. Q LL _ GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE 3. FINISH GRADE O ^_1 SPECIFIED ON CENTER SPACING. W CU 4. BACKFILL WITH NATIVE SITE SOIL, AMENDED PER SOILS REPORT O (� \ P. INSTALL GROUND COVER AND/OR SHRUBS WITH TRIANGULAR SPACING UNLESS OTHERWISE RECOMMENDATIONS. ANY AND ALL AMENDMENTS SHALL BE FROM VJ INDICATED. COMPOSTED GREEN WASTE. WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. V Q. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND 5. ROOTBALL OF PLANT-MUST NOT BE ROOTBOUND. LOOSEN ANY UNIFORM. TIGHT-PACKED ROOTS. 6. EXISTING SOIL Revisions R. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. 7. TOP OF ROOT CROWN TO BE AT FINAL GRADE. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING OF TREES TO ENSURE STABILITY IF NEEDED. B SHRUB PLANTING NOT TO SCALE T. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FOR LANDSCAPE PLANTING PLANS, SEE SHEET L3.1 Drawing Date FLATTED GROUNDCOVER AND SODDED TURF. FOR LANDSCAPE SPECIFICATIONS, SEE SEPARATE BOOKLET. April 4, 20�3 Check By Drawn By LA Scale Job Number 2520 These plans have been reviewed by the Coachella Valley Water District \NAT ER in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with ��ND6Cgp�. the local governing agency(City or County). " uc. fseo��0 � Approval of this drawing by CVWD staff does not constitute approval to LANDSCAPE Q/STRIG� encroach into district and USSR Right-of-Way. Trees, plants,walls and PLANTING DETAILS (Signature) permanent structures of any kind may not be planted or installed in 04/04113 CVWD and USSR easements or Right-of-Way without first obtaining an (Date) encroachment permit from CVWD. �� 05J31115 .9�, s NOTIFY DIG ALERT, A FREE F of zp.cA a PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE R I D G E ! Sheet Number Date a er Management Department ALERT OF SOUTHERN <�� LANDSCAPE �171 . ;i ARCHITECTS CALIFORNIA, @ 811 PRIOR TOf a t ( 8841 Research Drive, Suite 200 L4043 1 ANY EXCAVATION cvwD Plan# ' Irvine, CA 92618 sve opment Servic 1Dep rtment ' Tel 949 387 1 323 TWO WORKING DAYS BEFORE YOU DIG www.ridgela,com 1 L4n