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Home My WebLink AboutBradhering - Harris Residence_1 9N UST Me:. AL OA SS. O, C mn T E S 4n= A, 615 INDIAN COVE 'fib `H wV3 PALM DESERT,CA 92260 LANDSCAPE ARCHITECTS, INC. n y 73061 EL PASEO SUITE "210" PALM DESERT CA (760) 568-3624 FAX (760) 773-56 5 E-MAI g a@ ga-p ..'% ., .ry.. _., ...., ...*•-.,4r.z � `..Fs z:Mx ,., �.. s .,h7^arC .n=-e..., , r a J \li INDEX: WATER CONSERVATION STATEMENT: PREPARED FOR: —T Landscape Documentation Package Checklist C CONSTRUCTION PLAN L-1 ■00 Brad hering-Harris Residence(IRA Spec.) INDUSTRIAL ROAD ASSOCIATES Tract or Parcel Number: Tract 25296-9 615 1 N D IAN COVE DIMENSION PLAN L-1 .20 Assessor's Parcel Number(APN): 652-340-007 U. PALM DESERT CA 92260 � CONSTRUCTION DETAILS L-2.00 � L 2.01 Project Location: Lot 1,Andreas Canyon Dr. Bighorn GC, Palm Desert, CA ,r rsEz e,Y, CONSTRUCTION SPECIFICATIONS L-2.10 "�"�� ` �'� Landscape Architect/Irrigation Designer/Contractor Ne f RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca. r�"'i .'r- � IRRIGATION PLAN L 3■00 � � r ,° rTa — APPROVED — r-.�. f � N0 DA C A .F 7A IRRIGATION DETAILS L-4.00 Included in this Landscape Documentation Package are: L LANDSCAPE PACKAGE IRRIGATION SPECIFICATIONS L-4.10 DA X 1. Water Efficient Landscape Woricsheet LANDSCAPE MANAG '` e PLANTING AND LIGHTING PLAN L-5.0 0 WATER BUDGET CALCULATIONS PLANTING DETAILS L-6.00 X 2. Maximum Applied Water Allowance. (MAWA): PLANTING SPECIFICATIONS L 6■1 0 Cl Turf grassonal Landscape: 226.35 100 cubic feet per year - Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 226.35 100 cubic feet per year THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION TO THE CITY AND CITY OF PALM DESERT (MAINTENANCE L-9.00 X 3. Estimated Total Water Use byHydrozone: AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE Very Low Plant Hydrozones: 0 100 cubic feet per year AND INSPECTION SCHEDULE Low Plant Hydrozones: 46.20 100 cubic feet per year AND SUPPLY A WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT. Moderate Plant Hydrozones: 122.50 100 cubic feet per year THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER THE SPECS, ONCE THE High Plant Hydrozones: 0 100 cubic feet per year Turf grass Hydrozones: 0 100 cubic feet per year INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER AUDIT. Recreational Turf grass Hydrozones: 0 100 cubic feet per year Annual Color 0 100 cubic feet per year W Water Features: 4.88 100 cubic feet per year AN AGRICULTURAL SOILS TEST AND SOILS REPORT MUST BE COMPLETED PRIOR TO LANDSCAPE Estimated Total Water Use(ETWU): 173.58 100 cubic feet per year INSTALLATION. SOIL AMENDMENTS MUST BE INSTALLED PER SOIL REPORT RECOMMENDATIONS X 4. ETWU< MAWA USING LOCALLY SOURCED MATERIAL. PLAN SETS X 5. Landscape Design Plan fRE V I S f ON Iq I REVISIONS DESCRIPTION INITIALS DATE X 6. Irrigation Design Plan UA 7. Grading Design Plan 8. Soil Management Report U) VICINITY MAP. I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: 12/20/2012 Applicant: Luke Taylor CVWD ENGINEERING APPROVAL STANDARD SYMBOLS AND PROD. NO.: R1233 0a ABBREVIATIONS DATE: DATE 12/21 /12 JAI SPECIFICATIONS all Q' LIMIT OF WORK HDR HEADERBOARD M ALIGN ALIGN ACCORDINGLY SHEET BOOK ❑ Cq � T SI-IFFY MATCHL INE TYP. PA PLANTING AREA N MESA DRIVE 4� MOUNDING ( NOT TO EXCEED 3:1 ) CENTER LINE +12 HIGH POINT OF MOUND ( IN INCHES ) PROPERTY LINE R RADIUS KEYNOTE SEE MASTER LIST ON SHEET DN DOWN RISERS O EQ EQUAL CVWD LANDSCAPE APPROVALBIG HORN SITE WS WATER SURFACE LEVEL Underground Service Alert W ?� DETAIL NUMBER MIN MINIMUM 9 � E,p These Glans have been revt€:�.ve;r:1 by tf�r=C,J�Ir�h�tla sdali4.y t�^or�t�r CJistri�t in '�- accordance with C aliforrria [_overnenint Code, .Seciion 65 91 et seq. ■■ GOLF CLUB y� SHEET NUMBER COL COLUt-N q� '�' ra T � � ■ HP HIGH POINT o Call: TOL1 FREE \t4 requiring efficient landscape and irrigation design;in cooperation with#-ie �Py `�P A EXPANSION JOINT lacal go agency LP LOW POINT � � - � y{City�,r County), DIA DIAMETER 811 �p y0� 0 SCORE JOINT CONT CONTINUOUS ' `( f 1 C Approval of this drawing by CV'NU stattdoes not Gonstitute approval to P HT HEIGHT 4P cp Q ertcrozach into district jind USBR Rights-of Way. Trees,plans,walls,and POINT OF BEGINNING FOR DIMENSIONING SIM SIMILAR �9 TWO WORHING DAYS BEFORE YOU DIG N:8- 13 Q� permanent tru+Lures of aaay f '��find may not oe planted of installed in CVWD �■■� >' Q O.C. ON CENTER F p arid tJSEiR��at�mrx€tt fir right-o#-y��Ee'1 u�ilttuui first r_it�t.ilriint�an DIRECTION OF SLOPE. 196 MIN. ON HARDSCAPE pG DECOMPOSED GRANITE D CA1.�F en�roat:hrnerot permit frotf ';/.1%sf�, �-LIr ELEVATION DETAIL C R Chat __WATER t;]Af IAG MINT DEPAR�fN r , nIZSE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED NORTH BY RGA, INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED ffi ANY WAY 1TMOUT THE EXPRESSED WRITENJ I ce ix CONSENT OF RGA, INC. © 'Iz LANDSCAPE ARCH. CVWD Ran# rJ6EV O)K1,4ONT.5k !I W 1,DF`PAhTts4 NT IRRIGATION SCHEDULE SYMBOL MAN UFACTUKER/MODEL/DESCKIPTION P51 GPM RADIUS DETAIL REMARKS 1402 1408 0 O A ■ Rain Bird 1800-1400 Flood 30 .5 O 1 1401 14" Flood Bubbler on fixed riser Area to Receive Dripline 20 G GPH 0 G Rain Bird XF5-OG-1 2 (15) XF5 Sub-Surface Pressure Compensating Landscape Dripline w/Copper Shield Technology. O.GGPh emitters at 1 2.0" LANDSCAPE ARCHn ECT sal , INC. O.C. Dripline laterals spaced at 18.0" apart, with emitters 73= EL PASEO, SUITE W offset for triangular pattern. UV Resistant. PALM DESERT, CA 92260 Not Shown Rain Bird Xeri-Bug Emitters 30 1-2 GPI-1 O J (760) 568-3624 FAX For Clarity Use XB-I OPC-1032 Emitters on plants that are Low and Low/Moderate water use. r7�� 773- 5 Use XB-20PC-1032 Emitters on plants that are Moderate to High water use. See planting legend for Plant Water use requirements. E-MAIL- rgaerga-pd eolm `5) Toro FCH-h-FIPT L Automatic Flush Valve, plumbed to flush Imes at the end if drip pipe runs. Rain Bird XCZ-LF-100-PRF K Drip Control Kit, I" Low Flow valve, 3/4" pressure regulating RBY filter and 301951 pressure regulator. Ram Bird PEE, C Z I", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating Capability, Globe Configuration. A9 ® Al Champion 1-401 LK E 1 7 5 Brass Loose Key Inverted Nose C 1„ Close Bib, 3/4" male to 112" Q Z female pipe. 7 O All �i Nibco T-FP-GOO D ` 1° 2.9 Class 125 bronze full ported ball valve, same size as pipe diameter. A8 �► 44" Q OMV Superior 3 100 1" �_ .� Normally open design, solid brass construction, electric. 1" 2.2 �� 44. 44. co ❑A Ram Bird E5P8LXMEF with (02) E5PLXM5M4, ETC-LX, and RSD-BEx B 0000NOW44• 44" #" Z I G Station Commercial Controller. Mounted on a Plastic A6 A7 0000000 #- Wall Mount. Flow Sensing and Water Management Capabilities. Install Rainbird ETC-LX ET Manager Cartridge and 1° 2.2 1" 0.7 R B ainbird RSD- Ex Rain Sensor. _ F$ Rain Bird FS-100-8 F JA5 /�~ _ - - \ \ / / / / _ _ - � , ca U O I" Flow Sensor for use with Ram Bird Maxicom, SiteControl, �� -(682 - / / a. w and E5P-LXD Central Control Systems. Brass Model. Suggested Operating Range of 2.0 GPM to 40.0 GPM. __ - Sensors should be sized for flow rather than pipe size. / / - - - i _ _� - - /\Q) -- - M 3/4" b Water Meter to e installed b CVWD. � - - �.- • Uj 44 • o Q 0 co 19F a Febco 825Y I" A - - - ' / / `° \ 1l4' �� Uj Reduced Pressure Backflow Preventer / - / / - / F Irrigation Lateral Line: PVC 5CH 40 (SEE PLAN FOR PIPE SIZING) O -Irrigation Mainline: Pipe up to 1-112" to be PVC 5CH 40, O // // 9J�" 0 - 44 Pipe 2 and larger to be PVC Class 3 15. -Pipe Sleeve: PVC Schedule 40 O Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x 0. Dia. of irrigation pipe to allow for irrigation pipmg and their related couplings to easily slide through sleeving material. Extend sileeves 18 inches beyond edges of paving or construction. Valve Callout # -- Valve Number #11 # Valve Flow WATER / Valve Size - - / FEATURE CRITICAL ANALYSIS 44" / Generated: 2013-0 I -04 12:30 P.O.C. NUMBER:0I I - Water Source Information: - / W FLOW AVAI LADLE / Tanningxjv.�/�/, I 3 Water Meter Size: 3/4" Shelf / M Q W Flow Available: 24.00 gpm i/ • / Po-0 C POTABLE IRRICsAT10N Pool �4' ' WATER DIETER TO BE PRESSURE AVAILABLE _ INSTALLED BY CVWD. Static Pressure at POC: (50.00 psi ® \ 4e" / Elevation Chan9 e: 5.00 ft I / / I Z SPECIFICATIONS Service Line Size: 1 114" ). Co ed � Length of Service Line: 20.00 ft er Livin Z SHEETE BOOK ❑ Pressure Available: 77.00 psi ' U JOB CAPTAIN: RP DESIGN ANALYSIS Maximum Station Flow: 12.00 gpm DRAWN' LT / Flow Available at POC: 24.00 gpm / SAM// Residual Flow Available. I gpm / o W CHECKED " Critical Station: A5 ' r� Design Pressure: 30.00 psi 1 �� 1� io PROD. NO: R1233 Loss Elev. high head to valve: 0.00 psi ' e Loss Critical head: 1 .37 si IRRICs,4TION Q DATES 12/21/12 Pi I �� p � SCALE 11-10'-0' Loss Fitting Factor: O. 14 psi Loss through Valve: 2.02 psi B� IRRIGATION CW Pressure Red. at Critical Station: 33.52 psi Loss for Fittings: 0.23 psi /I. TOR TO BE UTILITY� VI AREA I RESIONS NR #. - Loss for Main Line: 2.3 I psi / Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 12.00 psi , 'ArtfficiatTurf Loss for Master Valve: 1 .05 psi y FS 44 - - Loss for Water Meter: 2.20 psi Critical Station Pressure at POC: 5 1 .3 1 psi 1 ' ® ® 00 Osow S ALE: 1'i = 1 of-011 Pressure Available: 77.00 P51 ' / •�� Residual Pressure Available: 25.G9 psi ' ► - - 44" �.� 44" 44. GRAPHIC SCALE A 1 30' 20' 10' S 0 Fire t r • - ' - - A2 1° 9.5 - CVWD LANDSCAPE APPROVAL - ' 44 -- A3 1° 17.5 These plans have been reviewed by the C achella Valley Water District in - accordance with California Governemnf Code,Section 65591 et seq. E�' requiring efficient landscape and irrigation design in cooperation with the 6,,� � T y ,� � � � SHEET NO: lie A4 - (6�6) ' local governing agency(City cir County). _- �r t Approval of this drawing by CV1.10 staff does not constitute approval to encroach into district and 1 S8R Fights-of-Way. Trees,plans,walls,and permanent structures of any bind may not be planted or installed in CVWD - - and USBR easoments or right-of-way without first obtaining an - NOTE: AV encroachment pormd fro 1 1-1 0 0 TREES, PLANT, WALLS, SVWALKS AM MffN *W STRUCTURES OF ANY KIND SEE SHEET L-4.10 FOR WATER USE CALCULATIONS. SHALL NOT BE PLANTED, NSTALLM OR BUL.T N CVWD AND USSR EASEMENT Date/ R MANAGEMENT DEPA NT - OR RKWFOF-WAY WRHOUT FNST OBTANVQ AN ENCROAC HMBir FROM CVWD. CVWD Plan# )OIEVELi]PM l a P1A-RTM..NT APPLIED ENa(OR EOUAQt2'X1r PLASTIC BOX APPLIED ENGL(OR EOUAU ROUND PLASTIC BRASS NIPPLE(TYPJ PRESSURE GAUGE TAP +COVER W/LOCK TOP MApCED FFA3ATIION BOX+COVER COLOR TO MATCH CONTROL VALVE COLOR TO MATCH 3URROlI�ONC3 4 PLACES ELL PLACES PSI) BOX TO BE PLACED SOIL USE LAVENDER BOX FOR RECLAIMED WATER SURROl11�D A �-RAN N D.G AND GATE VALVE 2 pLACE3 AT FAI}iT ANGLES APPLICATION. GREENI N LAWN)USE LAVENDER BOX MASTIC FACE) RMBFD RAN SENSOR TO WFiED TO CLOCK MOUNT N AREA WHERE AT RIGHT AN PE EDGE FOR RECLAIMED WATER APPIJCATKX REDUCED PF SENSOR WILL BE EXPOSED TO E..EMENT&DO NOT PLACE UNDER EAVES, BACKFLOW PREVENTBR ELBOW(BRASS) THEE CANOPIES OR ANY OTHER TYPE OF OVERHANG THAT WILL VALVE SEQUENCE TO BE PANTED ON 'd COVER MARKED:FFAIAATION GATE VALVE Q BRASS NIPPLE HIDER PROPER OPERATION.SEE MANUFACTURER SPECFICATKXNS FOR EACH BOX TEST COCK(TYPJ MOUNTING CONSTAANTSP EOUIREI ENTS. APPLIED ENa(CR EOUAL)IrXV PLAM BOX U�OIN x x X X X +COVER W1 LOCK TOP MARKED IRRIGATION NDM 4 PLACES PRESSURE SUPPLY STRAINER##40 a'°a ..• CONNECT WFES BY SOLDERING TOGETHER+ x x x x j x x X X VALVESOL USE v Sox REa i�wA • •• x x x / X X X ,��,� LANDSCAPE ARCHITECTS, INC. MESH MODEL L I E-DI`SCHARGE WATBRPROOFM USE AN UL APPROVED ... . .i. • •• • • •• X X X X X X X �►� 73061 EL PASEO SUITE 210 .� WFIE SPLICE KITJ AREAS ■i ■ir ■ ■ iiwi ■ r LAWN AREAS ' ^ PVC SCH.40 ® � r r i i ■r r i i i r •'. 1 MALE •^•�{ R R R R r Y ■r r i r i i i i i ■ i CURL TYPE EXPAN- X X X X X x x x ( ( ( PALM DESERT, CA 92260 G! / MALE ADAPTOR ■i■■•RiR RRii `L EX PAN-�•') X X X SHR O Y i. S••.. SH1RlB AREA ; . PrNH GRAM (760) 568-3624 FAX (760) 773-5615 BRASS ELBOW FNSH GRADE NON P1FE LINE E-MAIL: rga•rga-pd.com LAWN AREAS Rmp HANDLE ° PVC LINE PPE RELY PORT FINISH GRADE .rMSOL NVETTr�NOW FLASH GRADE AREAS e O •; • �� GARDEN VALVE M O •• • • . d. •• • 0 4• "�•s.••P • a: FLOW ADJI T e. .st s•• P SUPPLY V THREAID D NIPPLE BRASS ELBOW FLOW rP BCH 40�� ;'' `;•4� • • �:ti% PEA GRAVEL :j: .1 . LIE(SEE SPEC) W 3 CU.F=0 •` PEA GRAVE. �' W 1 PVC SCH.40 MALE STREET ELL PRESSURE SUPPLY •� quN2 CU.FTJ 0 PFE53UIRE SUPPLY LINE FRTTNG ' ' �r ELL LINE MAKE (SEE SPECIRCATION) TEE ctrREAD®ouTLE-» yi 16' :'r ••••�• BALL VALVE 17'TFrRE:AD®NIPPLE PVC LINE PPE IMMN SCi 80 •s USE T.OE NIPPLE NOTE COMMON WFIE N W I EQUPMENT TO BE INSTALLED AT A MINIMUM OF 1r FROM WALLS, CONTROL W� BUILDINGS,ETC. •: 2.ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONEM COAT •••:';•• •• i•••"'• •• _� NOTES '• ��•t • � • WF�TO FI3ulOTE CONTROL INSTALL CONTROL VALVES MINAMIII!►II OF 3FT.APART • • •` "•. EPDXY PRIMER AND ONEM COAT EPDXY PANT AS SELECTED BY VALVEBL LOCAL FOR N SME AREAS UNLESS OTHERWISE NOTED ARCHITECT. DO NOT PAINT LEVERS,TAGS,AND MOVING PAFTTS, 110 VOLT Cl) CO a WHEN UNIT IS NEXT TO BUILDING,WALL,ETC,TEST DOCKS ARE TO BE ON OUTSIDE j I W A BACKFLOW PREVENTOR (PER C.V.W.D.) B AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORT BALL VALVE E INVERTED NOSE HOSE BIB Q CC Q F_ CO U 1 2 3 4 5 a: GE-NERAL INSTALLATION NOTES Q ff 6 6 I J --L I O1 PVC EXHAUST HEADER FP I 2OPVC SCH 40 TEE OR EL (TYPICAL) t � `T PLAN IS� ` FINAL LOCATION VJ OF PIPING WILL BE DETERMINED AT TIME!OF NS TALLATION. MAINLINE AND LATERALS SHALL BE PLACED N SAME TRENCH WH9N I O3 BARB X MALE FITTING: POSSIBLE EOUPIMENT SHOWN INPAVED AREAS B FOR DESIGN rj 5 6 RAIN BIRD XFD-MA FITTING (TYPICAL) CLAFW90ATION ONLY AND SHALL BE INSTALLED N PLANTED AREAS. 0 2 1 I O4 FLUSH POINT (TYPICAL) 2 INSTALL q ,EpT AS SHOWN IN DETAL�B.ALL EOUPWENT � U 2"-4"7 SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR FEOLWM BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROYOM ' I I "XFS FLUSH POINT WITH BALL VALVE" SY THE IRRIGATION CONTRACTOR 10 $ 10 I i O PERIMETER OF AREA ALL EOIJPM9NIT SHALL 8E INSTALLED N ACCORDANCE WITH 9 O PERIMETER DRIPLINE PIPE TO BE INSTALLED MANUFACTURER'S NSTAUC IONS AND SPECFICATIONS. P 4. BACKFLOW PROTECTION UN e)SHALL.BE INSTALLED INACCORDANCE � Q SUB-SURFACE 7 I I O "SURFA OE PERT METER OF AREA RAIN BIRD XF SERIES DRIPLINE (TYPICAL) N WITH LOCAL CODES z 0. 99pp ° o FLOW c ° I I POTABLE: XFS DRIPLINE 1N .v 5 IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER riri cT0� °po o �j0 I I NON-POTABLE: XFSP DRIPLINE Ir POLYETHYLENE BLANK TUBING: WOFrCMAN18Ni•DURING INSTALLATION. RAIN BIRD XF SERIES BLANK TUBING 4 3 4 3 -_ ______ 99 BARB X BARB INSERT TEE OR CROSS: g' ALL MAINLINE!ROAD PPNQ 9FULL.L HAVE A 4 IF RU OF 16' SEA ED 10X DIAMETER 5X I I -- a: RAIN BIRD XFD-TEE OR PVC Sq-�IILE RISER UPIPM.ALL NDER LL AND S`ALL ETRENCHED��FI M1N1lMUlkA OF NA SEALED OF PIPE DIAMETER I I 4-6" RAIN BIRD XFD-CROSS (TYPICAL) D� CONTROL WIRE GOING UNDER DFAVI:yyA AYS AND 0 F PIPE I AR I 10 AIRRAINLIEF BIRDAARE: STEETS SHALL BE VALVE KIT PVC SCHEDULE 40 STREET GOING UrOER DRIVEWAYS AAYS AND EEVE3:>IN ASTfEEM SHALL BE SCF�UI.E 40 PVC. DRIP MANIFOLD SEE RAIN BIRD DETAIL "AIR RELIEF VALVE KIT" ELLS BURIAL DEPTH t t PVC SUPPLY HEADER 7, ALL VALVE CONTROL WFE SHALL BE INSTALLED N SAME TRENCH 8 I 11 2 2 12 9 I_ 13 12 PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL AWOWITH�� E AND SHALL BE SOLID COPPER ZONE VALVE KIT (SIZED TO MEET LATERAL A��T�YAM BURIAL U9INO eNAPiTTE OR O1 RAIN BIRD PE/BPE SERIES MASTER VALVE S) 7 RAIN BIRD FS SERIES 150-40OP/FS-100A ( O 10 I I 2 FLOW DEMAND) FLOW SENSOR(S) L -_ __ __ _ -- -- -r 13 PVC SCH 40 RISER PIPE 8. ALL TF1 4CH SACKFILL SOL SHALL BE CLEAN,FREE OF ROCKS, O2 36-INCH LENGTH OF COILED WIRE VALVE O L - - J INSET A PVC SCHEDULE 40 TEE OR g L CONTRACTORTRASK SHALLSHALL COMPACT SOLVENT AND�TF9340 ES TO CONTAINIERS DEDENSITY EQUAL TO RAGR SATELLITE CONTROLLER MASTER VALVE CIRCUIT 8 36-INCH LENGTH OF COILED PE-CABLE TO 11 12 INSET A THE urnBT>.IRSEED SM AND SHALL BE Rr�PONSBLE FOR BRINGING FLOW SENSING EQUIPMENT AT SATELLITE ANY SETTLED TRENICHE8 BACK TO FINISH GRADE. M O3 3.0-INCH MINIMUM DEPTH OF 3/4-INCH CONTROLLER ASSEMBLY NOTES: CLASS 200 PVC LATERAL PM W WASHED GRAVEL 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON XFS Dripline Maximum Lateral Lengths(Feet) 9 CONTRACTOR (ll Og SEE SITECONROL DETAIL 612 FOR SPLICE. SEE SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS 12" c . FLUSH ALL PPE LINES PF1fOFt TO NeTALLJ�O ® Inlet Pressuro Nominal BRICK (1 OF 4) FLOW SENSOR WIRING DETAIL FOR WIRING DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. in 18" Spacing 24• Spacing BPRNCLSi HEADDSS DIAGRAM 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM now (GPH)Nominal now (GPH) Nominal Flow (GPH) O5 VALVE BOX WITH COVER - 12-INCH SIZE LENGTH SHOWN IN THE ACCOMPANYING TABLE. Psi 0.6 0.9 0.6 0.9 0.6 0.9 1Q, CONTRACTOR H INSTALLLVVA'L �VAST M DE F U 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. NECESSARY 10 CONCENTRIC REDUCER 15 255 194 357 273 448 343 TO PREVENT LOW HEAD DRAINAGE EAMON OR DAMAGE W © FINISH GRADE 20 291 220 408 313 514 394 O 1L CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER 30 350 266 494 378 622 478 I OPERATION AND COVERAGE SPRINKLERS ALONG STREET CURSING AND W 0 40 396 302 560 428 705 541 DR11VEWAY8 SHALL BE SET BACK 18 NCI"ES PER CVWD.ALL SPRNICLERB 50 434 333 614 470 775 594 SHALL BE ADJUSTED 80 THAT NO WATER IS THROWN ONTO (1) fL OR NATURAL FACED MASONRY WALLS,NO OVERTHROW B PERMITTED ON H ARI SCAPE F FLOW SENSOR G DRIPLINE IRRIGATION I TREE BUBBLER HEAD >z ON VOLT Powell CIRCUIT FOR CONTRAKER IRRIGATION BE CONTRACTOR BY HA ERNE BE ACE r MAKING IONS T ER. SPECIFICATIONS CONTROLLER FINAL LOCATION SHALL BE DETSM64ED BY OWNER'S AUTHORIZED REPrESBNTTATIVE RONALD GFEGOR,r ASSOCIATES,INC SHALL APPROVE ALL INFIELD SHEET■ BOOK ❑ DESIGN ChWNGE8 DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES 1 APPLIED ENG,(OR EOUAL)12'X18' PLASTIC BOX Sleeving Trenching KEYNOTES TO GUARANTEE 1=SPRINKLER C VIERAGE OR THE IRRIGATION + COVER W/ LOCK TOP MARKED IRRIGATION o e' • • 1. HARDSCAPE (TYP)/FINISH GRADE OON1 `FOR SHALL AsetJ�,E FULL RESPONaBLrrY. JOB CAPTAIN: RP •• •• • ••• •• • • •• • 2. CLEAN BACKFILL - 9O% 14. RONALD c Rc1REGORY AseocNTM INC.SHALL NOT BE RE9PONSBLE FOR .. . . . . .. .. . . . . ... CONTROL •• • • • • ••• • • • •• •• • IMFWPOPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWM VALVE. COLOR T MA Y-FELTER •• •• • • • • • ••• 1 COMPACTION PLAN PPE BONG oR INADEouATE BTATK;PRESSURE OR INFIELD DRAWN: LT SOIL USE LAVENDER BOX FOR RECLAIMED WATER ° . . . .. . . .. . . . . .. .. . VALVE ° � ° •;:•;:•;:•;, ':• •:;: •• • 2 3. SAND (TYP) DESIGN CHANGES wlTHour AF'PFIOVAL ♦ .. .• .• •.• . ♦ ♦ . 4 •• ••• i APPROVAL- LID OF EACH BOX o ° ••::::::••::• •:;::::• 1� ppNgLp GREGORY ASSOCIATES,NC.B NOT RESPONSIBLE FOR CHECKED APPLJCATK)N. ° ° O 24 � .. .. . .. .. 3 4. NON-PRESSURE LATERAL LINE r�RRORs N INSTALLATION eTION F THEY HAVE NOT e®�RETAINED FOR XEFI-Bt1G - 2 BUBBLER o •:•:::::.Or Per . . . .. .. . . . :. ::::. FINISH o o RCV •.;;, ;; ;;, • , ;;;;. 12 SLEEVE (SIZE PER CHART)/NON INSTALLATION OBSERVATION. o 0 0 o secs • •• •• • • • • �•• 4 a- o ° ° P • •• • -� PRESSURE LATERAL USE CHRISTY'S TAGS OR EQUAL o '``' S. PRESSURE MAINLINE SLEEVE 16. LANDSCAPE cowm rm SHALL REAR To aPEaFRCAmom FOR PROD. NO: R1233 ' `' DETALB,STANDARDS OF MATEF AL8 AND WORKMANSHIP. ~" SIZE PER CHART PRESSUREDATE: 12/21/1 EOUNALENT TO INDICATE VALVE a ° o ° ° o 0 6 , ' Y:,:` 6 ( )/ SEQUENCE ON VALVE ° ° o o :� '_`:• : :' MAINLINE SPECIAL NOTES o a a ° I ` : .. _. 6. CONTROL WIRE SLEEVE ADJACENT t SHRUB SPRAY HEADS ON A FIBER wLL ONLY BE PERMITTED NEXT TO CONTROL ZONE KIT' o - 2• TO MAINLINE SLEEVE. ALL SLEEVES A WALL•A FENCE OR OTHER AREA WHERE THEY ARE OUT of CLEAR SCALE: LL '" ," NEW.AN APPROPRIATE HEIGHT PROP-UP SPRIrKLM SHALL BE 4 - E RAIN BIRD XCZ-100-B-COM ° o ° 2• TO BE SCH 40 PVC. EXTEND SLEEVES NSTAL-M ADJACENT TO ALL WALKS,DRIVES,PATIO AREAS AND ALL (INCLUDES BALL VALVE, 100PESB VALVE, PRESSURE g• 12" BEYOND EDGE OF HARDSCAPE ON AREAS PEDESTRIAN TRAFFIC.FINAL INer'4u.a'T'°"IN LAWN REVISIONS NIT. OKCHK1W BASKET FILTER AND REGULATOR r r BOTH ENDS. RECLAIMED WATER SHALL BE FLUSH AND IN SHIIrIB e®B ONE NCH ABOVE GRADE - e - MAIN LATERAL LINE 4 6 5 PSI-M40X-100 PRESSURE REGULATOR.) FLUSHING END CAP SLEEVES TO BE MINIMUM 42"-48" 2 CONTRACTOR SHALL PROVIDE THRI E BUBBLERS AT THE EDGE OF TIE �- ° pop° °�,p�p°Q % 0 0o SECTION / ELEVATION DEEP ( OR PER WATER DISTRICT OR ANDOTHER T�AT THE D rK 13 GROWN!ORof THE La�APEE AARR�r�ECT. 4T� 5 7 OO'oo d' � `>�"'a oo VARIES SEE PLANTING SPACING - MAX WIDTH 12' ON PLANTING LEGEND 90% COMPACTION REQUIRED - SEE SPECS STANDARDS WHERE APPLICABLE). PVC MAINLINE � - PEA GRAVEL - O TRENCHING/SLEEVING DETAIL - LEGEND K DRIP VALVE EMITTER PIPE SIZING CHART NOTE: TREES, PLANTS WALLS SIDEWALKS AND PERMANENT STRUCTURES t RAN BID XB�-SPRAY OR XERFBU3BlER OR 1/4" PIPE 1 TO 3 0 GPH TREE, PALM TRUNK C�NAND USBR EASEMENKIND SHALL NOT TS OR RIGHT-E PLNATED, OF-WAY WAY WITHOUTD OR BUILT FIRST 3/4 PIPE 181 TO 360 GPH XERI�UG EMISSION DEVICE(SEE FFIGATION ® (� � � D 1" PIPE 361 TO 840 GPH IRRIGATION HEAD TYP. ROOT BALL OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. - EQUIPMENT LEGEND FOR MODEL Q. NOTE: BOX+COVER COLOR TO MATCH (SEE IRRIGATION 1-1/4 PIPE 841 TO 1440 GPH LEGEND FOR SPECS) V FINISH GRADE SURROUNDING SOL 2. RAN BID MODE.#PFR_12 POLY FLEX RISER AA D/A AT END of OWEST� USE LAVENDER BOX FOR RECLAIMED CVWD LANDSCAPE APPROVAL - - (LENGTH AS REQUIRED). PPS AS NEEDED. WATER APPLICATION. These plans have been reviewed by the C,)achella Valley Water District in 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP A T accordance a.Pl t California Governenint Code Section Ci 591 et sets. a MULCH BED = A HILL SIDE OF EACH PLANT. q requiring efficient landscape and irrigation design in cooperalion with the SHEET NO: R40 GRADE G . v d• A / local governing agency(City or Comity), 4` FBI GRADE - I - a I I ' I 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SEE DETAIL Q (THIS SHEET) IS-r'F`�ti C Approval of this drawrng by CVWD s,�;ft dries r�cat constitute approval to 6 PVC F�1TWG(3 x 3 x Ur FPT). PVC LATERAL LINE �- a a . SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS FOR BUBBLER OR encroach Into disuict and USBRR Rights-of-Wa free plans walls, and ° � I RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN XERI-BUBBLER DETAIL Raerrrranent 3trur.turps of any t.inNi may rant se planted or Installed in CVWD SEE PLAN FOR SIZE o. THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. and USBR e�asernents or right-of-way without firs[ehtaialritg ari ID 6. RAN B MODEL#FRA-M POLY FAD( v, encroachmont porrnit frc� RISER ADAPTER. AP.CEFCH PLACE IRRIGATION HEAD PLACE IRRIGATION HEAD F LUSHNG END VALVE T I 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO AT EDGE OF PLANT PIT. ADJACENT TO ROOT BALL �y� -- K 4.00 7. PVC PPE�Tli PER SPECFICATi0Ni3). ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. FILL BOX WITH 11r PEA GRAVEL Dat VATrR Iv1F,qA(_� f-,1 PIT� all J DRIP EMITTER L END SELF FLUSHING VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE/PALM IRRIGATION DETAIL CVt Flan# PIEVEL PME if 5VI 4a I)l"PAR hat NT OWNER'S IRRIGATION WORK RESPONSIBILITIES CONTRACTOR IRRIGATION WORK RESPONSIBILITIES 18. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES(6") FROM EACH OTHER. 1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION AND SERVICES PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. Water Use Calculations INCLUDING ALL IRRIGATION EVALUATIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED Brad hering-Harris Residence (IRA Spec.) COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE HEREIN. 19.CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM ARCHITECT SHALL BE IN A SUPPORT EVALUATION ROLE TO THE OWNER(JOB STUPERINTENDENT), PROVIDING OF TWELVE INCHES(12") BETWEEN VALVES,AND A MINIMUM SIX INCHES(6") FROM ANY WALK OR STRUCTURE. Site Information INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL,COUNTY AND/OR STATE CODES, Zone No 1 ;: REGULATIONS AND RULES. 20. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN Total Tree/Shrub Spray Square footage 9066 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER(JOB SUPERINTENDENT)SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS-OF-WAY,TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FLUSHED TO THE COMPLETE SATISFACTION OF THE.OWNER(JOB SUPERINTENDENT). Total Shrub Spray Square footage 0 (ABOVE AND BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL FEES AND AGENCY INSPECTIONS AS REQUIRED. Total Annual Color Square footage 0 COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT 21. SPACING OF HEADS SHALL BE PERPENDICULAR 70 FINISH GRADES UNLESS OTHERWISE DESIGNATED ON Total Water feature Square footage 86 LANDSCAPE ARCHITECTS, INC. DETERMINATION OF THE ABOVE FACTS. 4. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE,ALL THE PLANS. Total Artificial Turf Square footage 428 73061 EL PASEO, SUITE 210 CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE 22.ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON PALM DESERT, CA 92264 3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER(JOB SUPERINTENDENT) THE PLANS. Number of plants by water use %of Total Landscape Square Footage (760) 5W-3624 FAX IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS Very Low 0 0.000 0.00 THE OWNER'S(JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY 5. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE (760) 773-5615 23.THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF Low 248 0.485 4399.94 FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN OF SERVICE TO METER(P.O.C.)AT EACH POINT OF CONNECTION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEVEN (7)DAYS PRIOR TO THE START OF ANY PLANTING. Mod 263 0.515 4666.06 E-MAIL: rgaerga-pd.com AUTHORIZATION FROM THE OWNER SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. COORDINATE INSTALLATION OF THE METER, IF APPLICABLE. High 0 0.000 0.00 4. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE SPECIFICATIONS,QUALITY OF WORK 6. FIELD STAKING: PRIOR TO INSTALLATION,THE CONTRACTOR SHALL LOCATE, BY STAKES OR OTHER MEANS,ALL 24. CLARITY OF DESIGN: NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF-SITE; NO VALVES SHALL BE Total 511 1.00 AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SMALL BE DECIDED CONCURRENTLY BY THE PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE LOCATED IN CONCRETE. ALL IRRIGATION LINES,VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING OWNER(JOB SUPERINTENDENT)AND OWNER. OWNER(JOB SUPERINTENDENT). EITHER OFF-SITE,WITHIN THE STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL Maximum Applied Water Allowance THESE LINES,VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY 7. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION OR REVISIONS OF THE MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED IRRIGATION GENERAL INSTALLATION NOTES .OTHERWISE Water Adj. Total Sq. Conversion Factors SYSTEM AS NECESSARY TO MAINTAIN THE DESIGN OF CONTRACT DOCUMENTS. ANY DEVIATION FROM THE CONTRACT Zone No. Eto MAWA 1. IRRIGATION PLAN IS DIAGRAMMATIC, FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER AND LANDSCAPE ARCHITECT. IRRIGATION FIELD EVALUATION SCHEDULE Factor Ft. 0.62 748 MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN ON THE PLAN IN 8. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS,ARE DRAWN (IF REQUESTED BY OWNER) Conventional 1 57.01 0.5 9580 0.62 748 226.35 PAVED AREAS IS THERE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ADJACENT PLANTED AREAS. SCHEMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM,AS REQUIRED TO AVOID Landscape PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES,THE CONTRACTOR SHALL INSURE THAT 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE Recreational 2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS,AND EXISTING CONTRACTOR AND COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT). THE CONTRACTOR SHALL Turf 1 57.01 0.82 0 0.62 748 0.00 SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. UTILITIES. NOTIFY THE OWNER (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT(48) c HOURS IN ADVANCE OF ANY REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE TOTAL MAWA 226.35 3.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 9. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION PHASES OF WORK IS AT THE CONTRACTOR'S RISK,WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE InFROM POWER SOURCE TO CONTROLLERS WHERE APPLICABLE. CONTRACTOR'S EXPENSE. THE OWNER(JOB SUPERIENTENDENT)SHALL INFORM THE LANDSCAPE 4. BACKFLOW PROTECTION UNIT(S)SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. ARCHITECT AS TO THE PURPOSE AND TIME OF THE EVALUATION FORTY-EIGHT(48) HOURS IN ADVANCE. ® 10.AS-BUILT: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE"AS-BUILT"RECORD SET OF PRINTS Estimated Water Use 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO (D THE FINAL INSPECITON,THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE"AS-BUILT"SET,AND FIELD DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER PlanVirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 6.ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18"COVER(24"UNDER ROADS AND STREETS,AND 24"IF RUBBER RING STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION,TO A CLEAN PRINT, PROCURED ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING W SEALED PIPE). ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12"OF COVER. ALL CONTROL WIRE GOING UNDER FROM THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE Drip/ Bubbler/ Micro Spray 1 0.9 0.00 1 Very Low Q DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE,WITH 18"OF COVER. LATERAL PIPING GOING UNDER CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. Season Zonal Eto Plant Area Conversion Factors Estimated DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC,WITH 18"OF COVER. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use 11.WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND 3. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS EVALUATION SHALL BE PERFORMED BY THE OWNER Spring 12.54 0.10 0.00 0.62 748 0.9 7.ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, Sunnier 34.77 0.10 0.00 0.62 748 0.9 U. SOLID COPPER,AWG#14, TYPE UP, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. INSTALL CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT Fall Winter 9.70 0.10 0.00 0.62 748 0.9 2 WIRE SYSTEMS PER CONTROLLER MANUFACTURER SPECIFICATION. PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER(JOB 12.WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION SUPERINTENDENT)AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. TOTAL 0.00a: 8.ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS,TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE W AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL DRAWINGS AND SPECIFICATIONS. THIS SHALL BE ON THE CCNTRACTOR'S LETTERHEAD WITH HIS STATE LICENSE 4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: W r� BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. NUMBER. MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF Drip/ Bubbler/ Micro Spray 1 0.9 4399.94 2 Low VJ PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO Season Zonal Eto Plant Area Conversion Factors Estimated W 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS. 13. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER JOB SUPERINTENDENT),AS PART OF THIS MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUBTAINED ( ) Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use ca CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL INSPECTION: HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO(2) Spring 12.54 0.20 4399.94 0.62 748 0.9 10.16 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER(JOB SUPERINTENDENT)AND ' AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. A. AS-BUILT PLANS,AS PER NOTE 10 ABOVE. CITY INSPECTOR TO MANUFACTURER'S ACCEPTED TESTING PROCEDURE AND APPROVED IN WRITING BY THE Summer 34.77 0.20 4399.94 0.62 748 0.9 28.18 B. THE ORIGINAL OF THE GUARANTEE LETTER. CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP AND Fall-Winter 1 9.70 0.20 1 4399.94 0.62 748 0.9 7.861 z 11. CONTRACTOR SHALL ADJUST ALL HEADS AND VALVES FOR PROPER OPERATION AND COVERAGE AS SPECIFIED ON C. THE ORIGINAL OF THE CERTIFICATION LETTER. ALL OTHER NECESSARY TESTING EQUIPMENT. TOTAL 1 46.20 THE IRRIGATION LEGEND. HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18"FROM INSIDE FACE D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. O OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS. NO E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING,ADJUSTING,ASSEMBLING AND REMOVING EACH 5. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: OTHERTHROW IS PERMITTED ON HARDSCAPE. TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS,WITH TRENCHES OPEN TO VERIFY Drip/ Bubbler/ Micro Spray 1 0.9 4666.06 3 Mod s CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES. 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION Season Zonal Eto Plant Area Conversion Factors Estimated CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SCOPE OF IRRIGATION WORK 6. IRRIGATION COMPLETION AND FINAL COVERAGE TEST: THIS EVALUATION IS TO ENSURE CONFORMANCE Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION Spring 12.54 0.50 4666.06 0.62 748 0.9 26.940 UU 1. BASE SHEETS WERE DERIVED FROM PLANS PREPARED BY: OF EACH SYSTEM TO ENSURE INTENDED COVERAGE AND PROPER EMITTER FLOW. THE CONTRACTOR SHALL Sunnier 34.77 0.50 4666.06 0.62 748 0.9 74.71 _ 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN-FIELD DESIGN CHANGES DUE TO SITE PLAN AND FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, Fall-Winter 9.70 0.50 4666.06. 0.62 748 0.9 20.84 LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS, OR THE IRRIGATION CONTRACTOR SHALL _JMA Architecture ROADWAYS AND BUILDINGS, ETC., PRIOR TO THIS EVALUATION. THIS MAY INCLUDE CHANGES IN EMITTERS, a: s III ASSUME FULL RESPONSIBILITY FOR THE IRRIGTION COVERAGE. NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. TOTAL 122.50 DATED: 10/24/12 14. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN-FIELD DESIGN CHANGES. REVISED: Drip / Bubbler/ Micro Spray 1 0.9 0.00 4 High Season Zonal Eto Plant Area Conversion Factors Estimated 15. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS TITLED: Site Plan _ Value Factor sq,ft. 0.62 748 Irri. Eff. Water Use THE RESPONSIBILITY OF THE CONTRACTOR. Spring 12.54 0.80 0.00 0.62 748 0.9 2.WATER INFORMATION WAS OBTAINED FROM: Summer 34.77 0.80 0.00 0.62 748 0.9 m SPECIAL NOTES MR./MS.:-Robert Avina Fall-Winter 9.70 1 0.80 1 0.001 0.62 748 0.9 W �_ 1. SPRAY HEADS: SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL,A FENCE OR OTHER AREA TOTAL 0.00 WHERE THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT POP-UP HEAD SHALL BE INSTALLED ADJACENT TO ALL OF:_CVWD Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: W WALKS, DRIVES, PATIO AREAS AND ALL AREAS ADJACENT TO PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN SHALL BE FLUSH,AND IN SHRUB BEDS ONE INCH ABOVE GRADE. DATE:_12/20/12 PSI_80 GPM 24 Spray 1 0.75 0.00 3 Mod iLL'J, '7 Season Zonal Eto Plant Area Conversion Factors Estimated = 0 2. CONTRACTOR SHALL PROVIDE TWO EMITTERS/TREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR ALL TREES. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use X 3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE POP-UP SPRAY SPECIFICATIONS: DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS Spring 12.54 0.50 0.00 0.62 748 0.75 APPROVED IN WRITING BY OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT Sunnier 34.77 0.50 0.00 0.62 748 0.75 LAWN: 2"OR 3"POP-UP BODY IN STANDARD TURF SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. Fall-Winter 9.70 0.50 0.00 0.62 748 0.75 ANNUAL COLOR:6"OR 12"POP-UP BODY TOTAL 0.00 SPECIFICATIONS 4.ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE SHRUBS: 6"OR 12"POP UP BODY REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBMITTED,AND DOES NOT RELIEVE THE PlanVirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENT'S SUCCESSFUL OPERATION. Turf Rotors 1 0.8 0.00 5 Combined SHEET M BOOK ❑ GROUNDCOVER FROM FLATS: 3"OR 4"POP-UP BODY FOR LOW GROWING TYPES,4"OR 6"POP-UP FOR TALLER 5. CONTRACTOR'S GUARANTEE: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY Season Zonal Eto Plant Area Conversion Factors Estimated TYPES UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use JOB CAPTAIN: RP Spring NOTE: GROUNDCOVER SPECIFIED AS ONE GALLON SHALL BE PLANTED PER THE SHRUB DETAIL 34. 0.70 0.00 0.62 748 0.8 6. MAINLINE PIPE: PRESURE MAINLINE PIPE SIZED TWO INCHES(2")AND LARGER SHALL BE PVC CLASS 315. PRESSURE Summer 34.7777 0.70 0.00 0.62 748 0.8 DRAWN LT MAINLINE PIPE 1-1/2"AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND Fall-Winter 9.70 0.70 0.001 0.62 748 0.8 HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM TOTAL 0.001 CHECKED: - GENERAL NOTES RESIN SPECIFICATION 1785. 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 7. SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, CONFORMING TO ASTM Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PROD. NO: R1233 TEST PROCEDURE D2466. Spray 1 0.75 0.00 4 High 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. Season Zonal Eto Plant Area Conversion Factors Estimated DATE: 12/21/12 8. LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200, FOR SCHEDULLED 40 IF Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL REQUIRED BY LOCAL JURISDICTION. BURIED A MINIMUM OF 12"WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, Water Efficient Landscape Worksheet Spring 12.54 0.80 0.00 0.62 748 0.75 COMPOSITION. "HOT" SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS D1784. Brad hering-Harris Residence (IRA Spec.) Summer 34.77 0.80 0.00 0.62 748 0.75 SCALE: PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED To MITIGATE HARDSCAPE MOVEMENT AND EXCESS WATER RETENTION IN PLANTING AREAS. 9. STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED. APPLICANT INFORMATION TOTAL o.00 Fall-Winter 9.70 0.80 0.00 0.62 748 0.75 REVISIONS NIT. _ 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, 10. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL Name of Project Applicant: Telephone No: 760-568-3624 _ AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS BE MADE WITH DIRECT-BURIAL, PLASTIC-COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED. MINIMUM SIZE IS#14 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: REPORT. THE SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED AWG BURIED 18"BELOW GRADE. USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL BE Luke Taylor Fax No: 760-773-5615 _ Waterfeature 1 1 86.00 7 Moving THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER.TWO WIRE SYSTEM SHALL BE INSTALLED Title: Designer Email Address: Luke@rga-pd.com Season Zonal Eto Plant Area Conversion Factors Estimated OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. PER CONTROLLER MANUFACTURE INSTRUCTIONS. Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste. 210 value Factor sq.ft. 0.62 748 Irri. Eff. water use - City: Palm Desert State; CA Zip Code: 92260 Spring 12.54 1.20 86.00 0.62 748 1 1.07 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. 11.WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS p g - - - PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE (1)WIRE IS PLACED IN A TRENCH, Summer 34.77 1.20 86.00 0.62 748 1 2.97 - 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT PROPERTY, THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. Fall-Winter 9.70 1 1.20 86.001 0.62 748 1 0.83 EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. SECTION A. HYDROZONE INFORMATION TABLE TOTAL 4.88 12. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED(100) FEET OF WIRE LENGTH. Irrigation Point of Connection (P.O.C.) No. 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL CONTRACTOR.(IF APPLICABLE) 13. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK#3577 CONNECTOR SEALING PACKS, PEN-TITE WIRE Controller Valve Circuit Irrigation %of Landscape Estimated Total Water Use 173.58 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR CONNECTOR,OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. No. No. Plant Type(s) Method Area (Sq. Ft.) Area 17% � THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO 14.TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN A 1 LW/ MW B .17% CVWD LANDSCAPE APPROVAL A 2 LW B 65 650 50 7. THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY.ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL EVEN GRADE. These plains have been reviewed by Ilse C:r,acholki Valley Water District in THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY A 3 LW/ MW D 1044 11.52% N T F_ accordance with Califoniia Goverrleannt Code, Section 6q,591 et seq. CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. 15. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTILL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES A 4 LW/ MW B 32 0.35% tecluiring efficient landscape and irrigation design in cooperation with the SHEET NO: SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL A 5 MW B 600 6.62% legal governing�igeric:y(City or Comity), 9. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM A 6 LW/ MW D 814 8.98% 4: SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. A 7 MW D 94 1.04% IS F t G AI31atc�eal of this drawing by CVWD s;<H cues riot rcnstit�.atu approval to OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. A 8 LW/ MW D 759 8.37% encroach Into district and U SBIR Rights-of-Way. Ifees, Flans,walls,and 16. STREET: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE 96% encroachment,° t p�,rrnt f permanent strueiures of any Ond moy not he planted ct installed in CVWD DONE AND REPLACED TO MATCH EXISTING CONDITIONS TO THE OWNER'S(JOB SUPERINTENDENT'S)AND CITYS'10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS A 9 LW/ MW B 500 5.52/o and USSR Pasoincints or right-cif-way witliout first obtair'ling,art ro AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. SATISFACTION, BY THE CONTRACTOR,AS PART OF THE CONTRACT COST. A 10 LW/ MW B 450 4. �G'�1L�(`. R_ -4.1 p A 11 LW/ MW D 3049 33.63% 17. SLEEVING: ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE A 12 LW/ MW D 424 4.68% PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES,TWENTY-FOUR INCHES(24") BELOW ROAD BED, OR 18"BELOW A 13 LW/ MW B 150 1.65% Gat '+LATER L1/1NAG 1ENT DEPAII ,, PIT DRIVEWAYS AND WALKS,THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A 0.000/0 MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. 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OeDe °� D � D�OoD ,}j a`4 SOIL LEVEL SLIGHTLYPLANT ABOVE73061 EL PASEO, SUITE 210 D D PALM DESERT, CA 92260 (760) 568-3624 FAX CUT OFF TOP SECTION OF KEEP SOL MOIST, NOT WET PLANT PIT DEPTH OF ROOT BALL (760) 773-5615 STAKE DAMAGED BY HA #ERNG E-MAIL: rgaerga-pdcom AND TO AVOID DAMAGE TO THE • CANOPY FROM THEE STAKES TREE TRUNK PLANT NATIVE SOIL PLANT PIT t OF ROOT BALL CINCH TES OR EQUAL AROUND TRUING AND POLE ACTUAL CINCH TE LOCATIONS TO BE DE I WIN D BY THE TREES � NEEDS. -� VARIES (2)-2' BY 2' BY V-0' FEDWOOD 12' PAST VINE BOTH SIDES TYP. STAKES OR LODGEPOLE PIKE ALL NATIVE PLANTS SHALL 4 WALL ANCHOR AND SCREWS BE BACKFLLED WITH W N WATER BASH. I WITH 2 GAUGE GAL WIRE NATIVE SOIL ONLY FLASH GRADE TYP• SOIL MIX FOR SUB-TROiPICALS Q 2/3 NATIVE SOL I, 1/3 KELLOGS NTROHIUMUS ROOT BALL (j) CO BACKFLL MIX: (SEE SPECS.) 0 0 � W UNDURIFIBM NATIVE SOL 0 COPLANT PIT 3 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL 0 TOP OF ROOT CROWN SHALL BE AT FiNAI.GRADE 'cy 0 Q ° ° W o _ Cl) Q NOTE: ° ° VISE W z � Q t ALL NATIVE TREES AND SHRUBS TO NOTE- STAKE DETAIL ONLY APPLES � at 0000 z BEBACKFLIED WITH NATIVE SOIL ONLY. TO STANDARD TRUNK TREES. t' ' 2 SUBTROPICAL TREES SHALL RECEIVE AND ONLY AS NEEDED FISH GRADE y F�E T LRER ONCE ESTABLISHED BASED ON SOILS REPORT. (SEE ) DOUBLE STAKE TREE DETAIL SHRUB PLANTING + VINE ESPALIER DETAIL J 2,V BOX PLANTING NOTES W t PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF FEADNCWv PLANTING 18 TO BOULDER BE ADJUSTED N F13 D AS NECESSAIW 2 PLANT OUANTITY LIST E PROVIDED FOR THE CONVENIENCE OF THE Q CONTACTOR/CLENT AND IS NOT MENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS 3.MOUNDING AND ROUGH Cif!iADE TO 1/ID FT.TO BE FRONDED BY OTFEPa FINISH \� FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR 2N 5 5�- - A V* E MOUNDM OCCURS ADJACENT TO STREET OR WALKS,BWALES SHALL BE 2/3 GRADE FORMED ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. • S.BEFOIE ANY PLAM8 ME LOCATE.ALL PLANT®AREAS ARE TO BE GRADE IN M AN ACCEPTABLE MAME R TO ASSURE POSITIVE DRAINAGE. W W &SEPARATE ALL ANNUAL AND SI WWGJROUNCOVER AREAS FROM LAWN AFEA8 WITH IEADERBOARD A8 SPECF®OR APPRON®BY LANDSCAPE ARCHI wT. 7.WHERE CIRCUMSTANCES PERMFT,DO NOT PLANT TREES CLOSER THAN V 09YE f- FRI TO AN EOE OF PAVINA fEADEFEM D OR ROOF LNE ANY TREE PLANTEDWITHIN 6 U \\/\\/\ \ HAVE L EAR ROOT BAF>�1 INS HARDSCAPE TCE 03)CE OF SIDEWALK,ALLED ALLED AT TIME OF PLANTINIPR MANUFACTURES W \ ,-. H0I IIZONTAL PLANE /////\/ SPECFlCAT1004 EXCUDINIG PROJECTS N PALM DESERT'PER DIRECTIVE OF CITY PFiUE FRONDS BB-OW SUB GRADE PALM DESERT'LANDSCAPE MANAGER (SEE DETAIL) W O BB-OW H=OWAL PLANE NOTES• a DO NOT PLANT SHRUBS CLOSER THAN 3'(THREE FRS TO AN EDGE OF PAVING OR co A = Cr.PIERNSA STANDARD / IEADERBOARD,OR W FROM LANDSCAPE UCW FVaURM DISTANCE SHALL BE DE BYNM BY PLANT TYPE AND VERF®BY LANDSCAPE ARCHITECT: - BURY BOULDER A SUM OF 1/3 ITS HEIGHT BELOW GRADE, 9 REMOVE ESPALIERED PLANTS FROM IMM TRAINING FRAMEINOWS AND ATTACH TO PATTERN WA - BOULDER SIZES TO BE APPROX EQUAL IN ALL DN�CTIONS. WALL AGAINST'ENRICH THEY ME PLANTED ATTACH PLPLANTSINTHE SAME SPECIFICATIONS RN THEY HAVE BEEN TRA/NM - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL io.F REOUIRE,THE OWNER OR OV**ffS IENRTATTVE SHALL SUBlrfr PLANS TO THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBIiMAL LOCATION TO BE FELD VERFED BY LANDSCAPE ARCHITECT. IMOR BUILDING PERMm SHEET BOOK ❑ n BEFORE BACKFUM THE ROOT BALL,WATER THE PLANT IN THE HOLE AND THEN PROCEED WITH BACKIRI.L A BOULDER DETAIL LIGHTING NOTES JOB CAPTAIN: RP t ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE DRAWN: EW O�oo 0BUILDING SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTT�6i _ 6 TATIVE OF OWN M p 0 �1°opo 0 2 ALL UGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. CHECKED: 0 0 ACTUAL LOCATIONS SHALL BE DETERWNM INTHE FEDAND APPROYM BK THE 0 00 8 ° o LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED v 0 0 o D0�0 0 0 0 3 OUAMTTES LISTED,AM FOR THE COWeIIE JCE OF THE CONTRACTOR ONLY AND PROD. NO: R1233 TAMP+WATER-SETTLE 0 0 p g ° ARE NOT INTE DED FOR ACCURATE BIDDING USE CONTRACTOR E RESPONSIBLE o�o 0 oc FOR PROVIDING LICIT AS INDICATE ON THE PLANS WFLE PLANTING o °� �° 0 0 00 °°0 0op�,0 4.ALL UGHT FIXTURES SHALL BE LOCATED AT A I�IUMl OF s 0%fE F=I FROM DATE 12/21/1 0 0, 0`0 0 p 0D'a0 POOL SPA,LAKE OR FOUNTAIN EDGE ALL"M WHICH ME NSTALLED WITHIN V g � 0 00 A 0 0 Oo (TEN F I OF WATERS EDGE TO HAVE OR � $ ° ° ° 0 g I S AALL Eljc CONVENIENCE OUTLETS THE AS LOWAS PLAM�NGS�SO AS NOT TO SCALE �+ 0° � 0 ° °�°0 INTERFERE WITH PLANT'HME ExCAVAUX CONDUITS IN THE WAY OF THREE REVISIONS: NIT uD o °p 8 HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. 7.LIGHT'FIXTURES AM TO BE LOCATED NO CLOSER THAN V(SIX NCFE8)FROM 0 THE EDGE OF PAVING AND LAWN AREAS �- SEE BOOK SPECS &INSTALL PHOTOEL.ECM SWITCH WITH TL40 SHUT-OFF. MANUAL OVERRIDE VARIES SWITCH SWITCH TO BE LOCATED PRIOR TO NSTMI ATION. COORDINATE LOCATION OF SWITCHES WITH OWNER - - -S-O' OR LESS &-O' OR LESS 9.ALL UGFR RXTU1E8 TO BE INSTALLED PER MINWACTUREIM SPECIFICATIONS. - SEE HEIGHT OF PALM UNDISTURBED 10.MOUNT FIXIIJIE8 AS LOW AS POSSIBLE SCREEN(WIFEFE FOSSBLFJ WITH ROOT BALL NATIVE SOL �'�M n ALL CONDUT TO BE SCH 40 PVC WITH GALVAN®90 R USE BELL aP. _ 3 X DIA - :._•. GALVAN®STEEL.ST UL LJSTE EXTERIOR BELOW GRADE JUNCTION BOXES,OR AS — I PER NEC S'EC 14CATIONS. �- OF ROOT BALL I I V-ALL CI CURIA SWITCHING AND CONNECTIONS TO BE BY EIJ:CTFICAL _ I I NTHNDED TO BE ELEICTRIICAL PLAN LOCATIONS ONLY AND IS NOT SIDEWALK/PAVING I r. CVWD LANDSCAPE APPROVAL - These plans have been reviewed by the Coachella Valley Water District in LINEAR ROOT BARRIER LB W2 BY accordance vault California Governemnt Code. Section 65591 et seq. 'DEEP ROOT' OR EQUAL INSTALL T f ' requiring efficient lands pe and irrigation design in cooperation with the SHEET NO: PER MANUFAC SPECS. local ai towerntny agency(City or County), NOTE: 4<) tS T R tG Approval of this drawing by t;4'WD s,aff does not constitUte approval to t ALL NATIVE TREES AND SHRUBS TO NOTE: encroach into district and USBR Right"f.-Way. `l"fee ,plans,walls,and BEBACKFLL.ED WITH NATIVE SOIL ONLY. permanent strutturas of any kind may not tie planted or installed in CVWD2-SUB LL TRCMAL TREES SHA RECEIVE ROOT GUARDS SHALL NOT INSTALLED ON and USBR easoments of right-of-way wits!out first obtaining an FE�i.¢53 ONCE ESTABLISHED BASED ON PROJECTS IN PALM DESERT PER DNE:CI'IVE OF er erraar hrnent p rnnit frrzr�1CV L- 6.00 SOILS REPORT. (SEE SPECS) CITY OF PALM DESERT LANDSCAPE MANAGER. lqll- 55 - VV-ATER—L-4A-N-AiXMPNT EPPARi NT" - PALM TREE DETAIL ROOT BARRIER DETAIL CVWD Plan# AEVELOPMENT_SEW19ES 0f5PAR T i .oweRro.,, PLOt , 1 ' f Pae, 1 of 1 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 00 PALM DESERT, CA 92260 , Y a 3N ' (760) 773 5615 . . «. E-MAIL- r e r a .com 411 KIC r> v, LIGHTIN s� - W. ..,. ., w ..�...., '�,.. s ,�� 0 s fi, r ;fir,<., 3 ,t « .>, '1i Y3 > , < , . „ .. .. ,. .. 4 max... ... ,. .. , Shallow Shade N gygypg y,p�+3 .. Lan , Lp-r%D LED Y ^ ABR�tNIN ... ,. BBRFINlSN h .: w. . . _., ,, ,.,: IS EAST S CAST r ,., pCAST _ , x, a xF� •;_ _. u,y w s BRASS Path , ,. , r- { Small.BUM - 15731 {10 spot}15732(35 flood) 15741, (10 spot}15742(35 flood} 15751 (10 spot)15752(350 flood) €3°wide flood}4.5W AZT,B13R,BKT 15743(60°wide flood}15733(6 15753(600 wide flood) ° m' 15 8 0 B11 .T (shown with optional snap-on cowl) 6,5W AZT,BBR (sho.wkn),BKT r x 12.4W AZT(shown),BBR,8K ` LED �� had � �ra Ll Path Name i LED ACCENT LIGHTS i A full collection of accent lights engineered to provide the spread of light needed with the amount of lumen or light output desired. i W W Housing Cast Aluminum or Cast Brass with clear tempered glass lens and polycarbonate mounting stem and locknut.Integrated driver. a 'dt h: ", W Finish Textured Architectural Bronze-,Bronzed Brass,or Textured BlackHeight:: 23 .75 IN Light Source Integrated LEDs and Driver,2950K(-150/+175),High CRI Lerm Power Usage 15731,15732,15733 15741, 5742 15743 15751, 5752 15753 h■ 1t_ at 12V AC ; VA Total:7.5 VA Total:12.2 VA Total:16.7 Input Watts Total:4.5 Watts lotal:8.5 Watts Total:12.4 VA&Watts Multiply fixture VA by the number of fixtures used to determine size of transformer Avm[ab[ IF i n is h s• � � - CO Operating 9V-15V AC/DC TAX tU re d B180, Q W Voltage Range Wiring € 35"of usable 918-2,SPT-1-W leads.Cable connector supplied. Wire 8"In-ground stake0 Technical +�.Jr ' Mounting f Accessories V dr, Z 0 J t Includad L a ri ds l` r Lead 30 Optional 1 15601-Surface Mounting Flange 15647-W Elbow t` E D Pr } '� ) z Mounting ; 15607-Tree/Surface Mounting Bracket a thy#Sp „ N d Accessories 15609-Junction Box Mounting Bracket .i T ce Optional 115701 AZTP,BKTP Short Cowl for use watt 4.5W and 8.5W size. 15702 AZTP,BKTP Short Cowl for use with 12.4W size. For BBR fixture finishes, ty Con t m poia r Bulb or .LED Integrated Snap-On Finishes to match accent fixtures. Finishes to match accent fixtures. use AZTP p I W Cowl ' 15703 AZTP,BKTP Long Cowl for use with 4.5W and 8.5W size. 115704 AZTP,BKTP Long Cowl for use with 12,4W size. Finish' Textured', Black VoL ta e ' 1 Accessories, . : J Finishes to match accent fixtures. Finishes to match accent fixtures. I Optional ; Amber Offers warmer hues of light Green Intensify the greens of foliage Frosted Diffuse light where you need it i Height 2 3 .75 1 UL CSA Listed Yes Lens 115875 AMB For use with 4.5W/8.5W size 15885 GRN For use with 4.5W/8.5W size 15895 FRO For use with 4.5Wf8.5W size Accessories 1 15876 AMB For use with 12.4W size 15886 GRN For use with 12.4W size 15896 FRO For use with 12.4W size LengthMaterial L�,� um I Do'wined and tmted to worts with the wavE 1w9th€,of LED llghthq ............... ...,<_ ................................__. . . _ Notes See photometrics on pages 139 Width 1 N a: U.S.Patent Pending Not for use with electronic transformers. .. Ordering 15731 AZT,BBR,BKT 4.5W LED Accent fixture 10"spot s• 10° 35° 60° W Guide 15732 AZT,BBR,BKT 4.5W LED Accent fixture 350 flood 15733 AZT,BBR,BKT 4.5W LED Accent fixture 600 wide flood V 5.5 7.5 VA 4.5-W Design Pro LED is comparable " J to 20 W MR-16 7 4,5 w: 7.5 VA 4'.5-W 15731 15732 15733 W O H LE R's 15731 coM _ 15732 15733 15741 AZT,BBR,BKT 8.5W LED Accent fixture 10*spot a• TV4?'AZT,BBR,BKT 8.5W LED Accent fixture 35'flood SPECIFICATIONS 15743 AZT,BBR,BKT 8.5W LED Accent fixture 600 wide flood : Qw./w 12.2 VA 8.5-W Design Pro LED is comparable SHEET M BOOK Elto 35 W MR-16 7T 12.2VA8.5-W 15741 15742 15743 8.5 W: 15741 JOB CAPTAIN: RP 15742 15743 DRAWN: EW CHECKED: - 15751 AZT,BBR;BKT 12,4W LED Accent fixture 101 spot 1 O� R1233 15752 AZT,BBR,BKT 12AW LED Accent fixture 350 flood e" �� PROD. N 15753 AZT,BBR,BKT 12AW LED Accent fixture 600 wide flood " 16.7 VA 12.4-W 15751 15752 15753 16.7 VA 12.4-W'Design Pro LED is comparable DATE: 12/21/1 to 50 W MR-16 12.4 w: 15751 15752 SCALE: 15753 REVISIONS: NIT 15647BKTshown with 18' _ ST fixture mounting stem (15657BKT)and ._l Q- LEDAccentLight(15731 BKT), bath sold separately. . �1 t li� i Ir is. - i = 0� orde' 'r i d==45. . Y 11 /201 0 P - _ SHE ET ET NO: GENERAL NOTES PLANTING NOTES CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 1. PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION AND SERVICES 2.ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE 2. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, COMPOSITION. "HOT"SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND PLANS. REGULATIONS AND RULES. PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND LANDSCAPE ARCHITECTS, INC. EXCESS WATER RETENTION IN PLANTING AREAS. 3. MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES LANDSCAPE CONTRACTOR. AND AGENCY INSPECTIONS,AS REQUIRED. 7" EL PASEO, SUITE 2M 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT,ALL EXCAVATION, GRADING, PALM DESERT, CA 92260 AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR 5. SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE,ALL CONDITIONS (760) 568-3624 FAX REPORT.THE SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED WALK TO CONTROL IRRIGATION RUN OFF. SEE DETAIL ON PLANTING DETAIL SHEET. AND BE FAMILIAR WITH THE DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED THE OWNER (JOB SUPERINTENDENT). (760) 773-5615 OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 5. BEFORE ANY PLANTS ARE LOCATED,ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE E-MAIL rgaerga-pdcom POSITIVE DRAINAGE. IN ACCORDANCE WITH THE GRADING PLAN. IF THERE IS NO GRADING PLAN,CONSULT WITH THE 6. FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS,ALL TREES, SHRUBS,VINES AND 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. LANDSCAPE ARCHITECT PRIOR TO PLANTING. HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT PROPERTY, 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. APPROVED BY LANDSCAPE ARCHITECT. 7.WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL, INCLUDING PLANT MATERIAL,AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS,VINES AND 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5'(FIVE FEET)TO AN EDGE OF PAVING, GROUNDCOVER FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GENERAL CONTRACTOR.(IF APPLICABLE) HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5'OF HARDSCAPE SURFACE (EDGE OF SIDEWALK,WALLS, GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. CURBS, ETC.) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. 8.WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO (SEE DETAIL) INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBTITUTIONS OR DEVIATIONS FROM THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY.ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER. THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING.ANY 8. DO NOT PLANT SHRUBS CLOSER THAN 3'(THREE FEET)TO AN EDGE OF PAVING OR HEADERBOARD, OR 30" FROM CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. LANDSCAPE LIGHT FIXTURES. 9. UPON COMPLETION OF PLANTING: CONTRACTOR TO SCHEDUAL FINAL REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE 9. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARCHITECT TO REVIEW PLANTING FOR CONFORMANCE TO THE INTENT OF THE APPROVED PLANTING PLAN AND THEN PREPARE SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. A WRITTEN REPORT REGARDING THE REVIEW. OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. z Q 11. BEFORE BACKFILLING THE ROOT BALL,WATER THE PLANT IN THE HOLE, FERTILIZER AND THEN PROCEED WITH O 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS BACKFI LLI NG.NATIVE DESERT PLANTS SHALL BE BACKFILLED WITH NATURE SOIL. DO NOT FERTILIZE DESERT PLANT. OWNER'S PLANTING WORK RESPONSIBILITIES CO AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 1.CONSTRUCTION RESPONSIBLITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION LIGHTING NOTES INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED W THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER(JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN 1.ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTES. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR ARCHITECT OR OTHER REPRESENTATIVE OF OWNER. METHODS OF CONSTRUCTION OR FOR CONTRACTOR'S CONFORMANCE TO CODE,AND WILL PROVIDE AESTHETIC DIRECTION ONLY. � co 2.ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATIC ALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE c DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER(JOB SUPERINTENDENT)SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS-OF-WAY,TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS(ABOVE AND 3. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR SUCCESSFUL COMPLETION OF THE WORK. a W BIDDING USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT FIXTURES AS INDICATED ON THE PLANS. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE PRECEDING FACTS. 03 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5'(FIVE FEET)FROM POOL, SPA, LAKE OR FOUNTAIN EDGE 3. ROUGH GRADE: OWNER(JOB SUPERINTENDENT)SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH Q W ALL LIGHTS WHICH ARE INSTALLED WITHIN 10' (TEN FEET)OF WATERS EDGE TO HAVE GFI, OR MUST BE LOW VOLTAGE OR GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING LESS THAN 1/10TH OF ONE FOOT, OR MOUNDING AS a FIBER OPTIC. INDICATED ON PLANTING PLANS. co = L� 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 4. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS THE OWNER'S(JOB 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT TO INTERFERE WITH PLANT HOLE SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND Q LANDSCAPE ARCHITECT SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. z z 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6"(SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS. 5. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, F� 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF AND MANUAL OVERRIDE SWITCH. SWITCH TO BE LOCATED QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE W PRIOR TO INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. DECIDED BY THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. W 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE)WITH PLANTING. J M 11.ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE UL LISTED EXTERIOR BELOW GRADE WATERPROOF Q JUNCTION BOXES, PER NEC SPECIFICATIONS. 12.ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES LXCfKILARC� LI�� WVRIK Y AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. 1. SHOP DRAWINGS: ALL LIGHTING AND IRRIGATION CONTROLLER ELECTRICAL CIRCUITING AND PANEL SIZING WILL BE BY THE CONTRACTOR. PROVIDE REPRODUCIBLE DRAWINGS SHOWING ALL CONTROL WIRING DIAGRAMS W FOR ANY LIGHTING AND IRRIGATION CONTROLLER INDICATED ON THESE PLANS. SHOW ALL CONDUIT AND WIRE SIZES. INDICATE VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS OF FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS. r IU 2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH PROJECT ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES, _PROVIDE CONDUITS AS REQUIRED. (n a: 3. WIRING METHODS: A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. SPECIFICATIONS B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. SHEET E BOOK ❑ C. ALL CONDUIT ABOVE GRADE SHALL BE PER NEC APPROVED SPECIFICATIONS. 6. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR (24) HOUR TIME CLOCK AND PHOTO CELL. JOB CAPTAIN: RP COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER. DRAWN EW 7. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. CHECKED: - 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. PROD. NO: M233 NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. DATE: 12/21/12 SCALE: REVISIONS NIT CVWD LANDSCAPE APPROVAL - These plans have been reviewed by the Coachella Valley Water District in ATE accordance witti California Governemnt Coda, Section 65591 et seq. \T5iC requiring efficient landscape and irrigation design in cooperation with the SHEET NO: local governing agency(City air County), 4�S � Approval of this drawing byCVO^U staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plans,walls,and permanent structures of any kind may not tw planted or installed in CVWD and USBR easoments or righi--ot-way wiltiout first obtairtirig an encroachment permit fro L- 6.10 14:3 Det RIM ENT DEPAI N l CVWD Plan# EV OPM T I S LyFPAf�TM,AIT PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to II. Maintenance checking, adjusting and repairing irrigation equipment; resetting the automatic controller; aerating and de-thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas A. The Contractor shall be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and backflow protection devices, including the following items. • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. Plastic Pipe PLANTING Plastic Pipe Fittings LANDSCAPE ARCHITECTS, INC. Remote Control Valve Wiring 73061 EL PASEO, SUITE = I. ANNUAL COLOR/GROUNDCOVER AREAS Remote Control Valves PALM DESERT, CA 92260 Manual Control Valves (760) 568-3624 FAX Quick Coupler Valves (760) 773-5615 A. Shrub and groundcover areas shall be tilled only prior to pre-emergent application but raked and edged weekly or bi-monthly, Sprinkler Heads and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area Valve Boxes E-MAIL rga•rga-pdeom of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed. B. Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape Architect. B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to allow for their proper operation and normal spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. necessary. Trim and edge to maintain sidewalks and curbs free of plant growth. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan. II. WEED CONTROL b. Plastic pipefittings and connections shall be PVC Schedule 40. W Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a 2. The Contractor shall inspect and examine the irrigation system while water is on twice per month. 0 monthly schedule. Weed infestations of the shrub and groundcover areas, if severe, may be controlled by a commercial 9 Y herbicide by obtaining written permission from the Owner. Such permission shall depend on the Contractor submitting to the 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. Owner the following information: � W 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth. A. The exact location(s) where the herbicide is to be used. Z 105. Automatic controllers will be kept locked at all times. � B. Verification that the herbicide has no harmful effect on desirable plant materials. O Co C. The herbicide will be applied at the manufacturer's instructions for application. CLEAN UP W I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, Q Bermuda grass infestations of the shrubs, groundcover and slope areas, if severe, should be sprayed out and "weedeaten". glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. TREE NOTE: Q V II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off-site. All grass clippings deposited on ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SC NG v'E BRANCH III. DISEASE AND HARMFUL INSECT CONTROL roadways or walks shall be picked up after each mowing or trimming operation. UM a TO REMAIN. PER ARIZONA NURSERY STANDARDS. Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall III• All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No M: �E immediately be submitted to the Owner. The report shall include: debris will be allowed to remain at the end of the workday. NOTE: 0 W IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. W 03 A. Exact location(s) where disease and/or harmful insects are prevalent. TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND a W ANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose SHALL NOT BE PL � W Q B. Contractor's opinion of the type of disease and/or insect. of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the OR RK*iT-OF-WAY WITHOUT FIRST OBTANM AN ENCROACHMENT FROM CVWD. landscape area. ' C. Contractor's recommendations for control and elimination of disease and/or harmful insects. MISCELLANEOUS 0 VI. FERTILIZATION THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF Z Q I. The Contractor shall furnish and pay all costs for the following material COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATI N CERTIFIED Z A. General Herbicides, pesticides and fungicides LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND S PPLY A Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shall be in accordance with indicated rates Irrigation system parts Z and times in soils report. Fertilizers WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING O F OF THE W Tree stakes and ties a B. Method of Application All tools and equipment to complete the work specified PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER J W Plant materials damaged by the Contractor THE Annual color SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use Overseeding THE INSPECTION AND WATER AUDIT. of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer City of Palm Desert Landscape Inspection Schedule Ij j schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc., which might affect 1) Sleeving / Grading stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materials in solution. a. Sleeve diameter, type, depth and location V D. Trees and Shrubs b. Soil surface drainage, elevations and trash (including weeds & rubble) W W a An agricultural soils test and soils report must be completed prior to landscape installation. soil amendments must be 2) Plant Material (trees & shrubs) _ c installed per soil report recommendations using locally sourced material a. Condition co CL b. Type IRRIGATION SYSTEM c. Placement SPECIFICATIONS 1. Operation 3) Final a. Irrigation: SHEET O BOOK ❑ A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be i) Valves, boxes and wiring monitored and adjusted accordingly to maintain efficient use of water being applied. ii) Controller operation and schedule .JOB CAPTAIN: RP iii) Sprinkler, bubbler and/or drip emitter type, B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration. The flow rate and quantity per plant DRAWN: EW project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time iv) Overall operation will allow for proper infiltration and thereby minimize runoff. v)As built CHECKED: - b. Tree staking C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. c. Overall PROD. NO: R1233 D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. DATE: 12/21/12 E. Contractor will avoid manual activation of automatic valves. Irrigation Water Use Schedule by Month SCALE: F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's (This irrigation schedule is a guide per CVWD) REVISIONS" NIT recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an irrigation system, or any area resulting from moray Heads Bubblers and Emitters �- the physical breakdown of the irrigation system. - Lawn irrigation days oer week; by month Tree+ shrub irrigatieon days per week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 Spey type head for lawn (n mhutee per irrigation day), by month Bubbler type head for trees (in minutes per irrigation day), by month W- - - Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. - Jan Feb. Mar. Apr. May June July Aug. Sep. Oct. NOV. Dec. CVWD LANDSCAPE APPROVAL �- - - - 3 5 8 10 10 10 10 8 6 7 2 LOW. 10 16 20 28 36 40 42 34 30 20 14 8 These plans have been reiiewed by the Coachella Valley Water District in accordance with Cal forma Governernnt Coda, Section 61591 et seq. ,14 T E� aequiring efficient landscape and irrigation design in cooperation with the SHEET NO: Rotating type head for lawn (in minutes per irrigation day). by month Emitter for in minutes irrigation da b month local governing agency(City or County), Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. ° s 2rR tp°��al cf phisrat��n try cvtitvc ,aff ages not constitute approval to eacroach Into district and USSR Rights-of-Way. `gees,plans,gwelis,and LOW. 12 18 24 36 42 48 48 42 36 24 18 12 permanent struaurw i of any kind may not be planted or installed in OPND 12 22 35 42 46 41 41 40 32 27 28 9 and U.SBR easoanents of right-of-way without first obtaining an encroachment @�,rrr,it fror�¢C.�',t#6/ . L-9.0 0 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soli type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week, and month Contractor shall then observe the condition Of the Dat ERA I=rJT Ira r T -t Pr Y plants and adjust the � � schedule as needed to assure that the plants are not over or under irrigated CVWD Flan# EV OPMEN I S 06PAOM T