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HomeMy WebLinkAbout49867 DESERT VISTA DRIVEHULTENG JENSEN RESIDENCE PROJECT NAME: LOT #35 49-867 DESERT VISTA DR. PALM DESERT, CA. IRONWOOD CANYON VISTA ESTATES INDEX: CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS CITY OF PALM DESERT MAINTENANCE AND INSPECTION SCHEDULE VICINITY MAP: r } W W 2 0 2 MESA DRIVE SITE DINAH SHORE IRONWOOD COUNTRY CLUB / DESERT ' RIDGE VIEW WAY L-1.00 L-2.00 L-2.01 L-3.00, L-3.01 L-4.00 L-4.01 L-5.00 L-6.00 L-6.01 L-7.00 WATER CONSERVATION STATEMENT: Landscape Documentation Package Checklist Hulteng Residence Tract or Parcel Number: - Assessor's Parcel Number (APN): 771-540-013 Project Location: 49-867 Desert Vista Dr., Ironwood, Palm Desert Landscape Architect / Irrigation Designer / Contractor Nam CC Design 72-690 Spyglass Ln. Palm Desert, CA. 92260 Included in this Landscape Documentation Package are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: Recreational Turf grass Landscape: Maximum Applied Water Allowance: X 3. Estimated Total Water Use by Hydrozone: Very Low Plant Hydrozones: Low Plant Hydrozones: Moderate Plant Hydrozones: High Plant Hydrozones: Turf grass Hydrozones: Recreational Turf grass Hydrozones: Annual Color Water Features: Estimated Total Water Use (ETWU): X 4. ETWU < MAWA PLAN SETS X 5. Landscape Design Plan 149.65 100 cubic feet per year 0 100 cubic feet per year 149.65 100 cubic feet per year 0 100 cubic feet per year 44.21 100 cubic feet per year 55.77 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 99.97 100 cubic feet per year X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. STANDARD SYMBOLS AND ABBREVIATIONS n LIMIT OF WORK SHEET MATCHLINE MOUNDING ( NOT TO EXCEED 3:1 ) HIGH POINT OF MOUND ( IN INCHES ) KEYNOTE, SEE MASTER LIST ON SHEET DETAIL NUMBER SHEET NUMBER EXPANSION JOINT SCORE JOINT POINT OF BEGINNING FOR DIMENSIONING DIRECTION OP SLOPE. I% MIN. ON HARDSCAPE ELEVATION DETAIL NDR HEADERBOARD ALIGN ALIGN ACCORDINGLY TYP. TYPICAL PA PLANTING AREA CENTER LINE _ PROPERTY LINE R RADIUS DN DOWN RISERS EQ EQUAL WS WATER SURFACE LEVEL MN MINIMUM COL COLUMN HP HIGH POINT LP LOW POINT DIA DIAMETER CONT CONTINUOUS HT HEIGHT SIM SIMILAR O.G. ON CENTER DG DECOMPOSED GRANITE TW TOP OF WALL (AS MEASURED FROM THE ADJACENT FINISH GRADE ) CC DESIGN / LANDSCAPE DESIGNING CATHY CIESLIKOWSKI 72690 SPYGLASS LN. PALM DESERT, CA 760-799-4674 E-MAIL; ccdesignconsult@aol.com PREPARED FOR: ROBERT HULTENG AND RANDY JENSEN 144 TURQUOISE WAY SAN FRANCISCO, CA. 94131 IRONWOOD COUNTRY CLUB TRACT 29713-DESERT VISTA DRIVE PLAN AND PROFILE FOR STA. 9+09.29 - 20+00 BEING A SUBDIVISION OF A PORTION OF THE EAST HALF OF SECTION 5, T.6S., S.B.M. REVISIONS REVISIONS DESCRIPTION 2 1 E * HO.A 1-10A '13 PER CVWD Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG TIRE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RCA, INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY 1RTHOUT THE EXPRESSED MITTEN CONSENT OF EGA INC. © Y4 CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY: OC.0 RES. NO JSTAFF LETTER R.C. RES NO ❑ARC ACTIONFO$M By'At— CONSTRUCTION SHALL COMMENCE WITHIN ,,. T n u nnyM • GJW9 `irrO" .IL INITIALS DATE 02-02-15 02-22-15 and-03-15 CVWD LANDSCAPE APPROVAL Y—q / Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach Into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD, ATER MANAGEMENT DEPA' I NT VEL ThMENT)EIR\J,fES DEPARTMENT DATE: 02/22/2015 L 42196 (N A 7 3 A-3 /a' 0.60 L T r _—i S 9 6 9 K < y y >_ i r5951 (596 f N597) i- f5as) f - r. f= )7 f (58s _ y _ V �N �- ~----(590)--_/c' I crl —_ - _ Flo I" cl� 1" - �- 33' 33' CVWD DOMESTIC WATER AND SANITATION EASEMENT PER TRACT MAI NO. 29T 13,MB392 /12 - 22 a LOT J A-4 %4" 1.20 A-1 1" 6.00 ` NOTE: SEE SHEET L-3.1 FOR IRRIGATION LEDGE AND NOTES AND WATER CALCULATION SHEET TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL I 4-9 If; Date These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USSR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. "La ATER MANAGEMENT DEPA NT CO D S LANDSAFE DESIGN AND SITE FLANNIN6 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL: ccdeslgnconsultmaol.com Z J 0 Z 0 H Q CD cc cc DATE: SCALE: REVISIONS: PER CVWD 0 0 0 A A A A A SHEET NO: W UW ZQ W H 0CI) �^!ll VW O M z Z U W ZO WO 0 O Z CC W H co J D O =J 01-05-15 1"'=10'-0" 04-03-15 CVWD Plan # MENT ERV 'ES DEPARTMENT L 42197 CO SIG\ CRITICAL ANALYSIS Generated: P.O.C. NUMBER:01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Elevation Loss: Friction Loss: Fittings Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: 2015-02-27 14:24 3/4" 23.00 gpm 65.00 psi 5.00 ft 1 1/4" 20.00 ft 62.00 psi 7.00 gpm 23.00 grim 16.00 gpm A-1 30.00 psi 0.00 psi 0.50 psi 0.05 psi 1.74 psi 32.28 psi 0.06 psi 0.59 psi 2.60 psi 4.00 psi 0.88 psi 40.41 psi 62.00 psi 21.59 psi IRRIGATION SCHEDULE SYMBOL a SYMBOL i 90 180 360 SYMBOL I a MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD 1800-1400 FLOOD FIXED FLOW RATE (0.25-2.0GPM), FULL CIRCLE BUBBLER, 1/2" FIPT. MANUFACTURER/MODEL/DESCRIPTION RAIN BIRD XCZ-075-PRF LOW FLOW DRIP CONTROL KIT, 3/4" LOW FLOW VALVE, 3/4" PRESSURE REGULATING RBY FILTER, AND 30PSI PRESSURE REGULATOR. 0.2GPM-5GPM. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. RAIN BIRD XB PC 1032 SINGLE OUTLET DRIP EMITTER SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW RATES OF 0.5GPH=BLUE, 1.0GPH=BLACK, AND 2.0GPH=RED. COMES WITH A 10-32 THREADED INLET X BARB OUTLET, ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' DETAIL MANUFACTURER/MODEL/DESCRIPTION DETAIL RAIN BIRD PEB 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. FEBCO 765 1-1/4" (TO BE INSTALLED BY PRIVATE CONTRACTOR) PRESSURE VACUUM BREAKER, BRASS WITH BALL VALVE SOV. INSTALL 12" (305MM) ABOVE HIGHEST DOWNSTREAM OUTLET AND THE HIGHEST POINT IN THE DOWNSTREAM PIPING. RAIN BIRD ESP8LXME (RAINSENSOR) 8 STATION CAPABLE COMMERCIAL CONTROLLER. MOUNTED ON A PLASTIC WALL MOUNT. RAIN BIRD ETC-LX (RAINSENSOR) UPGRADES ANY ESP-LX SERIES CONTROLLER TO AN ET/WEATHER-BASED IRRIGATION CONTROLLER. WATER METER 3/4" IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow - Valve Size Spring Summer Fall -Winter TOTAL TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. Zone No Total Tree and Shrub Square footage Total Art Turf Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of plants by water use Very Low I Low I Mod I 0 109 55 High I 0 Total 164 Conventional Landscape Recreational Turf Water Use Calculations Hulteng Residence Site Information 6334 l l 0 0 0 I • of Total Landscape 0.000 0.665 0.335 0.000 1.00 Maximum Applied Water Allowance Zone No. Eto 1 57.01 1 57.01 P lant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Rant !Spring !Summer 'Fall -Winter 'TOTAL Value Factor 12.54 0.20 34.77 0.20 9.70 0.20 P lant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Rant 'Spring Sumner Fall -Winter TOTAL Value Factor 12.54 I O.50 34.77 I 0.50 9.70 I 0.50 P lant/Irrigation System Type: Spray Season Zonal Eto Value 12.54 34.77 9.70 Rant Factor 0.20 0.20 0.20 Water Adj Factor 0.5 0.82 Square Footage 0.00 4209.79 2124.21 0.00 Total Sq. Conversion Factors Ft. 0.62 I 748 6334 0.62 0 0.62 Estimated Water Use Zone 1 Area I sq. ft. 4209.79 4209.791 4209.791 Zone 1 Area sq. ft. 2124.211 2124.21 2124.21 Zone 1 Area sq. ft. 0.00 0.00 0.00 I 748 748 TOTAL MAWA Irr. Eff. Area 0,9 ' 4209.79 Conversion Factors 0.62 748 0.62 748 0.62 748 0.62 748 Irr. Eff. Area 0,9 ' 2124.21 3 Conversion Factors 0.62 0.62 0.62 0.62 748 748 748 748 Irr. Eff. Area 0.75 Is 0.00 Conversion Factors 0.62 748 I Mari. Eff. 0.62 748 I 0.75 0.62 748 0.75 0.62 748 0.75 Estimated Total Water Use NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. Irri. Eff. 0.9 0.91 0.9 MAWA 149.65 0.00 149.65 Seasonal Plant Factor: 2 Low Estimated Irri. Eff. Water Use 0.91 9.72 0.91 26.96 0.9 7.52 44.21 Seasonal Plant Factor: Mod Estimated Water Use 12.27 34.01 9.49 55.77 Seasonal Plant Factor: 2 Low Estimated Water Use 0.00 99.97 • CVWD LANDSCAPE APPROVAL I These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 85591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD 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 be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Y-q /5' Date. TER MANAGEMENT DEPA LANDSAPE DESIGN AND SITE PLANNING 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL: ccdeslgnconsultaaol.com z J 0 z 0 F a: cc Uw z w�..a- U flad Wz a: O 0 U CO z0� w O CC z CO zA co co IJ DATE: 01 05-15 SCALE• 1" 1o°-on REVISIONS: PER CVWD 04-03-15 A A 0 0 0 A 0 A SHEET NO: CVWD Plan # �� rt- JAEVEL MENT (3VJ'i,ES DEPARTMENT L42198 BRASS RIPPLE (TOP) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PREVB4TER GATE VALVE TEST COCK (TOP.) 4 PLACES STRAINS 140 MESH MODEL CC41-:?PRESSURE SUPPLY LIE MAKE PRESSURE GAUGE TAP ELL (0-200 PSI) 2 PLACES (PLASTIC FACE) FIBJEF PORT FINISH GRADE BRASS ELBOW ROW an (aRASS) BRASS NPPL.E UNION PRESSURE SUPPLY LIE -DISCHARGE PVC SCFI 40 MALE ADAPTOR BRASSEU3OW NOTE t EOUP6EN T TO BE INSTALLED AT A MNIAIM OF 12' FROM WALLS, BIADINGQ ETC. 2 ALL ABOVE GROUND ASSEMLY SHALL RECEIVE 0101) COAT BOXY PRIER AND ONEO) COAT EPDXY PANT AS SELECTED BY ARCHTECT. DO NOT PAINT LEVERS, TAGS, AND MOVING PARTS. a WHEN LINT IS TEXT TO BUL.DIG, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE 0 • • HYBRD CONTROLLER 2' PVC SCH 40 CONDUIT NC Fi(TNGS t yf �WFES TO REMOTE CONTROL VALVES. LOCAL FOR 110 VOLT A BACKFLOW PREVENTOR (PER C.V.W.D.) B AUTOMATIC CONTROLLER LEGEND t RAN BIRD XERI-SPRAY OR XBRI-BURBLER OR XERFBUG EMISSON DEVICE (SEE IRRIGATION EQUIPMENT LEGEND FOR MODEL 310. 2 RAN BIRD MODEL IPFR-12 POLY RE( RISER (LENGTH AS REQUIRED). 3. MUSH BED. 4. FINISH GRADE 5. PVC FITTING (S x S x 1/2' RFT). 6, RAN BIRD MODE.. 4 fA-050 POLY FLEX RISE( ADAPTER. 7, PVC PFE (DEPTH PER SPECIFICATIONS). APPLIED ENG.(OR EQUAL)12tx18 PLASTIC BOX + COVER WI LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH SURROUNDING SOIL. USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. 3' MIN. 2*(99 • 'i oOCY�io T 2,4800 O po oo�,I• oo.� I PVC MAINLINE \ DRIP VALVE NOTE INSTALL AT LOWEST POINT AND/OR AT BD OF LATERAL PPNO AS ICED. FINISH GRADE % -I I1=111 -III=III II PVC LATERAL LNE SEE PLAN FOR SIZE AP. CEFCH RUSHING BJD VALVE FLL BOX WITH 1/2' PEA CARAVEL 4. G BOX TO BE PLACED AT RIGHT ANGLES TO HARDSCAPE BRIE VALVE SEQUENCE TO BE PANTED ON EACH BOX CONNECT WFES BY SOLDBFN0 TOGEhER + WATERPROOFING USE AN UL APPROVED UNDERGROUND WRRE SPLICE KIT FNSH QRADE LAWN AREAS RIM GRADE SFR1B AREAS C APPLIED ENG(OR EOUAL)12'x16' PLASTIC BOX + COVER WI LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH SUR ROUIDIG SOL USE LAVEICBR BOX FOR RECLAIMED WATER A?FUCATICN CURL TYPE EXFAN- SION LOOP(MN.24') NON PRESSURE LIE HMG PVC LIE PFE SDL NOD lFLOW ADJUS MELT PEA GRAVEL (MIL 3 CU. FT) PVC SCH. 40 MALE PRESSURE SUPPLY LIE FETING (SEE SPECIFICATION) PVC LIE PFE MNSSCH 80 COMMON WIRE -CONTROL WIRE NOTE INSTALL CONTROL VALVES MISR1M OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. AUTOMATIC VALVE NOTE. PROVIDE A 18' SETBACK ON CURB NC SIDEWALK MHBEE APPLICABLE), PER CVWD. L 24. L 1 ,1 1' _ 4= SPRAY I -FAD lit STREET F B1S 1/2' SCFED 80 RIPPLE (LENGTH AS REWIRED) U2' STREET ELL PVC TEE VALVE SEQUENCE TO BE I -EAT BRANDED ON LID OF EACH BOX FINISH GRADE USE CHRISTY'S TAGS OR EQUAL EQUIVALENT TO INDICATE VALVE SEQUENCE ON VALVE. CONTROL ZONE KIT• RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE, 100PESB VALVE, OKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR.) PEA GRAVEL APPLIED ENG (OR EQUAL) ROUND PLASTIC BOX + COVET COLOR TO MATCH Sl1RROU DNC SOL USE LAVENDER BOX FOR RECLAIED WATER APPLICATION. PVC LATERAL LIE LAWN POP UP 7 A 0 0 0 0 O O ci O C C •0 0 0 0 • 0 O O a O - FLUSHING END CAP MAX WIDTH 12' a O 0 e 0 0 0 0 0 O O O 0 I Cr O 0 O 0 0 O a O O D 0 MEL PVC SCHEDULE 80 RISER PVC SCHEDULE 40 STREET BLS APPLIED ENG. (OR EQUAL) ROIIPD PLASTIC BOX + COVER COLOR TO MATCH StR iott NO SOL (TAN N D.G. AND GREEN N LAWN) USE LAVENDER BOX FOR RECLALVED WATER APPLICATION. 18' I D Ptitvivm PVC BCFEDU_E 40 TEE OR ELL -I CLASS 200 PVC LATERAL PPNG O 0 0 TREE BUBBLER a O 0 0 Y FILTER - RCV 00C i MAIN LATERAL LINE PRESSURE REGULATOR VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 3/4" PIPE 1" PIPE 1-1/4" PIPE 0 TO 181 TO 361 TO 841 TO 180 GPH 360 GPH 840 GPH 1440 GPH INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. COVER MARKED: FRIGATION I N • • • • • • ▪ • I soma REM GRADE LAWN AREAS FINISH GRADE SHRUB AREA HANDLE PRESSURE SUPPLY LNE (SEE SPEC) PEA GRAVEL (L12 CU. FT) BALL VALVE • ..'. USE TOE NIPPLE • BALL VALVE t 2 a GENERAL INSTALLATION NOTES APPLIED ENG(OR EOUAL)12•xtr PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH SURROUNDING SOL 118E LAVBCER BOX FOR RECLAIMED WATER APPLK:ATICN AWHQ)A(6((X( REM -IL I ( P SPRNCLER RRIGAION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PPNO WLL BE DEFEFOME ' AT TIME OF INSTALLATION. MAILNE AND LATERALS SHALL BE PLACED N SANE TRENCH WFBI poeee.E EOIJPM@ET SHOWN 14 PAVED AREAS B FOR DESIGN CLARFICATION ONLY AND SHALL BE INSTALLED N PLANTED AREAS. INSTALL ALL EOUPMENT AS SHOWN N DETALS. ALL EOUPt IT FEOURED BUT NOT S'ECFED ON THE DRAWING SHALL BE PROVDED BY THE E FICQAT1ON CONTRACTOR. ALL EOUPMERT SHALL BE INSTALLED N ACCORDANCE WITH MANUFACT1JREiS IBIRUCT10NB AND SPECFICATIONB. 4. BACKFLOW PROTECTION UNT(8) SHALL BE NSTALLE7 N ACCORDANCE WITH LOCAL CODES. 5. 6. EVOCATION CONTRACTOR SHALL BE RESPONBBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. ALL MANSE PPNG SHALL HAVE A MMIAJM OF 18' COVET (2S UNDER ROADS AND STREETS, MD 24' F RUBBER RNO SEALED PFE). ALL LATERAL PPNG SHALL BE TREICFED A MWLAUM OF IT DEEP. ALL CONTROL WEE GONG UNDER DRIVEWAYS AND MEETS SHALL BE SLEEVED N A PVC FFE LATERAL PPNG GONG UNDER DRIVEWAYS AND STREETS SHALL BE SO -MILE 40 PVC. 7, ALL VALVE CONTROL WIFE SHALL BE INSTALL® N SAME TRSICH WRH MANLPE NI ME ER POSBBLE AND SHALL BE SOLD COPPER, AWG 414, TYPE UF, DIECT BURIAL WERE, USING SNAPITFE OR SCOTCH-LOC WIRE COMECTORS. 8. ALL TRENCH BACKFLL SOL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT MO CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO TFE UNDBRJFBED SOL. AHD SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO Areal GRADE CONTRACTOR SHALL FLUSH ALL PPE LIMES PRIOR TO INSTALLING SPFNCLER READS. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND NBTALL ANT DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EIOSON OR DAMAGE CONTRACTOR SHALL ADJUST ALL BPF.r1CLERS AND VALVES FOR PROPER OPERATION AND COVERAGE EPFNCLE 8 ALONG STREET CUEING MD DRIVEWAYS SHALL BE SET BACK 18 RICHES PER CVWD. ALL'- . nw .3i8 SHALL BE ADJUSTED 80 THAT NO WATER IS hfOWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW B PE STTED ON HAFDBCAPE 24" Min. Or Per Specs 6 Sleeving Trenching ..♦c..-.••• • .. =II IS. II:I1.I ;:: ::.;... II II •III :: II- .II& „ILAigiic �: r4111. - -. r=II_ = =III=II u= M 6 1 Y 4 6o SECTION / ELEVATION 2' 0 0 90% COMPACTION REQUIRED - SEE SPECS 0 TRENCHING/SLEEVING DETAIL IRRIGATION HEAD TYP. (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBLER OR XERI-BUBBLER DETAIL PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT. TREE, PALM TRUNK ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL L 18' 4' THREADED NIPPLE STREET ELL n TEE (THREADED OUTLET) u IWERTED NOSE GARDEN VALVE EL STREET ELL 12' THREADED TIPPLE INVERTED NOSE HOSE BIB 12 13. 14. 15. 120 VOLT POWER FOR CONTROLLER(3)18 TO BE PROVIDED BY crness ON A SEPARATE CFICUT BREAKER. FVOGATION CONTRACTOR SHALL BE REV'ON SBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DEr ERAMED BY OWNERS AUTHORIZED FIEPRESENTATIVE RONALD GFEGORY ASSOCIATES, INC. SHALL APPROVE ALL WELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100% SPFNCLET COVERAGE OR THE FFtlGATION CONTRACTOR SHALL ASSUME FULL RESPON SELI Y. RONALD GREGORY ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR &PROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PPE 1317110 OR NADEOUATE STATIC PRESSURE OR PF$D DESIGN CHANCES WITHOUT APPROVAL RONALD GREGORY ASSOCIATES. NC. B NOT RESPONBBLE FOR ERRORS N INSTALLATION F hEY HAVE NOT BEM RERAN® FOR NBTALLATION OBBE VATION. 16. LANDSCAPE CONTRACTOR SHALL REFER To BPECFICATIONB FOR DETALn. STANDARDS OF MATERIALS MD WOPoOdANBFP. KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL - 90% COMPACTION 3. SAND (TYP) 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE ALL SLEEVES TO BE SCH 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). • • • NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES O F ANY KIND SHALL NOT BE PLNATED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST O BTAINING AN ENCROACHMENT PERMIT FROM CVWD. CVWD LANDSCAPE APPROVAL Date These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD 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 be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPA CC DESIGN LANDSAPE DESIGN AND SITE PLANNING 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL: ccdesignconsult•aoicom Co J F W 0 0 F- a cc cc W o U �Q ZQU W� . O d WZ cc ce 0 W0F 0 > WOft Z CD Uow Z 0 ?:, 1- " w JF O =J DATE: 02-22-15 SCALE: 1"=10'-0" REVISIONS: 0 A 0 0 A 0 A 0 A SHEET NO: • J DRIP EMITTER L END SELF FLUSHING VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE/PALM IRRIGATION DETAIL CVWD Plan # i2V,1tI ES DEPARTMENT L 42199 OWNER'S IRRIGATION WORK RESPONSIBILITIES CONTRACTOR IRRIGATION WORK RESPONSIBILITIES SCOPE OF IRRIGATION WORK CC DESIGN 1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL IRRIGATION EVALUATIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT EVALUATION ROLE TO THE OWNER (JOB STUPERINTENDENT), PROVIDING INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 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 (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE FACTS. 3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. 4. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SHALL BE DECIDED CONCURRENTLY BY THE OWNER (JOB SUPERINTENDENT) AND OWNER. IRRIGATION GENERAL INSTALLATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC, FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN ON THE PLAN IN PAVED AREAS IS THERE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ADJACENT PLANTED AREAS. 2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 4. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. 6. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS AND STREETS, AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE, WITH 18" OF COVER. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC, WITH 18" OF COVER. 7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. INSTALL 2 WIRE SYSTEMS PER CONTROLLER MANUFACTURER SPECIFICATION. 8. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS. 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI -DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. 11. CONTRACTOR SHALL ADJUST ALL HEADS AND VALVES FOR PROPER OPERATION AND COVERAGE AS SPECIFIED ON THE IRRIGATION LEGEND. HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18" FROM INSIDE FACE OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS. NO OTHERTHROW IS PERMITTED ON HARDSCAPE. 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN -FIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS, OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE IRRIGTION COVERAGE. 14. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN -FIELD DESIGN CHANGES. 15. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR. SPECIAL NOTES 1. SPRAY HEADS: SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL, A FENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT POP-UP HEAD SHALL BE INSTALLED ADJACENT TO ALL 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. 2. CONTRACTOR SHALL PROVIDE TWO EMITTERS/TREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR ALL TREES POP-UP SPRAY SPECIFICATIONS: LAWN: 2" OR 3" POP-UP BODY IN STANDARD TURF ANNUAL COLOR: 6" OR 12" POP-UP BODY SHRUBS: 6" OR 12" POP UP BODY GROUNDCOVER FROM FLATS: 3" OR 4" POP-UP BODY FOR LOW GROWING TYPES, 4" OR 6" POP-UP FOR TALLER TYPES NOTE: GROUNDCOVER SPECIFIED AS ONE GALLON SHALL BE PLANTED PER THE SHRUB DETAIL GENERAL NOTES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL COMPOSITION. "HOT" SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND EXCESS WATER RETENTION IN PLANTING AREAS 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT. THE SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON -ENCROACHMENT ONTO ADJACENT PROPERTY, EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL CONTRACTOR.(IF APPLICABLE) 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. 9. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS SUBCONTRACTORS TO ALL UTILITIES CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 4. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER (JOB SUPERINTENDENT) 5. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO METER (P.O.C.) AT EACH POINT OF CONNECTION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE INSTALLATION OF THE METER, IF APPLICABLE. 6. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE, BY STAKES OR OTHER MEANS, ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT). 7. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION OR REVISIONS OF THE SYSTEM AS NECESSARY TO MAINTAIN THE DESIGN OF CONTRACT DOCUMENTS. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER AND LANDSCAPE ARCHITECT. 8. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS, ARE DRAWN SCHEMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM, AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE THAT THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS, AND EXISTING UTILITIES. 9. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS WHERE APPLICABLE. 10. AS -BUILT: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT' RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL INSPECITON, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS -BUILT" SET, AND FIELD STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION, TO A CLEAN PRINT, PROCURED FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. 11. WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 12. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS STATE LICENSE NUMBER. 13. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER (JOB SUPERINTENDENT), AS PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL INSPECTION: A. AS -BUILT PLANS, AS PER NOTE 10 ABOVE. B. THE ORIGINAL OF THE GUARANTEE LETTER. C. THE ORIGINAL OF THE CERTIFICATION LETTER. D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING ADJUSTING, ASSEMBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. 1. BASE SHEETS WERE DERIVED FROM PLANS PREPARED BY: DATED: REVISED: TITLED: 2. WATER INFORMATION WAS OBTAINED FROM: MR./MS.: OF: DATE: PSI GPM 3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S RECOMMENDATION. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 4. ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENTS SUCCESSFUL OPERATION. 5. CONTRACTOR'S GUARANTEE: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. 6. MAINLINE PIPE: PRESURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE PVC CLASS 315. PRESSURE MAINLINE PIPE 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785. 7. SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, CONFORMING TO ASTM TEST PROCEDURE D2466. 8. LATERAL LINE PIPE: NON -PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200, FOR SCHEDULLED 40 IF REQUIRED BY LOCAL JURISDICTION. BURIED A MINIMUM OF 12" WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS D1784. 9. STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED. 10. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT- BURIAL, PLASTIC- COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED. MINIMUM SIZE IS #14 AWG BURIED 18" BELOW GRADE. USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER.TWO WIRE SYSTEM SHALL BE INSTALLED PER CONTROLLER MANUFACTURE INSTRUCTIONS. 11. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE (1) WIRE IS PLACED IN A TRENCH, THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 12. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED (100) FEET OF WIRE LENGTH. 13. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3577 CONNECTOR SEALING PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. 14. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE 15. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. 16. STREET* WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH EXISTING CONDITIONS TO THE OWNER'S (JOB SUPERINTENDENTS) AND CITYS' SATISFACTION, BY THE CONTRACTOR, AS PART OF THE CONTRACT COST, 17. SLEEVING: ALL WIRE, PRESSURE AND NON -PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES, TWENTY-FOUR INCHES (24") BELOW ROAD BED, OR 18" BELOW DRIVEWAYS AND WALKS, THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. 18. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 19. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE INCHES (12") BETWEEN VALVES, AND A MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE. 20 HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT). 21. SPACING OF HEADS SHALL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 22. ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 23. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO THE START OF ANY PLANTING. 24. CLARITY OF DESIGN: NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF -SITE; NO VALVES SHALL BE LOCATED IN CONCRETE. ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING EITHER OFF -SITE, WITHIN THE STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE. IRRIGATION FIELD EVALUATION SCHEDULE (IF REQUESTED BY OWNER) 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERIENTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE EVALUATION FORTY-EIGHT (48) HOURS IN ADVANCE. 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. 3. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS EVALUATION SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH FORA PERIOD OF NOT LESS THAN TWO (2) HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB SUPERINTENDENT) AND CITY INSPECTOR TO MANUFACTURER'S ACCEPTED TESTING PROCEDURE AND APPROVED IN WRITING BY THE CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT. 5. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES. 6. IRRIGATION COMPLETION AND FINAL COVERAGE TEST: THIS EVALUATION IS TO ENSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO ENSURE INTENDED COVERAGE AND PROPER EMITTER FLOW. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC., PRIOR TO THIS EVALUATION. THIS MAY INCLUDE CHANGES IN EMITTERS, NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. CVWD LANDSCAPE APPROVAL Yq /5- Dilate-4" ate CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design In cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach Into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed In CVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. eited- ant ATER MANAGEMENT DEPA BEE MENT VjICES DEPARTMENT LANDSAPE DESIGN AND SITE PLANNING 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL ccdesignconsult'aol.com W U 1- U) Z Q Z W10 O p (13 C He Q co W Z EC V Oae CC>- p as Z ZQQ U WO imm W co Z®a Cl) WOcc Z a O.. co OZ =immi 1-W„43 < ka J cts cofri DATE: 02-22-15 SCALE: REVISIONS: A A A A A A A A A SHEET NO: F NTS L 42200 41:11-44- r- Y y� f --BUILDING\ SETBACK PROPE-T. LINE _► - CANYON VIEUJ DR. _ 4011. • y - tom'- L (5891 EXI,SPNIG SLOPE'PLANT ING--TO-_REMAIN\ %---- 1.59J)' • 1 i NATIVE SOIL 1 CONCRETE PAD VACANT LOT NATIVE SOIL PROPERTY LIN TRANSITION ARE BUILDING SETBACK POT' CIa) NATURAL AREA PROPS LINE NATIVE DESERT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. DECOMPOSED GRANITE BELOW BOTH SIDES 33' ~ PROPOSE EXISTING 2WASHINGTONIA PALM TREES TO BE REMOVE AND -REPLACED WITH 1 NEW 12' BTH PALM TREES` FIELD LOCATE FURTHER SOUTH WEST CLOSER TO FRONT OF HOUSE 33' CVWD DOMESTIC WATER AND SANITATION EASEMENT PER TRACT MAP NO. 29113,M5392 /12 -22 �tC1.,TREE C. EMOV _ NATIVE SOIL. _-- REMOVE EXISTING CERCIDIUM TREES REPLACE WITH NEW 24' BOX TO BE LOCATED FURTHER SOUTH WEST. BY AC SCREEN WALL. SEE PLAN EADER NATURAL BOULDER WATER FEATURE W/ PEBBLES BELOW REMOVE AND OR RELOCATE EXISTING CERCIDIUM TREES. TO FRONT YARD. EXISTING I WASI-IINGTONIA PALM TREES TO BE REMOVE AND REPLACED WITH I NEW 12' BTH PALM TREES. FIELD LOCATE FURTHER SOUTH WEST CLOSER TO FRONT OF HOUSE. 2) MENT NOTE: 2-2-NEW 24' BOX imyrEPLACEMENT TREE ROM TREE REMOVED IN REAR SIDE YARD SETBACK PROPERTY • 8 PLANT SCHEDULE TREES BOTANICAL NAME ACACIA ANEURA SHRUBS AGA AD AS AGW AG AB BJ CPU DAL DW DP ER FM HP HP2 LP RC YR VINE/ESPALIER BBK POT (a) POT Clo) CERCIDIUM PRAECOX DURANTA REPENS 'ALBA' BOTANICAL NAME AGAVE ANGUSTIFOLIA AGAVE DESMETTIANA AGAVE SISALANA AGAVE WEBERI AGAVE X 'BLUE GLOW' ALOE BARBADENSIS BOUGAINVILLEA X ILA JOLLA' CAESALPINIA PULCHERRIMA DASYLIRION LONGISSIMUM DASYLIRION WHEELER! EUPHORBIA RESINIFERA FURCRAEA MACDOUGALII HESPERALOE PARVIFLORA HESPERALOE X PINK PARADE RUSELLIA EQUISETIFORMIS YUCCA ROSTRATA BOTANICAL NAME BOUGAINVILLEA X 'BARBARA KARST' 3 TALL POTS TO BE SELECTED BY OWNERS 2 LOW POTS TO BE SELECTED BY OWNERS COMMON NAME MULGA SONORAN PALO VERDE WHITE SKY FLOWER COMMON NAME CENTURY PLANT DWARF CENTURY PLANT SISAL HEMP WEBER'S AGAVE BLUE GLOW AGAVE BARBADOS ALOE BOUGAINVILLEA RED BIRD OF PARADISE TOOTHLESS DESERT SPOON GREY DESERT SPOON PURPLE LEAFED HOPSEED BUSH RESIN SPURGE FALSE AGAVE BREAK LIGHT GIANT HESPERALOE TRAILING LANTANA CORAL FOUNTAIN BEAKED YUCCA COMMON NAME BARBARA KARST BOUGAINVILLEA TRELLIS SIZE WATER USE QTY REMARKS 24"BOX SIZE 5 GAL 5 GAL 15 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL 15 GAL 5 GAL 15 GAL 5 GAL 15 GAL 5 GAL 5 GAL HTS SIZE 15 GAL DECOMPOSE GRANITE 3/5' MINUS. COvER AREA COMPLETELY TO A 2' DEPTH AFTER WETTED ROLLED AND COMPACTED. COLOR TO BE MATCH NATIVE SOIL STEEL HEADER / COLOR TO BE DETERMINED BOULDERS TO BE WASHED NATIVE GRAY GRANITE / SEE PLAN FOR SIZE RANGE AND LAYOUT 2'-4' MEXISCAN BEACH BUFF 3 .05 MOD 1 WATER USE QTY REMARKS LOW 0.2 13 LOW 0.2 3 LOW 0.2 6 LOW 0.2 14 LOW 0.2 11 MOD 0.5 3 MOD 0.5 21 LOW 0.2 2 LOW 0.2 2 LOW 0.2 21 LOW 0.2 7 LOW 0.2 12 LOW 0.2 13 LOW 0.2 3 LOW 0.2 8 MOD 0.5 20 MOD 0.5 1 LOW 0.2 5 WATER USE MOD 0.5 QTY 5 REMARKS WIRE TO WALL 1. PLANT QUANTIFY: List is provided for the convenience of the coniractor/chent and is not intended for accurate bidding purposes. 2. PLANT ALLOWANCE: The contractor shall provide $500 to be used for additional plant material not indicated on the legend which may be deemed necessary by the landscape architect andf approved by the owner's representative. Such plant material will be specified and field located by the landscape architect. if this allowance is not used, or is only partially used, the unused portion shall be credited to the owner. 3. LANDSCAPE DESIGNER: Shall field review all plant locafions prior to planting. Plants shall be placed in their intended locafions while still in their containers/boxes. 4. UNIT PRICES Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting the bid to the owner. 5. Site observations by the landscape designer: due to the nature of the construction process, all construction work includes deviation from the plans/approved design. It is imperative that the landscape contractor maintain regular communication with CC Design, and that any proposed deviation from these construction documents be discussed in advance. It is the responsibility of the contractor to request a site observafion by CC Design to observe any work which deviates from the construction documents. LIGHTING SCHEDULE SYMBOL MANUFACTURER/MODELJDESCRIPTION QTY DETAIL MATERIAL FINISH PATH LIGHT 9 KICHLER LIGHTING 15805 TREE UP LIGHT 5 KITCHLER LIGHTING 16008 ACCENT LIGHT KICHLER LIGHTING 16004 WELL LIGHT 3 KICHLER IN GROUND 16034 I. INSTALL ALL LIGHT FIXTURES PER MANUFACTURES SPECIFICATIONS. ELECTRICAL LAMP WATTS COLOR TEMP LENS ALUMINUM BBR 12V ALUMINUM BBR 12V BRASS BBR 12V 2. LIGHTING CONTRACTOR SHALL SUPPLY OWNERS REPRESENTATIVE WITH ONE SAMPLE OF EACH FIXTURE FOR APPROVAL IOR TO INSTALLATION. 3. NO SUBSTITUTIONS ALLOWED WITHOUT PERMISSION OF LANDSCAPE ARCHITECT. 4. ALL LIGHTING CIRCUITS SHALL BE E5Y OTHERS. 5. QUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED ON THE PLAN E3-r- THE BIDDING CONTRACTOR. 6. LANDSCAPE LIGHTING AT GENERAL LANDSCAPE SHALL BE OPERATED BY PHOTO CELL 'ON', 24 HR. TIMER 'OFF'. TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. A EXISTNG PLANT LEGEND !,;>51.2:;01.\:tE 04* CE CASSIA spECIES ACACIA SMALLII AND CREASOTE CERCIDIUM BOUGAINVEA YUCCA ROSTRADA AGAVE AMERICANA LED 4 WATTS LED 6.5W LED 4 WATTS WARM WHITE WARM WHITE 60DEG.FLOOD WARM WHITE 35DEG. FLOOD LED 6.5 WATTS TO BE SELECTED 35DEG. FLOOD GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD 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 be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. ATER MANAGEMENT DEPA CO D siG\ LANDSAFE DESIGN AND SITE FLANNNG 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL: ccdesignconsultsaol.com DATE: SCALE: REVISIONS: A 0 W to ect CD co CO 01-06-15 02-02-15 02-20-15 PER HOA COMMENTS DATED 03-18-15 SHEET NO: CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING CINCH TIES OR EQUAL AROUND TRUNK AND POLE (2)-2° BY 2' BY 10'-0" REDWOOD STAKES OR LODGEPINE POLE WATER BASIN. FINISH GRADE BACKFILL MIX: (SEE SPECS.) UNDISTURBED NATIVE SOIL PLANT PIT 2 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL NOTE• 1. ALL NATIVE TREES AND SHRUBS TO BE BACKFILLED WITH NATIVE SOIL ONLY. 2. SUB -TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER TABLETS (SEE SPECS.) NOTE: STAKE DETAIL ONLY APPLIES TO STANDARD TRUNK TREES. DOUBLE STAKE TREE DETAIL 24" —48 BOX 18° / PLANT 1ST ROW OF SHRUBS A MIN. OF 18° FROM OUTSIDE OF HEADER LAWN (SOD) KEEP LAWN MOWED 1° BELOW TOP OF HEADER BOARD STEEL HEADER BOARD STEEL HEADER BOARD SECTION NO SCALE BUILT-IN JOINTS STEEL HEADER BOARD 1/8° W x 6° D GALVANIZED STEEL STEEL HEADER BOARD PLAN VIEW NO SCALE STEEL HEADER BOARD DETAIL KEEP SOIL MOIST, NOT WET 04 S UNDISTURBED NATIVE SOIL VARIES / j- 7PAST VINE BOTH SIDES TYP. 7 / WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. FINISH GRADE PLANT SLIGHTLY ABOVE SOIL LEVEL PLANT PIT DEPTH OF ROOT BALL PLANT PIT 2 TIMES DR. OF ROOT BALL ALL NATIVE PLANTS SHALL BE BACKFILLED WITH NATIVE SOIL ONLY SOIL MIX FOR SUB-TROPICALS: 2/3 NATIVE SOIL 1/3 KELLOGS NITROHUMUS SHRUB PI ANTING -I- VINE FSeol FR DFTAII r BOULDER NOTES. - BURY BOULDER A MINIMUM OF 1/2 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. FINISH GRADE SUB GRADE BOULDER DETAIL FINISH CURB GRADE COBBLE IN DEPRESSED GRADE COBBLE DEPRESSION DETAIL AT HARDSCAPE r7 CU PRUNE FRONDS BELOW HORIZONTAL PLANE PER ISA STANDARD SEE HEIGHT OF PALM TAMP + WATER -SETTLE WHILE PLANING _ I 2 x DIA OF ROOT BALL PALM TREE DETAIL - NON SKIRTED BOULDER HORIZONTAL PLANE FINISH GRADE BACKFILL WITH NATIVE SOIL -- UNDISTURBED NATIVE SOIL FINISH GRADE \r- \\///// / . \/// N //�/ SUB GRADE NOTES. - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. BOULDER DETAIL 1 - SIDEWALK/PAVING chop BUILDING -III-III IIII I I LINEAR ROOT BARRIER LB 18-2 BY °DEEP ROOT OR EQUAL. INSTALL PER MANUFACTURERS SPEC'S. NOTE: ROOT GUARDS SHALL NOT BE INSTALLED ON PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY OF PALM DESERT LANDSCAPE MANAGER. ROOT BARRIER DETAIL PLANTING NOTES 1 PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING PLANTING IS TO BE ADJUSTED IN FELD AS NECESSARY. 2 PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS. 3. MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. KNISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR. 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. 5. BEFORE ANY PLANTS ME LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5 (FIVE FEET) TO AN EDGE OF PAVING, HEADERBOARD OR ROOF UNE. ANY TREE PLANTED WITHIN 5' OF HARPGCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC.) MUST HAVE UNEAR ROOT BARRIER INSTAI I FD AT TIME OF PLANTING PER MANUFACTURE'S SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTNE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30' FROM LANDSCAPE LIGHT FIXTURES. 9. REMOVE ESPAUERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 10. IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BUILDING PERMITS. 11. BEFORE BACKFIUJNG THE ROOT BALL, WATER THE PLANT IN THE HOLE AND THEN PROCEED WITH BACKFILLING. LIGHTING NOTES 1 ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE OF OWNER 2. ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. 3. OUANTTRES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT AS INDICATED ON THE PLANS. 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' (FIVE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN 10' (TEN FEET) OF WATERS EDGE TO HAVE GFI. 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING ARES SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE 7. UGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS. 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF. MANUAL OVERRIDE SWITCH TO BE LOCATED PRIOR TO INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE) WITH PLANTING. 11. ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE BELL S.P. GALVANIZED STEEL UL LISTED EXTERIOR BELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. 12. ALL CIRCUMNG, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. CVWD LANDSCAPE APPROVAL I 1/C" 9 /S Date CVWD Plan # These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County), 1 Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USSR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. ATER MANAGEMENT DEPA Bt"VEL�MEP NT�ERViftE EPA ENT / L 42202 CC Da sic LANDSAPE DESIC AND SITE PLANNI 72-690 SPYGLASS LANE PALM DESERT, CA 9226 760. 799.4674 E-MAIL: ccdesignconsultaaol. W 0 z W o V , cc HULTENG JENSEN DATE: 02-Z SCALE REVISIONS: 0 0 0 A 0 A 0 A SHEET NO: II CC EDES Ic GENERAL NOTES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL COMPOSITION. "HOT" SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND EXCESS WATER RETENTION IN PLANTING AREAS 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT. THE SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON -ENCROACHMENT ONTO ADJACENT PROPERTY, EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL CONTRACTOR.(IF APPLICABLE) 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE DESIGNER IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. 9 LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. 11. SITE OBSERVATIONS BY THE LANDSCAPE DESIGNER: DUE TO THE NATURE OF THE CONSTRUCTION PROCESS, ALL CONSTRUCTION WORK INCLUDES DEVIATION FROM THE PLANS/APPROVED DESIGN. IT IS IMPERATIVE THAT THE LANDSCAPE CONTRACTOR MAINTAIN REGULAR COMMUNICATION WITH CC DESIGN, AND THAT ANY PROPOSED DEVIATION FROM THESE CONSTRUCTION DOCUMENTS BE DISCUSSED IN ADVANCE WITH CC DESIGN.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST A SITE OBSERVATION BY CC DESIGN TO OBSERVE ANY WORK WHICH DEVIATES FROM THE CONSTRUCTION DOCUMENTS. PLANTING NOTES 1. PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 2. PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS. 3. MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR. 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. SEE DETAIL ON PLANTING DETAIL SHEET. 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. IN ACCORDANCE WITH THE GRADING PLAN. IF THERE IS NO GRADING PLAN,CONSULT WITH THE LANDSCAPE DESIGNER PRIOR TO PLANTING. 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNDCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE DESIGNER. 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET) TO AN EDGE OF PAVING, HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC.) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURES SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30" FROM LANDSCAPE LIGHT FIXTURES. 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 11. BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE, FERTILIZER AND THEN PROCEED WITH BACKFILLING.NATIVE DESERT PLANTS SHALL BE BACKFILLED WITH NATURE SOIL. DO NOT FERTILIZE DESERT PLANT. LIGHTING NOTES 1. ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE DESIGNER OR OTHER REPRESENTATIVE OF OWNER. 2. ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATIC ALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE DESIGNER AFTER TREES HAVE BEEN PLANTED. 3. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT FIXTURES AS INDICATED ON THE PLANS. 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' (FIVE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN 10' (TEN FEET) OF WATERS EDGE TO HAVE GFI, OR MUST BE LOW VOLTAGE OR FIBER OPTIC. 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6" (SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF AND MANUAL OVERRIDE SWITCH. SWITCH TO BE LOCATED PRIOR TO INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE) WITH PLANTING. 11. ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE UL LISTED EXTERIOR BELOW GRADE WATERPROOF JUNCTION BOXES, PER NEC SPECIFICATIONS. 12. ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. ELECTRICAL WORK 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 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. 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. 3. WIRING METHODS: A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. 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. COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER. 7. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS, AS REQUIRED. 5. SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND BE FAMILIAR WITH THE DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER (JOB SUPERINTENDENT). 6. FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS, ALL TREES, SHRUBS, VINES AND HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE DESIGNER PRIOR TO INSTALLATION. 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 GROUNDCOVER FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 8. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER. 9. UPON COMPLETION OF PLANTING: CONTRACTOR TO SCHEDUAL FINAL REVIEW BY LANDSCAPE DESIGNER. LANDSCAPE DESIGNER TO REVIEW PLANTING FOR CONFORMANCE TO THE INTENT OF THE APPROVED PLANTING PLAN AND THEN PREPARE A WRITTEN REPORT REGARDING THE REVIEW. OWNER'S PLANTING WORK RESPONSIBILITIES 1. CONSTRUCTION RESPONSIBLITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT) TO THE LANDSCAPE DESIGNER. THE LANDSCAPE DESIGNER SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTES. THE LANDSCAPE DESIGNER IS NOT RESPONSIBLE FOR METHODS OF CONSTRUCTION OR FOR CONTRACTOR'S CONFORMANCE TO CODE, AND WILL PROVIDE AESTHETIC DIRECTION ONLY. 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 BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE PRECEDING FACTS. 3. ROUGH GRADE: OWNER (JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING LESS THAN 1/10TH OF ONE FOOT, OR MOUNDING AS INDICATED ON PLANTING PLANS. 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 DESIGNER. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE DESIGNER PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND LANDSCAPE DESIGNER SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. 5. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE DECIDED BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE DESIGNER. CVWD LANDSCAPE APPROVAL 11- Iry /S Date These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design In cooperation with the local governing agency (City or County), Approval of this drawing by CVWD 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 be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. a Aft et TER MANAGEMENT DEPA'T NT • LANDSAPE DESI AND SITE PLANN 72-690 SPYGLASS LAN PALM DESERT, CA 922 760. 799.4674 E-MAIL ccdesignconsult•ac Co 0 U_ u__ U W Co a F Q J 0 W� Uu Z< W 0 co W` cc> Z W Z C WC r� r� V ` Za `- C DATE: 02-22 SCALE: REVISIONS: 0 0 A A A A 0 A A SHEET NO: CVWD Plan # MENTfE Vrf r'ES DEPARTMENT L 42203 • rr PLANTING AND IRRIGATION MAINTENANCE SCHEDULE CC OES IGN • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to 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 • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. PLANTING I. ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shall be tilled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed. 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 necessary. Trim and edge to maintain sidewalks and curbs free of plant growth. II. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, if severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission shall depend on the Contractor submitting to the Owner the following information: A. The exact location(s) where the herbicide is to be used. B. Verification that the herbicide has no harmful effect on desirable plant materials. C. The herbicide will be applied at the manufacturer's instructions for application. Bermuda grass infestations of the shrubs, groundcover and slope areas, if severe, should be sprayed out and "weedeaten". V. LOSS OR DAMAGE TO PLANT MATERIAL BY CONTRACTOR Shrubs, trees and plants damaged or killed due to the Contractor's operations, negligence or chemicals, shall be replaced at no cost to the Owner. VI. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall include: A. B. C. Exact location(s) where disease and/or harmful insects are prevalent. Contractor's opinion of the type of disease and/or insect. Contractor's recommendations for control and elimination of disease and/or harmful insects. VII. FERTILIZATION A. General Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shall be in accordance with indicated rates and times. B. Method of Application C. In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use 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. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc., which might affect stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materials in solution. D. Trees and Shrubs An agricultural soils test and soils report must be completed prior to landscape installation. soil amendments must be installed per soil report recommendations using locally sourced material . IRRIGATION SYSTEM I. Operation 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 monitored and adjusted accordingly to maintain efficient use of water being applied. B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration. The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. E. Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's 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 the physical breakdown of the irrigation system. II. Maintenance 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. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Quick Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape designrer. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan. b. Plastic pipefittings and connections shall be PVC Schedule 40, 2. The Contractor shall inspect and examine the irrigation system while water is on twice per month. 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth. 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -site. All grass clippings deposited on roadways or walks shall be picked up after each mowing or trimming operation. III. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers Tree stakes and ties All tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs ) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) $orav Heads' Lawn irriaation days per week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 Spray type head for lawn (in minutes per irriaation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Rotatina type head for lawn (in minutes per irriaation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Bubblers and Emitters Tree + shrub irriaation days per week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 5 4 3 2 Bubbler type head for trees (in minutes per irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 10 16 20 28 36 40 42 34 30 20 14 8 Emitter type head for shrubs (in minutes per irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 12 18 24 36 42 48 48 42 36 24 18 12 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil 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 plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL Y- q /S Date CVWD Plan it These plans have been reviewed by the Coachella Valley Water District In accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and Irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach Into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. TER MANAGEMENT DEPA (/a MENT RV; ES DEPARTMENT L4iNDSAPE DESIGN AND SITE PLANNING 72-690 SPYGLASS LANE PALM DESERT, CA 92260 760. 799.4674 E-MAIL ccdesignconsult•aol.com DATE: 02-22-15 SCALE: REVISIONS: A A 0 A A A A 0 A SHEET NO: NTS L 42204