Loading...
HomeMy WebLinkAbout44850 LAS PALMAS AVENUE�/ 7 V/ , ALESSANDRO APARTMENTS (EAST) APN: 627-093-004 S 1 /2 NW 1 /4 S EC20 T5S R 6 E ALESSANDRO--DR' ; ✓, f, PALM DESERT, CA INDEX: IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS MAINTENANCE SCHEDULE VICINITY MAP: MONTERY AVE. COUNTRY CLUB ALESSANDRO DR MESA DRIVE PORTOLA AVE. FRED WARING HWY 111 I S L-3.00 L-4.00 L-4.10 L-5.00 L-6.00 L-6.10 L-8.00 IL A 6 NORTH WATER CONSERVATION STATEMENT: Landscaoe Documentation Packaae Checklist Alessandro Apartment Tract or Parcel Number: Assessor's Parcel Number (APN): 627092056 Project Location: Alessandro alley & Las Palmas aye Landscape Architect / Irrigation Designer / Contractor Na RGA Landscape Architects, 73061 El Paseo, Ste, 210. Palm Desert. Ca. Included in this Landscape Documentation Packaae are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Mabmum Applied Water Allowance. (MAWA): Conventional Landscape: 45.80 100 cubic feet per year Recreational Turf grass Landscape: 0 100 cubic feet per year Mapmum Applied Water Allowance. 45.80 100 cubic feet per year 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. ETNU<MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report 0 100 cubic 14.93 100 cubic 13,57 100 cubic 0 103 cubic 0 100 cubic 0 100 cubic 0 100 cubic 0 100 cubic 28,50 100 cubic feet per year feet per year feet per year feet per year feet per year feet per year feet per year feet per year feet per year I agree to comply vdth the requirements of the water efficient landscape ordinance and subntit a complete landscape Document Package. Date: 11/13/2015 Applicant Ester Wang Water Use Calculations Alessandro Apartment Zone No Total Tree and Shrub Square footage Total Lawn 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 High I Total Conventional Landscape Recreational Turf 0 33 12 0 45 Site Information 2 1654 0 0 0 0 % of Total Landscape 0.000 0.733 0.267 0.000 1.00 Maximum Applied Water Allowance Zone No. Eto 2 2 66.82 Square Footage 0.00 1212.93 441.07 0.00 Water Adj. Total Sq. Conversion Factors Factor Ft 0.62 748 0.5 1654 66.82 0.82 Plant/Irrioation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Plant Spring Summer Fall -Winter TOTAL Value 14.72 40.75 11.35 Factor 0.20 0.20 0.20 Plant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Plant Spring Summer Fall -Winter TOTAL Value 14.72 40.75 11.35 Factor 0.50 0.50 0.50 0 Estimated Water Use Zone 2 Area sq It. 1212.93 1212,93 1212.93 Zone 2 Area sq. ft. 441.07 441.07 441.07 0.62 748 0.62 748 TOTAL MAWA LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga@rga-pd.com PREPARED FOR: FRANK RODRIGUEZ 44-530 SAN PABLO AVE. STE.200 PALM DESERT,CA h4AWA CONSULTANTS: 45.80 0.00 45.80 Irr. Eff. Area Seasonal Plant Factor: 0.9 • 1212.93 2 Conversion Factors 0.62 0.62 0.62 0.62 748 748 748 748 Irr. Eff. Area 0.9 441.07 3 Conversion Factors 0 62 0.62 0.62 0 62 Estimated Total Water Use 748 748 748 748 Ini. Eff. 0.9 0.6 0.9 Im. Eff. 0.9 0.9 0.9 Low I Estimated Water Use 3.29 9.10 254 14.93 REVISIONS REVISIONS DESCR PTION Seasonal Plant Factor: I CVWD COMMENTS Mod ' CVWD COMMENTS S CVWD COMMENTS Estimated Water Use 2.99 8.21 2.31 13.57 28.50 STANDARD SYMBOLS AND ABBREVIATIONS 0 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 OF SLOPE. 1% MIN. ON HARDSCAPE ELEVATION DETAIL HDR ALIGN TYP. PA R DN EQ wS MIN COL HP LP DIA CONT HT SIM O.C. DG TW HEADERBOARD ALIGN ACCORDINGLY TYPICAL PLANTING AREA CENTER LINE PROPERTY LINE RADIUS DOWN RISERS EQUAL WATER SURFACE LEVEL MINIMUM COLUMN HIGH POINT LOW POINT DIAMETER CONTINUOUS HEIGHT SIMILAR ON CENTER DECOMPOSED GRANITE TOP OF WALL (AS MEASURED FROM THE ADJACENT FINISH GRADE.) PROJ. NO.: R1515 DATE* 1 1 /13/15 SPECIFICATIONS SHEET BOOK Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RCA. INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITEN CONSENT OF RGA INC. 0.10 ■ LANDSCAPE ARCH. LITI' OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY. 7 CC RES NO-- L7 STAFFLETTER 1R.0 REy� ❑ARCA ON FORM Br 1s-Z5 i6 n InctOcT1ONN SHALL COMMENCE WITH Landscape Plan Final City of Pain) Desert PM. Dept Date: 1/ Z%4, Reviewed By: Approved By: a`- INITIALS DATE EW 02(08/16 j EW 03/08(16 EW 05/12/16 Q CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coac ella 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. /9//(e Date L43112 WATESMAy MENT ' ElMENT CVWD Plan # l DEALOPMENT $EI6/ICES DEPARTMENT LLJ Co Z tLi 0 0 0 Z `Q L J C,,) W LO J _ Q • QO Z Z Is is UU ^L O >- cc AQ F W F- cc nQ SEE ALESSANDRO NEST SET FOR METER LOCATION F-ROW a tr GUTTER SAN ANTONIO CR IIIII �1 bl KEY MAP SEE ALESSANDRO WEST SET FOR EQUIPMENT LOCATION ROW -20 ba 1 1 1 / 1 f C cir I IP I 1 I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 Y 1 1 I I n it vor 1 1 V c WALL LPL WALL FENCE 1J POST LIGHT X x IRRIGATION_SCHEDULE SYMBOL SYMBOL O O ♦ <SP C 0.5 1.0 2.0 4.0 6.0 SYMBOL S I \ GUTTER MANUFACTURER/MODEL HUNTER PCB ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' MANUFACTURER/MODEUDESCRIPTION DETAIL HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.014.01 AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. C H F/K MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. 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. BUCKNER-SUPERIOR 3100 1" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. AVAILABLE IN 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3". FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. V.I.T. PRODUCTS SBBC-30CR LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH TOUCH SURFACE, COLD ROLLED STEEL, BACKFLOW ENCLOSURE. 31.5"L, 28"H, 17.75"W (80.01CM L, 71.12CM H, 45.085CM W). V.I.T. PRODUCTS SB-1852SS STAINLESS STEEL PEDESTAL MOUNT CONTROLLER ENCLOSURE. 18"W, 52"H, 12' D (45.72CM W, 132.08CM H, 30.48CM D). stti L-3.03, TI I' u'll `-1� AI 55 ' DR 1T11' I B D A M2 Backflow Enclosures are Prohibited by Coachella Valley Water District °HQ ALESSANDRO ALLEY TREE NOTE: CURB CURB ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: r 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. PROPOSED WATER METER 3/4" TO BE INSTALLED BY CVWD METER FOR THIS PORTION OF THIS PROJECT IS BEING SERVED BY IRRIGATION METER FROM ALESSANDRO DRIVE WEST PROJECT 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 ROW WALL GUTTER 0 NORTH 220 0 SCALE: 1/8" = 1'-0" GRAPHIC SCALE 24' 16' 8' 4' 0 G G G 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 Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: e 2015-11-12 11:60 3/4" 22.50 gpm 65.00 psi 5.00 ft 1 1/4" 20.00 ft 62.00 psi 14.00 gpm 22.50 gpm 8.50 gpm A2 30.00 psi 0.00 psi 1.86 psi 0.19 psi 3.00 psi 35.04 psi 0.39 psi 3.89 psi 0.00 psi 0.00 psi 0.90 psi 1.90 psi 42.12 psi 62.00 psi 19.88 psi W W Q CVWcE)=LitlDSC. PE 4.PP?O\AL These plans have been reviewed by the Coachella Valley Water Dis rict in accordance with California Govememnt 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. Date L43113 CVWD Plan # WAT�EMESf C)EPARI:MENT ,DEVELOP DES DEPARTMENT LANDSCAPE ARCHITECTS, It 73061 EL PASEO SUITE 21( PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Z 0 0 F V LL ce SHEET TITLE: PROJECT: LANDSCAPE ARCH ITEC SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1: DATE: 1 l / 13/2( SCALE: 1 /8"= REVISIONS: 1 CVWD COMMENTS 02/08/1 2 CVWD COMMENTS 03/08/1 3 CVWD COMMENTS 05/12/1 SHEET NO: BRASS NIPPLE (TYP) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PFEVENTER GATE VALVE TEST COCK (TYP.) 4 PLACES STRAINER 140 MESH MONEL PRESSURE GAUGE TAP ELL (0-200 PSI) 2 PLACES (PLASTIC FACE) EBOW (BRASS) BRASS NIPPLE UNION PRE88L E SUPPLY LINE -DISCHARGE RELIEF PORT FNISH GRADE BRASS ELBOW FLOW PRESSURE SUPPLY NOTE UNE INTAKE t EOUIPMB4T TO BE NSTALLED AT A MNIMUM OF 12' FROM WALLS, BULDNGS, ETC. 2. ALL ABOVE AROUND ASSEMBLY SHALL RECEIVE ONS1) COAT EPDXY PRIMER AND ONE(1) COAT EPDXY PAN' AS SELECTED BY ARCHITECT. DO NOT PANT LEVERS, TAGS, AND MOVING PARTS. 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC, TEST COCKS ARE TO BE ON OUTSDE CAS BACKFLOW PREVENTER NO SCALE /l(cos )hJL �( FN GRADE J PVC SCH. 40 MALE ADAPTOR BRASS ELBOW APPLE) ENG. (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDNG a USE LAVENDER BOX FOR RECLAIED WATER APPLICATION. QUICK COUPLER VALVE ) NO SCALE 7� ❑ ❑ El C ❑ ❑ E C C ❑ • ❑ • 0 I — FLUSHING END CAP MAX WIDTH 12' ❑ ❑ ❑ ❑ ❑ E C ❑ ❑ C ❑ ❑ ❑ ❑ 0 0 0 t)h(60)( ❑ MAIN LATERAL LINE Y FILTER BOX TO BE PLACED AT FIG -TT ANGLES TO HARDSCAPE EDGE VALVE SEQUENCE TO BE PANTED ON EACH BOX CON9'ECT WFES BY SOLDEFiNG TOGETHER + WATBEROOFLNCt USE AN UL APPROVED UNDERGROUND WFE SPLICE KIT FNIBH GRADE LAWN AREAS F'NLLH GRADE SHRUB AREAS APPLIED B4G(OR EQUAL/12'x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH SURROUNDING a USE LAVENDER BOX FOR FECLALE) WATER A?FUCATKNJ. 0% 24 ROW ADJUSTMENT PEA GRAVEL GAN. 3 CU. FT.) PVC SCH. 40 MALE PRESSURE SUPPLY LINE F ITTNG (SEE SPECIRCATION) PVC LIE PPE MNSCH 80 COWMON WEE -CONTROL WEE INSTALL CONTROL VALVES MINIMUM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. AUTOMATIC CONTROLLER R—IR1-01 J NO SCALE LEGEND t 2. a 4. 5. 7. R—IR 1-06 -VALVE — 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 180 GPH 181 TO 360 GPH 361 TO 840 GPH 841 TO 1440 GPH 1. 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. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. TYPICAL EMITTER LAYOUT 2 NO SCALE R—IR1-14 RAN BIRD XERI-SPRAY OR XBiI-BUBBL EH OR XER-BUG EMISSION DEVICE (SEE FIRM-11 NJ EQUIPMENT LEGEND FOR MODEL I). RAN BAD MODEL IPFR-12 POLY FLEX REEK (LENGTH AS REQUIRED). MULCH BED FINISH GRADE PVC FITTING (S x S x 1/2' FET). RAN BIRD MODEL IFRA-050 POLY FLEX RISER ADAPTER PVC PIPE (DEPTH PER 9PECFrICATION9). NO SCALE R—IR1-11 APPLIED ENG(OR EQUAL)12'x18' PLASTIC BOX + COVER WI LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. DRIP VALVE R—IR1-04 (C) NO SCALE VALVE SEQUENCE TO BE HEAT BRANDED ON UD OF EACH BOX FINISH GRADE USE CHRISM 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 PVC MAINLINE \\ PRESSURE REGULATOR.) KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN NATIVE BACKFILL COMPACTION PER SOILS REPORT 3. SAND (TYP) 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER IRRIGATION LEGEND)/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). 24" Min. Or Per Specs 0 I' • • SLEEVING SECTION SLEEVING/TRENCHING NO SCALE I Trenching 4 • 0 0 3 12' 1 3" TRENCHING SECTION 1. 2. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 4 BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. R—IR1-16 PEA GRAVEL NOTE INSTALL AT LOWEST POINT AND/OR AT END OF LATERAL PFTIG AS IEEE FINISH GRADE PVC LATERAL LNE SEE PLAN FOR SIZE AP. CEFCH FLUSHNG END VALVE F I L BOX WITH 1/2' PEA GRAVEL GENERAL INSTALLATION NOTES R—IR1-12 APPLE) ENG. . (OR EQUAL) ROUND PLASTIC BOX + COVER. COLCR TO MATCH SURROUNDING SOL (TAN N D.G. AND CiREErl N LAWN) USE LAVENDER BOX FOR RECLAIM® WATER APPLICATKNJ. 18' COVEfl MARKED AFIGATK)N f ALL VALVE NO SCALE END SELF FLUSHING VALVE NO SCALE 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. TYPICAL TREE/PALM NO SCALE SPRINKLER 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 IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 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 BE TRENCHED A MINIMUM OF 12" DEEP. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. 7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER. AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. 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. B 9 CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING SPRINKLER HEADS. 1D. 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 SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18 INCHES PER CVWD. ALL SPRINKLERS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS. NO OVERTHROW IS PERMITTED ON HARDSCAPE. DRIP APPLIED ENG. (OR EOUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDNIG SOIL USE LAVENDER BOX FOR FECL4NIED WATER APPUCATKNd a a a TREE, PALM TRUNK ROOT BALL FINISH GRADE I PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL 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 OWNERS AUTHORIZED REPRESENTATIVE. 13. RONALD GREGORY ASSOCIATES, INC. SHALL APPROVE ALL INFIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100% SPRINKLER COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. 14 RONALD GREGORY ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL. 15. RONALD GREGORY ASSOCIATES, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION IF THEY HAVE NOT BEEN RETAINED FOR INSTALLATION OBSERVATION. 16. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP. SPECIAL NOTES 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 PROP -UP SPRINKLER SHALL BE INSTALLED ADJACENT TO ALL WALKS, DRIVES, PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN SHALL BE FLUSH AND IN SHRUB BEDS ONE INCH ABOVE GRADE. 2. CONTRACTOR SHALL PROVIDE THREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. POP-UP SPRAY SPECIFICATIONS TWO OR THREE INCH POP-UP BODY IN STANDARD TURF GROUNDCOVER THREE OR FOUR INCH POP-UP BODY FOR LOW GROWING TYPES, FOUR OR SIX INCH POP-UP FOR TALLER TYPES. ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY SHRUBBERY SIX OR TWELVE INCH POP-UP BODY R-IR1-13 R—IR1-15 ma • RISH GRADE LAWN AREAS FNSHI GRADE SI-HUB AREA HANDLE PRESSURE SUPPLY LNE (SEE SPEC.) PEA GRAVB- (MN2 CU. Fr.) BALL VALVE USE TOE NIPPLE a. • HYBRID CONTROLLER PEDESTAL MOUNT R—I R 1-05 r CONTROLLER NO SCALE R—IR1-02 CVWD LANDSCAPE APPROVAL 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. 6/9 //22 Date L43114 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com SHEET TITLE: PROJECT: LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK PROJECT MANAGER: EW DRAWN: CHECKED: PROJ. NO: R 1 515 DATE: 1 1 / 13/2015 SCALE: REVISIONS: 1 CVWD COMMENTS 02/08/16 EW 2 CVWD COMMENTS 03/08/16 EW 3 CVWD COMMENTS 05/12/16 EW SHEET NO: JS TM INIT b- Pu"x! EPART ENT WA. ER fJIANAG'EMENT M CVWD Plan # ,$ VEL OWNER'S IRRIGATION WORK RESPONSIBILITIES 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 SUPERINTENDENT), 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 SUPERINTENDENTS) 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 SiEBACK 18" FROM INSIDE FACE OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS. NO OVER SPRAY 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 IRRIGATION 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. 3. POP-UP SPRAY SPECIFICATIONS WHEN APPLICABLE: LAWN: 2" OR 3" POP-UP BODY IN STANDARD TURF ANNUAL COLOR: 6" OR 17' 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. CONTRACTOR IRRIGATION WORK RESPONSIBILITIES 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. SCOPE OF IRRIGATION WORK 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 EQUIPMENT'S 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: PRESSURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE PVC CLASS 315. PRESSURE MAINLINE PIPE 1-l/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 1-21I-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 CURL SHOULD 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 CONTRACTORS RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) 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 SUSTAINED HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A 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 OVER SPRAY 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 These plans have been reviewed by the Coachella Valley Water District in accordance with California Cover 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. la/9/./l0 Date L43115 //0C�,ucs� LANDSCAPE ARCHITECT: 73061 EL PASEO SUITE PALM DESERT, CA 922 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.cc SHEET TITLE: PROJECT: ALESSANDRO APTS • • LANDSCAPE ARCHITI SPECIFICATION: SHEET BOC P ROJECT MANAGER DRAWN: CHECKED: P ROJ. NO: F DATE. 11/13, S CALE: REVISIONS: 1 CVWD COMMENTS 02/( 2 CVWD COMMENTS 03/( 3 CVWD COMMENTS 05/1 SHEET NO: CVWD Plan # WATER MANAGEMENT DEPARTM 9EVEL PM h„ .,7, g "S EPARTMENT III Dv�-6.L�D 47- O -- NO�00oZS�Q doQo oo°O o1Oo G o O O p v Lo C I— W ter 1 0 i GUTTER ROW 20 -6" I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I I I 1 I I I I I I 1 I I I 1 1 II I Il I I 1 1 to I 1 1 1 1 1 1 1 I d — � 0 1 1 1 0 :,'d:.'o oho O I X C PL c WALL FENCE WALL POST LIGHT X X X - f.a. ( HP, .HR. HP H.P ''HP o "o o o o0io: 1- I' K. I Hf ,R, o��-o-o-o�o-o_o o"o_o�f, o"o?O o0 o 0�8o Oo Oo Oo Oa O, o oo Oo oo� GUTTER TREE NOTE i L_ PLANT SCHEDULE fIREES BOTANICAL NAME TIPUANA TIPU X X X X ) & obO 0 _o • X Cr _o o ote 00• ' OD.�ROW 0 o• ' Oac 0o Occ 0 0' . 0 Doc o, _:► SHRVBS DC FM HP HP2 JC NB2 OB BOTANICAL NAME DALEA CAPITATA 'SIERRA GOLD' TM FUR ::RAEA MACDOUGALII HES DERALOE PARVIFLORA HES DERALOE X PINK PARADE JUSTICIA CALIFORNICA NOL NA NELSON! 'BLUE NOLINA' OPUNTIA BASILARIS VINE/SPALlER BOTANICAL NAME I•CI Mum: (ROUND COVERS ri0DVtl C.) -�O' b°p p`;'o o° po1C d O 02 o 0 o O o ( o1j gap o DOo oc DG CALLIANDRA INAEQUILATERA X MACFADYENA UNGUIS-CATI BOTANICAL NAME COBBLE BOULDERS L I COMMON NLME- TIPU TREE COMMON NAME S IERRA GOLD DALEA FURCRAEA RED YUCCA P INK PARADE BELOPERONE BLUE NOLINA BEAVERTAIL PRICKLYPEIkR COMMON NAME P INK POWDER PUFF CAT'S CLAW SIZE WATEE.USE__.OTL 24"BOX MOD 0.5 2 i ' 1 I 1 II I 1 I it 1 t I1 I t REMARK i1 STANDARD TRUN f LOW IIBRANCHING 1 I S IZE 5 GALX 15 GAL 5 GAL 5 GAL 5 GAL 24"BOX 10 PADD*ilIN S IZE 5 GAL 5 GAL WATER USE QTY MOD 0.5 LOW 0.2 LOW 0.2 LOW 0.2 8 LOW 0.2 3 LOW 0.2 1 LOW 0.2 5 4 3 9 WATER USE QTY MOD 0.5 6 LOW 0.2 4 I COMMON NAME IheoNf-X I USE HICKORY CREEK COBBLE, 3-6" FROM SOUTHWEST FOULDER DECOMPOSED GRANITE 3/8" MINUS W/ 11 % FINES - COLOR CALIFORNIA GOLD FROM SWB. COMPACT TO 2" DEFTH AFTER WETTED AND ROLLED. PLACE IN ALL PLANTER AREAS. DESERT SELECT BOULDERS FROM SWB! SIZE RAN9E 21-4', SEE PLAN FOR LOCATIONS owo�"oci'.oi`'oc4" o0 -�,oibo on o0 0,, o CURB ALESSANDRO ALLEY NOTE X X QTY 725 SF 1,316 SF 10 I t REMARKS\ I I i lit I RIVIARKS W.RE TO WPILL WIRE TO WAIL REI HARKS II 51-IT MIN i I I II I ROW ,- WALL GUTTER 35'-6" 220 A► N ORTH SCALE: 1/8" = 1'-0" GRAPHIC SCALE 0 00 o.. o `0 00 0 '00 a W D Z W 4:Clj r I-C,D LANDSCAPE APPROVAL These plans'have been rdlviewed by the Coache Ia Valley Water District in accordanrle''vlth CaliforniA Govemenint Code, SAction 65591 et seq. requiring efficient landscape and irrigation desig 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. Sch, fit at WATER MANAGEMENT DEPA�RTME---NT doosrei 7DEVE10f1M(f!T BEM/ICES DEPARTMENT LANDSCAPE ARCHITECTS, II 73061 EL PASEO SUITE 211 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Z C nJ 0 Z F Z C ^J 0 SHEET TITLE: PROJECT: • • • LANDSCAPE ARCHITEC • • SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1 DATE. 1 1 / 13/2 SCALE: 1/8"=1 '-0' REVISIONS: 1 CVWD COMMENTS 02/08/ 2 CVWD COMMENTS 03/08/ 3 CVWD COMMENTS 05/12/ SHEET NO: • • ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. I TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. 24' 16' Date 4' 0 L43116 CVWD Plan it 0 0 EO O N N \ 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.) 0 Dom , C p" oD,(1/4co Dal r' 8 'D Ig CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING TREE TRUNK CINCH TIES OR EQUAL AROUND TRUNK AND POLE (1)-2" BY 2" BY 10'-0" HT. REDWOOD STAKE OR LODGEPINE POLE WATER BASIN PLANT TOP OF ROOT BALL SLIGHTLY ABOVE SOIL LEVEL FINISH GRADE ROOT BALL BACKFILL MIX: (SEE SPECS.) UNDISTURBED NATIVE SOIL PLANT PIT 2 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL NOTE: STAKE DETAIL ONLY APPLIES TO STANDARD TRUNK TREES. SINGLE STAKE TREE DETAIL 5 & 15 GALLON ih 0 0 CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING TREE TRUNK CINCH TIES OR EQUAL AROUND TRUNK AND POLE (2)-2" BY 2" BY 10'-0" REDWOOD STAKES OR LODGEPINE POLE WATER BASIN. FINISH GRADE ROOT BALL 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" BOX ea t _V � rel a III 4� III .4 ° 4 barrer t I�a tes. tra 11S gap a - eta trar. 4.7.".. efikw salat wefts. 4Pargsse Ott ilkaata sr a . 4 / it J 4 .p. a / 4 4a Jq 4 J 4 4a a 4 4 a a a 4 J / / 4 J a / a 4 4 COBBLE 4 4 J a 4 J4 4 / 4 4 v 4 / 4.1 ° 4/ 4 DRIP EMITTER DECOMPOSED GRANITE J 4 J / 4' 4J NATIVE SOIL AREA OPENING LEFT IN COBBLE TO BE 2 TIMES CONTAINER SIZE a4 CINCH TIES OR EQUAL SNUG AROUND TRUNK CABLE CLAMPS NO.12 GALVANIZED WIRE TURNBUCKLES TO EQUALIZE AND MAINTAIN TAUTNESS OF WIRE WATER BASIN NO.12 GALVANIZED WIRE BACKFILL MIX: SEE SPECIFICATIONS. UNDISTURBED NATIVE SOIL 0 00 8 Sig 0�0 o gditaL-00 ,o\1c0 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.) //\/\/\/\/ TREE GUYING DETAIL 36" BOX 2 TIMES ROOT BALL / \/\/\ " //\v/\.,4\,y /\ / \\ \ "' NOTES: BOULDER DETAIL - FLAT GRADE 0 go co 0c0 of)/ jpiorbio 0�Do TREE 0 co 0 63(8 ROOT BALL FINISH GRADE 0 -02 KEEP SOIL MOIST, NOT WET UNDISTURBED NATIVE SOIL VARIES / I— 12" PAST VINE BOTH SIDES TYP. / 1 N PLANT PIT AS DEEP AS ROOT BALL N NOTE: GUYING DETAIL ONLY APPLIES TO STANDARD TRUNK TREES. - 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. NOTE ROOT GUARDS SHALL NOT BE INSTALLED ON PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY OF PALM DESERT LANDSCAPE MANAGER. / SIDEWALK/PAVING 5'-0" OR LESS N FINISH GRADE WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. J PLANT SLIGHTLY ABOVE SOIL LEVEL PLANT PIT DEPTH OF ROOT BALL PLANT PIT 2 TIMES DIA. OF ROOT BALL p ALL NATIVE PLANTS SHALL BE BACKFILLED WITH NATIVE SOIL ONLY SOIL MIX FOR SUB-TROPICALS: 2/3 NATIVE SOIL 1/3 KELLOGS NITROHUMUS SHRUB PLANTING & VINE ESPALIER DETAIL BOULDER I INI5+-I GRADE OUB GRADE (Po°80 BUILDING r-O`3 �00 �O �1Co0 0 8 ,oa ,o°o 0 co oco 310 eco(130 ccoo 5'-0" OR LESS T=11 r LINEAR ROOT BARRIER UB 24-2 BY "DEEP ROOT OR EQUAL. INSTALL PER MANUFACTURERS SPEC'S. V PLANTING NOTES t PLANTNG PLANS ARE DIAGRAMMATIC FOR CLARITY OF READNG, PLANING IS TO 2 PLANT OUNTRIY LIST PROVDED FOR TFE COMMENCE OF THE CONTACTOR/CLENT NC El NOT MENDED FOR ACCURATE BIDDING PURPOSE& CONTRACTOR SHALL BE FESPOWELE F'ROVIDING PLANTS AS FCCATED ON TFE FLANS. MOUNDNG AM) ROUGFI GRADE TO 1/10 FT. TO BE PROVDED BY OTHER& PUSH GRADE TO BE FROVDED BY LANDSCAPE CONTRACTOR 4. WHERE MOUIDNO OCCURS ADJACIEIT TO STREET OR WALKS, SWALES SHALL BE FORAED ALONG ME STREET OR WALK TO CONTROL IFFIGARON RUN OFF. 5 BEFORE ANY PLANTS AFE LOCATED, ALL FLAMED AREAS Alt TO BE GRADED 81 AN ACCEPTABLE IAANNER TO ASSUlt POSITIVE DRANACE 6 SEPARATE ALL ANNUAL AND BRUB/CFIOUNCOVER AREAS FROM LAWN AREAS %MTH FEADER130ARD AS SPECFED OR APPROVED BY LAIDSCAPE ARCHITECT. 7. VIFERE CRCUMSTANCES PERNIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET) TO AN EDGE OF PAVNCL FEADEFIBOARD OR ROOF LAVE ANY TREE PLANTED MIN 5' OF HARDWARE SURFACE (EDGE OF SCEWALK, WALLS, CURBS, ETC.) MUST HAVE LFEAR ROOT BARRIIER PETALLED AT ME OF PLANTNG PER MANUFACTURE'S SPECIWATIONS, EXCLUCEIG PROJECTS N PALM DESERT PER DFECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER WEE DETALJ 8. DO NOT PLANT' SHRUBS CLOSER THAN 3' crweE FEET) TO AN EDGE OF PAVNG OR TFE WALL AGANST WHICH MEY ARE PLANTED. ATTACH PLANTS N TFE SALE PATTERN THEY HAVE BEEN MANED. Kt F REOUFED, THE OWNER Cfl OWNERS REPRESENTATIVE SHALL SUBMTT PLANS TO THE APPROPRATE FLAMM AND AGRICULTURE DEPARTMENTS PRIOR TO SUBATTAL FOR BULDNG PERMITS. IL BEFORE BACKRU-110 he ROOT BALL, WATER ME PLANT IN ME HUE AID THEN PROCEED BACKFLUNG. _IGHTING NOTES t ALL WORK AND IAATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY ME LAM:SCARE ARCINECT OTFER FEPRESENTATIVE OF OWNER 2 ALL uraur FDCTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON MIS PLAN. ACTUAL LOCATIONS SHALL BE DETERIEED IN ME FELD NC APPROVED BY IRE LANDSCAPE ARCHITECT AFTER TREES HAVE KEN PLANTED. 3. QUANTITIES LISTED ARE FOR ME CONVEMENCE OF ME CONTRACTOR ONLY AID ARE NOT MENDED FOR ACCURATE WONG USE CONTRACTOR IS FESPONSELE FOR PROVIDING LIGHT AS IDICATED ON ME PLAN& 4 ALL UGHT FIXTURES SHALL BE LOCATED AT A ISIMUM OF 51 OWE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH AFE INSTALLED VelIN 10' MN FEET) OF WATERS EDGE TO HAVE GEL 5. NSTALL CONWSWSNICE OUTLETS AS LOW AS LOCAL CODES PERMT. NTERFERE WITH PLANT HOLE EXCAVATION. CONDIATS N ME WAY OF THFEE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (SIX Me) FROM TFE EDGE OF PAVING APO LAWN AREAS. SWITCH TO EE LOCATED PRIOR TO NSTALLATION. COORDNATE LOCATION OF 10. MOUNT FIXTURES AS LOW AS PCESIBLE SCREEN NESE POSSELE) GALVANIZED snsEL UL USTED EXTERIOR EELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. 12 ALL CIRCUTING, SWITCHNG AM CONFECTIONS TO BE BY ELECTRICAL CONTACTOR. UCI-ITINCI PLAN IMAMS FIXTURE LOCATIONS OILY AND IS NOT INTENDED TO EE AN ELECTRICAL FLAN. CVWD LANDSCAPE APPROVAL T ese 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 USSR easements or right-of-way without first obtaining an encroachment permit from CVVVD. SHEET TITLE: LANDSCAPE ARCHITECTS, INC. PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX PROJECT: LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET ' BOOK PROJECT MANAGER: EW DRAWN: CHECKED: PROJ. NO: DATE. SCALE: YX TM R1515 11/13/2015 PER DETAIL NIT 2 CVWD COMMENTS 3 CVWD COMMENTS SHEET NO: 02/08/16 03/08/16 05/12/16 EW EW EW PLANT IN COBBLE AREA ROOT BARRIER DETAIL Date WA ER MANAG MENT DEPARTMENT 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. 11. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT: 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 RGA, AND THAT ANY PROPOSED DEVIATION FROM THESE CONSTRUCTION DOCUMENTS BE DISCUSSED IN ADVANCE WITH RGA.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST A SITE OBSERVATION BY RGA 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 ARCHITECT PRIOR TO PLANTING. 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 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 MANUFACTURE'S 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 ARCHITECT 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 ARCHITECT 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 S IZES. 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 P ROJECT ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES. P ROVIDE 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 N ECESSARY 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 ARCHITECT 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 CONTRACTOR'S LICENSE NUMBER. 9. UPON COMPLETION OF PLANTING: CONTRACTOR TO SCHEDUAL FINAL REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT 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 ARCHITECT. THE LANDSCAPE ARCHITECT 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 ARCHITECT 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 ARCHITECT. IT IS THE OWNER'S (JOB SUPERINTENDENTS) 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 AND LANDSCAPE ARCHITECT SHALL BEAT 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 ARCHITECT. CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coache la 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. E/9/Hr Date L43118 WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICEDEPARTMENT LANDSCAPE ARCHITECTS, II 73061 EL PASEO SUITE 21 PALM DESERT, CA 9226C (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com SHEET TITLE: PROJECT: • • LANDSCAPE ARCHITEC • • SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1 DATE. 1 1 / 13/2 SCALE: PER DI REVISIONS: 1 CVWD COMMENTS 02/08/ 2 CVWD COMMENTS 03/08/ 3 CVWD COMMENTS 05/12/ SHEET NO: • • CVWD Plan # PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A rogular 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 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. Exact location(s) where disease and/or harmful insects are prevalent. FERTILIZATION To be decided on site based on the soil condition. 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. 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 Jan 2 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 backfiow 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 Architect. 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 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. 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 The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers All tools and equipment to complete the work specified Plant materials damaged by the Contractor Overseeding Sorav Heads_ Irrigation Water Use Schedule by Month (This irrigation schedule Is a guide per CVWD) Lawn irriaation days Der week. by month Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 4 5 6 7 7 6 6 4 2 2 Sorav tvoe head for lawn (in minutes oer irriaation dav). 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 tvoe head for lawn (in minutes oer 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 Der week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. 2 3 4 5 6 7 7 6 5 4 Nov. Dec. 3 2 Bubbler tvoe head for trees (in minutes Der irriaation dav), 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 Woe head for shrubs (in minutes Der 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 KIN. SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWN. CVWD LANDSCAPE APPROVAL These plans have been reviewed by t e Coachella Valley Water District in accordance with California Govememnt 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. /9/h/ Date L43119 WAI ER�MANMENT DEPART 4444-44-44--7 DEVELOPMENT SERVICES DEPARTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com SHEET TITLE: PROJECT: C ) Oce 0 Z 0 ry // v J LLJ ° J LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: DATE. SCALE: REVISIONS: 1 CVWD COMMENTS 2 CVWD COMMENTS 3 CVWD COMMENTS SHEET NO: E 02/08/16 E 03/08/16 E 05/12/16 E CVWD Plan # ALESSANDRO WEST ALESSANDRO DR PALM DESERT, CA INDEX: IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING DETAILS PLANTING SPECIFICATIONS MAINTAINENANCE SCUEDULE VICINITY MAP: MONTERY AVE. COUNTRY CLUB O J m a FRED WARING t LNDRO DR PORTOLA AVE. #HWY111F- L-3.00 P - L-3.03P L-4.00P L-4.10P L-5.00P- L-5.03P L-6.00P L-6.10P L-8.00P SITE NORTH ) et r}g Stirs WATER CONSERVATION STATEMENT: Landscape Documentation Package Checklist Alessandro West Tract or Parcel Number: 627071013/066-071,627074006/012/014,627092043-056 Assessor's Parcel Number (API): Project Location: Alessandro alley between Las Palmas ave and Monterey eve Landscape Architect / Irrigation Designer / Contractor Na RGA Landscape Architects, 73061 El Paseo, Ste. 210. Palm Desert, Ca. Included in this Landscape Documentation Package are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Madnum Applied Water Allowance. (MAWA): Conventional Landscape: Recreational Turf grass Landscape: Marinum 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 X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report 554.38 100 cubic feet per year 0 100 cubic feet per year 554.38 100 cubic feet per year 0 100 cubic feet per year 193.72 100 cubic feet per year 131.67 100 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 325.39 100 cubic feet per year I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: 3/16/2015 Applicant Ester wanq Spring Summer Fall -Winter TOTAL THE WATER METER WILL ALSO SERVE THE ALESSANDRO APT SECTION SEE SEPARATED SET FOR WATER CALCULATION Water Use Calculations Alessandro West Zone No Total Tree and Shrub Square footage Total lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of olants by water use Very Low I Low I Mod I High I Total Conventional Landscape Recreational Turf Zone No. 2 2 0 320 87 0 407 Site Information 2 1 20019 1 I 0 I I 0 I 0 I 0 I 1 1 1 % of Total Landmass 0.000 0.786 0.214 0.000 1.00 Maximum Applied Water Allowance Eto Square Footage 0.00 15739.75 4279.25 0.00 Water Adj. Total Sq. Conversion Factors Factor Ft 66.82 0 5 66.82 0.82 Plant/Irrigation Svs em Type: Drip / Bubbler / Micro Spray Season ISpdng Summer Fall -Winter TOTAL Zonal Eta Value 14 72 40 75 11.35 Plant Factor 0.20 0.20 0.20 Plantllrriaation Svs em Type: Drio / Bubbler / Micro Spray Season Zonal Eta Plant Value Factor 14.72 0.50 40.75 0.50 11.35 0.50 0.62 20019 0.62 0 0.62 Estimated Water Use Zone 2 Area I sq. ft. 15739.75 15739.75J 15739.r' 748 748 748 TOTAL MAWA MAWA 554.38 0.00 554.38 Irr. Eff. Area Seasonal onal Plant Factor: 0.9 15739.75 2 Low Comersion Factors 748 MI. ER 748 0.9 0.62 0.62 0.62 748 0.62 748 Estimated Water Use 42.1 193.72 Zone In. Eff. Area Seasonal Plant Factor: 2 0.9 4279.25 3 Mod Area I Cumersion Factors Estimated sq. R. 0.62 748 lei. Eff. Water Use 4279.1 0.62 748 0.9 4279.1 0.62 748 0.9 4279.25 0.62 748 0.9 Estimated Total Water Use 325.39 STANDARD SYMBOLS AND ABBREVIATIONS 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 OF SLOPE. 1% MIN. ON HARDSCAPE ELEVATION DETAIL HDR ALIGN TYP. PA R DN EQ WS MIN COL HP LP DIA CONT HT SIM O.C. DG TW HEADERBOARD ALIGN ACCORDINGLY TYPICAL PLANTING AREA CENTER LINE PROPERTY LINE RADIUS DOWN RISERS EQUAL WATER SURFACE LEVEL MINIMUM COLUMN HIGH POINT LOW POINT DIAMETER CONTINUOUS HEIGHT SIMILAR ON CENTER DECOMPOSED GRANITE TOP OF WALL (AS MEASURED FROM THE ADJACENT FINISH GRADE.) 29.01 80.30 22.37 131.671 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAILe rga@rga-pd.com PREPARED FOR: FRANK RODRIGUEZ 44-530 SAN PABLO AVE. STE.200 PALM DESERT,CA CONSULTANTS: REVISIO\S REVISIONS DESCRIPTION 1 CVWf CnMMFNTS 9 CITY COMMENTS 3 rvwn CnMMFNTS 4 rvwn COMMENTS PROJ. NO.: R1516 DATE 1 1 /13/15 SPECIFICATIONS SHEET BOOK Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY wrmouT THE EXPRESSED WRITEN CONSENT OF RCA. INC © '16 ■ LANDSCAPE ARCH. CITY_ Of P,F+:LMOESER1 OF?A:t ..MNMT OF COMMUNITYDEV OPMENT APPROVED bY. T C.0 RES NO AFFLETTER '. R.0 RE .(�O,r- I I ARCAC ON FORM av "'� 1S "i3- �G Date r)NSTRICHON SHALL COMMENCE W PTHIN Landscape Plan Final City of Palm Desert P.W. Dept Date: gl2311,e Reviewed By: Approved By: n �• f jnGl LL„ 65co'tt (4'5 INITIALS DATE EW 02(08r16 EW 02 22 16 EW 03 07 16 EW 06 15/16 CVWD LANDSCAPE APPROVAL 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. G>l71 II(a Date L43216 CVWD Plan # W "'tic ELOPME ER ES DEPARTMENT F V) Lu 0 0 Z V) V) LU -J Q ICe < Z Z LU LU UU 00 0 • 1 AREA A AREA A - L-3.0() AREA B - L-3.00 AREA B n v — GUTTER —CURB ROW WALL nr— 0 — POST GHT ROW *Go 0 0 O ci J • • J mect wce w AREAC' I WALL A6 1"0.58 J o SAN ANTONIO CIR. J A5 1" 10.0 ROW u L-3.00 \ 7.... IIIILIIIIIIIII II KEY MAP SEE L-3.03 FOR IRRIGATION LEGEND WALL ul CURB 37 G I CURB GUTTER { 55ANDR0111ALLEY GUTTER 10' i "— ROW SAN BENITO CIR. POST LIGHT 37' 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. / ROW WALL ■ ■ = 4 ■ L�-- ■ CS-E ■ O 1 0- J ■ J w D_ C co w Q FENCE n n 24' 1101 NORTH SCALE: 1/8" = 1'-0" GRAPHIC SCALE 16' 8 —• O O O M J U M J 0 city 0 F 0 0 o n Cti ■ J m �U w Q w ect A7 1" 0.62 NEW AND PER' `1114" NEW SERVICE TO CONNFCT TO EXIST 8" DIP WATER MAIN IN ALESSANDRO ALLEY CVWD DWG#22746 111 su CVWD LANDSCAPE APPROVAL 44fllt(, Date I L43217 CVWD Plan # These plans have been reviewed by the Coache la Valley Water District in accordance with California Govememnt 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. trA l TM WATER ANAGEMENT DE,9RTM DE L <R fCES DEPA TMENT LANDSCAPE ARCHITECTS, II 73061 EL PASEO SUITE 21 PALM DESERT, CA 9226C (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com Z 1_ z 0 Ice V De SHEET TITLE: PROJECT: • • • LANDSCAPE ARCHITEC • SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R DATE: 1 1 / 19/: SCALE: 1 /8 '=1 '-0 REVISIONS: VWD COMMENTS 02/08/ /1'CITY COMMENTS 02/22/ A CVW D COMMENTS 03/07/ SHEET NO: • • • Cs 8• �O M M JI J I 0 0 Eirt AREA D FENCE N 0 7— ROW r A7 1" 0.62 EXISTING METER TO REMAIN NEW SERVICE TO CONNECT TO EXIST 8" nip WATER MAIN IN ALESSANDRO ALLEY CVWD DWG#22746 SAN ANTONIO CIR. 7/1 KEY MAP SEE L-3.03 FOR IRRIGATION LEGEND LA4 1" 14.0 0 NEW 3/4" WATER METER AND 1" BACKFLOW PREVENTER PER C.V.W.D. 1 CVWD PROHIBITS THE USE OF BACKFLOW ENCLOSURES "c-1 u4.1 M— kr- -c- 1u" SAN CLEMENTE CI ffi A 0 GJ 61,k i l lZj I U I I II4 t N N N N N CD 8" DIP WATER LINE CVWD DWG #22746-22717 TO BE ABANDONED IN PLACE BY DISTRICT FORCE AT DEVELOPERS EXPENSE i POST LIGHT A8 1" 10.94 225 v POSTMGHT II I A3 1" 13.0 O T ROW WALL '.^/IIII I[I III IIIJIII I 3 i' TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. I 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. NORTH SCALE: 1/8" = 1'-0" GRAPHIC SCALE 24' 16' 0 N GUTTER --c Il ll ili 111 MI L AREA D - L-3.0'I AREA E - L-3.02 CVWD LANDSCAPE APPROVAL These pla s have been reviewed by the Coache la 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. 691e,lib Date L43218 CVWD Plan # WATER kat GEMENTyAticy PART VELUPMENT RVIC -S DEPARTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com z ^J 0 z 0 I— Q Vce SHEET TITLE: PROJECT: LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROD. NO: R1516 DATE: SCALE: //REEVISIONS: /I 'CVWD COMMENTS 02/08/16 EW /2'CITY COMMENTS 02/22/16 EW /3'C;VWD COMMENTS 03/07/16 EW % CVW D COMMENTS 06/15/16 EW SHEET NO: EW EW TM 11/19/2015 1 /8 '=1 '-0" INIT n n AREA E L ROW AREA D - L-3.01 AREA E - L-3.02 ROW CURB WALL T, AREA F CURB 0- U J AREA G AREA F - L-3.02 J i i... i AREA G - L-302 n 0 • n l-J GUTTER ROW / WALL 0 3i O a GUTTER SAN ANTONIO C R. GUTTER KEY MAP SEE L-3.03 FOR IRRIGATION LEGEND 3r' C> 0 u 0 2 1 • 37' M EXIST SERVICE CONNECTS TO 8" DIP WATER a MAIFFIN-ATESSANDRU ALLEI CVW1 N. DWG#22746 I II A9 1"0.56 ALESSANDRO ALLEY CURB `CURB POST LIGHT A2 _— ROW WALL N\-- GUTTER ry P-Al?I NI7, f TS-r n 20'-6" I rJ SAN CLEMEWTE a L - 3.02 I IIIILIIIL A 0 EXIST SERVICE CONNECTS TO R" DIP WATER MAIN IN ALESSANDRO ALLEY CVWD DWG#22746 SAN BE11ITo as 111111IIIIL 0 TREE NOTE: CURB ROW 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 USER EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. 20'-6" POST LIGHT \— CURB AREA F - L-3.02 C- AREA G - L-3.0 2 NORTH ROW 41 SCALE: 1/8" = GRAPHIC SCALE 24' 16' 40 AI .- A 1 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coache la 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. U2 i1tO Date L43219 CVWD Plan # WATER G�' ' GEM NT DEPA DEVL�L� tit T RVICES DEPARTMENT e LANDSCAPE ARCHITECTS, INC 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com SHEET TITLE: PROJECT: • • LANDSCAPE ARCHITECT SPECIFICATIONS SHEET BOOK[ PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R15 DATE: 1 1 / 19/2C SCALE: 1 /8 '=1 '-0" /REVISIONS: /11 CVWD COMMENTS 02/08/16 »CITY COMMENTS 02/22/16 A'CVWD COMMENTS 03/07/16 SHEET NO: 1111. L-3.02 F AREA H I IRRIGATION_SCHEDULE SYMBOL n SYMBOL N. ov+4c 0.5 1.0 2.0 4.0 6.0 SYMBOL S I A 0 \7- ROW MAN U FACTU R E R/MO D E UD ESC RI PTI ON HUNTER PCB FLOOD BUBBLER, 1/2" FIPT. MANUFACTURER/MODEUDESCRIPTION HUNTER ICZ-101-LF DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: .2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. MANUFACTU RER/MODEUDESCRIPTION HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAUMUNICIPAL USE. 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. BUCKNER-SUPERIOR 3100 1" NORMALLY OPEN BRASS MASTER VALVE THAT PROVIDES DIRTY WATER PROTECTION. AVAILABLE IN 1", 1-1/4", 1-1/2", 2", 2-1/2" AND 3". Li- ROW AREA G - L-3.02 ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER TO BE INSTALLED BY CVWD HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. V.I.T. PRODUCTS SBBC-30CR LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH TOUCH SURFACE, COLD ROLLED STEEL, BACKFLOW ENCLOSURE. 31.5"L, 28"H, 17.75"W (80.01CM L, 71.12CM H, 45.085CM W). V.I.T. PRODUCTS SB-1852SS STAINLESS STEEL PEDESTAL MOUNT CONTROLLER ENCLOSURE. 18"W, 52"H, 12" D (45.72CM W, 132.08CM H, 30.48CM D). I SAN ANTONIO CIR. KEY MAP b J111111111 K I SAN CLE ,AENTE CI (Tm�TTrr JIII I J DETAIL C H F/K DETAIL B D A M2 n \\SAN SEW L 3.03 H WALL GUTTER 3 r' C 0 P n v PROPOSED WATER METER 3/4" TO BE INSTALLED BY CVWD 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 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 Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: i 2015-11-12 11:60 3/4" 22.50 gpm 65.00 psi 5.00 ft 1 1/4" 20.00 ft 62.00 psi 14.00 gpm 22.50 gpm 8.50 gpm A2 30.00 psi 0.00 psi 1.86 psi 0.19 psi 3.00 psi 35.04 psi 0.39 psi 3.89 psi 0.00 psi 0.00 psi 0.90 psi 1.90 psi 42.12 psi 62.00 psi 19.88 psi 0 O f; I L___ u dr-- ne POST LIGHT Al 1"9.00 CURB G G G SECTION A. HYDROZONE INFORMATION TABLE Irrigation Poin. of Connection (P.O.C.) No. Controller No. A A A A A A A A A A Valve Circuit No. 1 2 3 4 5 6 7 8 9 10 Plant Type(s) LW/MW LW/MW LW/MW LW / MW LW / MW LW / MW LW / MW LW/MW LW/MW LW/MW TREE NOTE: Irrigation Method B B B B B D D D D D Total: Area (Sq. Ft.) 2700 3300 3900 4200 3000 504 539 817 487 572 20019 ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: % of Landscape TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. Area 13.49% 16.48% 19.48% 20.98% 14.99% 2.52% 2.69% 4.08% 2.43% 2.86% 100.00% I Spring ISummer I Fall -Winter I TOTAL NORTH Spring ISummer I Fall -Winter ITOTAL IC ROW ITt THE WATER I\ETEF WILL ALSO SERVE THE ALESSANDRO VT SECTION. SEE SEPARATED .ET FOR WATER CALCULATION C GUTTER 1� / ROW • • Water Use Calculations Alessandro West Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of ol,7nts by water use Very Low I Low I Mod I High I Total Conventional Landscape Recreational Turf Zone No. 2 2 0 1 320 1 87 1 0 1 407 Site Information 2 20019 0 0 0 0 To of Total Landscape 0.000 0.786 0.214 0.000 1.00 Maximum Applied Water Allowance Eto 20'-6" Sauare Footaae 0.00 15739.75 4279.25 0.00 Total Sq. Conversion Factors Ft. 0.62 748 66.82 0.5 20019 0.62 748 66.82 Plant/Irrigation System Type: Drip I Bubbler I Micro Spray Season Zonal Eto Value 14.72 40.75 11.35 Plant Factor 0.20 0.20 0.20 Plant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Value 14.72 40.75 11.35 Plant Factor 0.50 0.50 0.50 Water Adj Factor 0.82 0 0.62 Estimated Water Use Zone 2 Area sq. ft. 15739.75 15739.75 15739.75 748 TOTAL MAWA MAWA 554.38 0.00 554.38 Irr. Eff. Area Seasonal Plant Factor: 0.9 ' 15739.75 2 Low Conarsion Factors Estimated Water Use 0.62 0.62 748 0.62 748 0.62 748 Zone Irr. Eff. Area 2 0.9 ' 4279.25 Area sq. ft. 0.62 4279.25 0.62 4279.25 0.62 4279.25 0.62 748 Estimated Total Water Use SCALE: 1/8" = 11-0" GRAPHIC SCALE 24' 16' 4' Conversion Factors 748 748 748 Irrt. Eff. 0.9 0.9 0.9 748 Im. Eff. 0.9 0.9 0.9 42.68 118.14 32.91 193.72 Seasonal Plant Factor: 3 Mod Estimated Water Use 29.01 80.30 22.37 131.67 325.39 CVWD LANDSCAPE APPROVAL These plans ave 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. 02:16 L43220 WATER M LANDSCAPE ARCHITECTS, II 73061 EL PASEO SUITE 211 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com SHEET TITLE: PROJECT: • • tan LLJ 0` I- � Q L ZC LU -J LANDSCAPE ARCHITEC SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1 DATE: 1 1 / 19/2- SCALE: 1 /8"= /REVISIONS: /I��CVWD COMMENTS 02/08/1 /2'CITY COMMENTS 02/22/1 AC:VWD COMMENTS 03/07/1 SHEET NO: P M • L-3.03 F CVWD Plan # VL/LUPMENTS 1 VIC6Sb •A°TMENT l;: l :l8l;ll;lllfl:1 :l:i AREA A COW I :::;:c;, �, ,-;r;:;,;, J .• . AREA A AREA B - L-5.00 AREA B AREA B • L-5 00 ■•m® s■ AREA C- L-530 AREA C 7 c ROW 111111111111111 •.HP2),. . :.:':HP SAN ANTONIO CIR. 1 I I I �inIIL.; 1 711 L IIz:Ill]l,l1l:lrl WALL codo o ed; d;ando sego —CURB 'r:: ; ; I l l POST LIGHT • KEY MAP SEE L-5.03 FOR PLANT LEGEND • • d0006:0o6c 0cio0 G UTTER I: I1.i El III CURB 37 ALL yr— GUTTER 1111111111111 GUTTER POST LIGHT 71:1111111 o d'oo 8o0 i • ROW 1 : , �:IIIIIIIII. ‘-.o �to 4o Fl(8iyor9r l:l:l III:I :I::II I.:�. I ' �;-,'o o°moo o e• �i,-; :: • 1111111111 TREE NOTE: • POST LIGHT 37' c ROW 00 4 od'd,"oo cioo d'o 6'o ego 7. .: HP2' oo Boo dt;o 4,5,-4ed)4ciao 3.:Sri;oart 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. NORTH SCALE: 1/8" = 1 -0" GRAPHIC SCALE ZEAC-L-5.© 24' 16' 8' 4' 0 a■ur LEAD-L-50h FENCE WALL ROW 4,--- ROW c Aku - ` (HP2. \...., R' -egowcc c,o` a e;'o AREA B - L-5 00 NEW SERVICE TO CONNECT TO EXIS WATER MAIN IN ALESSANDRO ALLEY DWG oi■■■i ■. AREA C- L-530 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Govememnt 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. L43221 WATER (T EMENT DEPA 42 P 1T, VC DEPARTMENT LANDSCAPE ARCHITECTS, I 73061 EL PASEO SUITE 21 PALM DESERT, CA 9226( (760) 568-3624 (760) 773-5615 FAX E-MAIL rga■rga-pd.com Z Q 0 V z_ F- z 0 SHEET TITLE: PROJECT: • • • LANDSCAPE ARCHITEC • SPECIFICATIONS SHEET ■ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R DATE 1 1 /19/: SCALE: 1/8' =1 '-0' � REVISIONS: /1 "CVWD COMMENTS 02/08/ /2'C;ITY COMMENTS 02/22/ /3 CVWD COMMENTS 03/07/ SHEET NO: • M • • CVWD Plan # FENCE WALL / ROW .1171111111111111 i111111Ilt1117 111111111 :-.)foct,428`,.;45:r AREA C - L-5.00 ■ AREA D - L-5.01 AREA D J non NEW SERVICE TO CONNECT TO EXIST 8" DI° WATER MAIN IN ALESSANDRO ALLEY CVWD DWG#22746 SAN ANTONIO CIR. �JIIILIIIIIIIII J • IIIIII111 JIII Illl L KEY MAP SEE L-5.03 FOR PLANT LEGEND • • 1111111111,1 • CURB GUTTER /SAN CLEMENTECI II II II I I )) 1--0111 lJ I I ITUTI- r I • • • • 1 11 11 '11,o /i 0 0 c0 O O O • 0 • o O o • a . 0 0100 1)0 .,.:.5/1111?i:•0 Oo 0 _ o 11 I 0 oot. 0 • 8" DIP WATER LINE /V CVWD DWG #22746-22717 / +� TO BE ABANDONED IN PLACE BY DISTRICT FORCE AT DEVELOPERS EXPENSE i POST TREE NOTE: POST LIGHT • • • • 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. t. MU II NORTH • • • • • • • • • ROW C WALL En I •. ,pvc' p`OpnO p vOpvO p'�Owee;O p:87 c p OJ n IT ., Dom. n,, n,, n., n.. A•n 1 SCALE: 1/8" = 1'-0" GRAPHIC SCALE 24' 16' 8' 4' 0 GUTTER 3r' AREA D - L-5.0' AREA E - L-5.0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Govememnt 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. 011:1hi0 Date I I L43222 CVWD Plan # LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga°rga-pd.com SHEET TITLE: z J a_ V z_ F— z 0 PROJECT: LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK • • • • PROJECT MANAGER: E DRAWN: CHECKED: PROJ. NO: DATE. SCALE: PREVISIONS: kCVWD COMMENTS ///2��CITY COMMENTS A'CVWD COMMENTS /\'CVWD COMMENTS SHEET NO: E T R151 11/19/201 1/8"=1' 114 02/08/16 E 02/22/16 E 03/07/16 E 06/15/16 E • AREA D - L-5.04 REA E - L-5.02 r— ROW c '.: ' . II t I /r r CM • Ir•. •} AREA E AREA F Tvass 0 AREA G IIIljI Li J 40 ot5.00 c ROW Cr 1111 • CURB WALL r11 (II•ITI 1 v ... '�. .5... 8O `W00 : •• 0 000 c G r GUTTER 111i1-,-1.LI t l I I!I I I I I I I I I I I I I I I I I I I llllll I I.. �D �Oo Oo OO o O eno 00 a'oo' r— ROW II „IIll ill1111 IIII_ 0 0e0 0000 • SAN ANTONIO CIR. GUTTER WALL iirl CM ( EXIST SERVICE CONNECTS TO P" DIP WATFP MAIN IN ALESSANDRO ALLEY CVWD DWG#22746 III II, I III III IIII II II II II 111111111111 IIIII [llllll --apoSo0 00 KEY MAP SEE L-5.03 FOR PLANT LEGEND GUTTER fi/I I 37' MEM • • • o_O O --O o�; 4M7� �O On Cr.O lilt] IIE11111 IIII • • ALESSANDRO ALLEY // .101 L11 33 1IIL I1 1111I IIIII 111 l ltll lilt ll l l l l ll /. . JC JC • CM • • irrirrEll CURB 1II I(I11,_ • • POST LIGHT EXIST SERVICE CONNECTS TO 8" DIP WATFR 1111111111 p—ROW r WALL if,I11,III1IrIIIIIXIIIIIIII]II • 'ITI II i II III o`$ k 800.0o 4 ,o Soo Er l rf((I iiiiiiilin 111.E GUTTER TREE NOTE: 111111111 EX PARKIING LOT 20'-6" o4nod'no8rF I1rllllllllllllllll 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. 20 -6" POST LIGHT Frillnllnll IIII 11,1 111 A 6 NORTH J fI HI 1 I I 11,11kar11111111111 I CROW SCALE: 1/8" = 1'-0" GRAPHIC SCALE POST LIGHT 24' 16' 8' 4' 0 Lc J ull IIIIaIIFI I 1 11 (II ROW AREA F - L-5.02 • • AREA E - L-5.C2 0 Lc; J • ',REA G - L-5.C2 AREA F - L-5. at CM o_O o"_t c ROW CVWD LANDSCAPE APPROVAL 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. Date L43223 CVWD Plan # LANDSCAPE ARCHITECTS, III 73061 EL PASEO SUITE 21C PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com PLANTING PLAN SHEET TITLE: PROJECT: • • LANDSCAPE ARCHITEC SPECIFICATIONS SHEET BOOKI PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1 DATE: 1 1 / 19/2 SCALE: 1 /8' =1'-0" REVISIONS: /1��'CVWD COMMENTS 02/08/1 /2CITY COMMENTS 02/22/1 /3'CVWD COMMENTS 03/07/1 SHEET NO: L-5.02 F • I I REP o, O, • to • to 2-1 • • •• 2. •w-4 tat 4 0 v SIDE gF2A11G� Cf SN11TH E�-IWBRD IRE 51NG�EL Ry STA" D"A�� CAILTREE� y_�p,R1Z � QCni - co J Q CC i r On SePt‘.pN\C 3 J\ e 1E GUTTER BROW 20'-6„ LANDSCAPE ARCHITECTS, INC, 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-Pdcom Wz 7 0 0 wow 4 LANDSCAPE SI SHEE PRO- ORP CH' PR S I A District m NpSG VatieYWater st L A reviewed by the Se ction �` 5g1 et with the rAanshave beenreview t �Peratlon ce with California Govan emn not dscaPe and man royal to °g ernin nagaency (City _ rprrslitute aPP was, ar 104-4 governing b D�JD sty Tr&wayees, Plans, w V erlaCaCn 1 of this drawing 1 •-• Rig be Planted °r Instaalnd n D into distract of any lt�nd maY oast ntywn9 ter -anent structures tight-waY'r°iY'out and 13 easements or - fficroach ment permit from DAD. design in NTDEPA�/ /i WATER 0323 Date Ptan - AREA H 20'-6" PLANT SCHEDULE TREES G SHRUBS CM DC FM HP2 JC LFT OB GROUND COVERS 'o`'R"o .'"o cQ"' 'o o o o o 0o` oo o f )0o 000 Ooo 000 00c V08 c$ 00.0i 0o00o, BOTANICAL NAME ACACIA WILLARDIANA PARKINSONIA PRAECOX TIPUANA TIPU WASHINGTONIA ROBUSTA BOTANICAL NAME CAESALPINIA MEXICANA DALEA CAPITATA 'SIERRA GOLD' TM FURCRAEA MACDOUGALII HESPERALOE X PINK PARADE JUSTICIA CALIFORNICA LEUCOPHYLLUMC." THUNDERCLOUD" OPUNTIA BASILARIS BOTANICAL NAME COBBLE RIVER ROCK BOULDERS T -0 SAN ANTONIO CR KEY MAP JIII L IIIIIIIIIL I bl II I COMMON NAME PALO VERDE TIPU TREE MEXICAN FAN PALM COMMON NAME MEXICAN BIRD OF PARADISE SIERRA GOLD DALEA FALSE AGAVE PINK PARADE BELOPERONE CHIHUAHUAN SAGE BEAVERTAIL PRICKLYPEAR COMMON NAME AREA G AREA H - SIZE WATER USE QTY 15GAL -24"BOX LOW 0.2 22 24"BOX 24"BOX +16' HIS SIZE 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL 5 GAL 10 PAD MIN CONT LOW 0.2 MOD 0.5 MOD 0.5 WATER USE LOW 0.2 MOD 0.5 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 4 30 7 QTY 48 38 3 68 52 36 55 REMARKS STANDARD TRUNK LOW BRANCHING REMARKS USE QTY REMARKS HICKORY CREEK COBBLE, 3-6" FROM SOUTHWEST BOULDER 4,252 SF DECOMPOSED GRANITE 3/8" M NUS W/ 11 % FINE :S - COLOR 16,973 SF CALIFORNIA GOLD FROM SWB. COMPACT TO 2" DEPTH AFTER WETTED AND ROLLED. DLACE IN ALL PL.;NTER AREAS SIZE IN 3" - 362 SF DESERT SELECT BOULDERS FROM SWB/ SIZE RANGE 2'-4', SEE PLAN FOR LOCATIONS J IIIIIII SAN CLE wIENTE CI f l. 100 / SAN BENITO L — 5.03 a_ II 1,1 L .. JL 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. NORTH SCALE: 1/8" = 1'-0" GRAPHIC SCALE 24' 16' 8' AREA H - L-5_03 GUTTER — ROW 20 -6" CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coache la 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. Io12�1)10 Date f L43224 WATER SHEET TITLE: LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.com PROJECT: LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO: R1516 DATE: 1 1 / 19/2015 SCALE: 1 /8' =1'-0" REVISIONS: INIT EW YX TM i CVWD COMMENTS 02/08/16 EW /2\CITY COMMENTS 02/22/16 EW ACVWD COMMENTS 03/07/16 EW SHEET NO: CVWD Plan # DEVE OPM-NT EEPART ENT