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HomeMy WebLinkAbout122 TEKIS PLACEMULCAHY RESIDENCE LOT # 22, 112 TEK MOUNTAINS AT BI PALM DESERT, CA N D EX: S PLACE, GHORN CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS GENERAL CONDITIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS P LANTING AND LIGHTING PLAN P LANTING DETAILS P LANTING SPECIFICATIONS CITY OF PALM DESERT MAINTENANCE AND INSPECTION SCHEDULE V CINITY MAP: L-1.00 L-2.00, L-2.01 L-2.10 L-2.20 L-3.00 L-4.00 L-4.10 L-5.00 L-6.00 L-6.10 L-9.00 WATER CONSERVAT APPROVED FINAL LLAANDSCAPE PACKAGE D-LwE1a�"°��. LANDSCAPE MANAGEP; (4Dcr LANDSCAPE ARCHITECTS,INC 73061 EL PASEO, SUITE "210" PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL; rga@rga-pd.com ON STATEMENT: PREPARED FOR: Landscape Documentation Package Checklist MULCAHY RESIDENCE Tract or Parcel Number. Parcel 1, P.M.W. 97-26, Tract 26068 Assessors Parcel Number (APN): - Project Location: Lot #22, 112 Tekis Place, Bighorn, Palm Desert, Ca Landscape Architect / Inigatien Designer/ Contractor NE 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. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: 465.27 100 cubic feet per year Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 465.27 100 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. ETWU < MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report O 100 cubic feet per year 184.31 100 cubic feet per year 56.19 100 cubic feet •per year O 100 cubic feet per year O 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 240.50 100 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: 3/6/2014 Applicant: Luke Taylor STANDARD SYMBOLS AND ABBREVIATIONS +12 " 0 A 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 HANDSCAPE ELEVATION DETAIL HDR ALIGN TYP. PA DN EQ WS MIN COL HP LP DIA CONT HT SIM O.G. DG 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 MIDGE AND PAT MULCAHY LOT # 22, 112 TEKIS PLACE, MOUNTAINS AT BIGHORN PALM DESERT, CA C/O KRISTI HANSON ARCHITECTS 42185 PAINTERS PATH, STE A PALM DESERT, CA 92260 CONSULTANTS: CI DEPARTMENT OFPALESE COMMUNITY DFVELOPMENT APPROVED BY• ❑ C.C. RES. NO ❑ R.C. RES. NO BY CONSTRUCTION ITHE ROVLEHMENC WITHIN YEAROFTH Dk REVISIONS STAFF LETTER ❑ ARC ACTIC)N FORM 1 PER CVWD SIONS COMMENTS RCO _ DATED 03-11-14 2 PER CITY COMMENTS DATED 04-10-14 3 PER CITY COMMENTS DATED 04-21-14 PROJ. NO.: R1336 DATE: 2014. 03.06 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 HE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRCCED CONSENT OF RGA, INC. © '12 ■ INITIALS CC CC CC DATE 4-1-14 4-15-14 5-22-14 Iw V ) CVWD ENGINEERING APPROVAL 0 W OG CVWD LANDSCAPE ARCH CVWD Plan# LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California tuovemomnt Code, Section 85591 et seq.. requiring efficient landscape and Irrigation design In cooperation will, 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, wails, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right -of -Way without first obtaining an encroachment permit from CVWD. e. DEVEL PMEN ' E ENT L41329 P' CITY OF PALM DESERT F UBLIC WORKS DEPT s w w A4 1" 0.32 A5 1"8.00 I A2 1" 11.20 A3 1" 7.00 s SSW w w P.O.G. 1' DOMESTIC WATER METER TO BE INSTALLED BY CVWD. S w w — % — L w S TEKIS PLACE w w / w S 7055.5 • EXISTING PROMINANT ROCK OUTCROPPING TO REMAIN 24'GRATE Al 1" 13.28 4/4" S i/ \\ 1 i \ 41\ Ii igi- Ij! %l >< �, . �a / //'/ f / \ 2"---C- l - �..' 1 % \— ---` .. �` ,,__ — zs- PROPOSED PAD 1056.0 FINISH FLOOR 1056.5 A.P.N. 771-240-032 TRACT NO. 26068 PMW 97-26 PARCEL 1 S i s —O SSMH tie' �4 NOTE SEE SHEET L-6.00 FOR IRRIGATION LEGEND. 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. / 44' SCALE: 1" = 10'-0" GRAPHIC SCALE � Illlllllllllllll� � 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL Dat {> � CVWD Plan # These plans have bee i 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-uf-Way. Trees, plans, wails, 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. AG -an- AR ENT EVELOPME ER "E iEPARTMENT RC\ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.com Q J 0_ 0 /Q V cr ar SPECIFICATIONS SHEET BOOK PROJECT MANAGER: BK DRAWN: LT CHECKED: BK PROD. NO: R1336 DATE: 3/6/14 SCALE: 1"=10'-0" INIT. REVISIONS CITY COMMENTS 4-17-14 A: SHEETNO: L 5-22-14 CC MMIM 11 L41330 (Title: 1 Com pa ny. (City: Water Use Calculations MULCAHY RESIDENCE 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 Low Mod High Total Conventional Landscape Recreational Turf 0 287 35 0 322 1 1 1 Site Information_ 19692 0 0 0 0 %of Total Landscape 0.000 0.891 0.109 0.000 1.00 Maximum Applied Water Allowance Zone No. Eto Square Footage 0.00 17551.57 2140.43 0.00 Water Adj. Total Sq. Conversion Factors Factor Ft. 0.62 748 57.01 0.5 19692 0.62 748 57.01 0.82 0 0.62 748 TOTAL MAWA P lant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Rant 'Spring 'Summer 'Fall -Winter I TOTAL Value Factor 12.54 0.20 34.77 0.20 9.70 0.20 P lant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal no Rant 'Spring 'Summer I Fall -Winter I TOTAL Value Factor 12.54 0.50 34.77 0.50 9.70 0.50 Estimated Water Use .11 MAWA 465.27 0.00 465.27 Zone Irr. Eff. Area Seasonal Plant Factor: 1 0.9 ' 17551.57 Area Conversion Factors sq. ft. 0.62 748 Irri. Eff. 17551.57 0.62 748 0.9 17551.57 0.62 748 0.9 17551.57 0.62 748 0.9 Zone 1 Area sq. ft. 2140.43 2140.43 2140.43 Irr. Eff. Area 0.9 ' 2140.43 Conversion Factors 0.62 748 Irri. Eff. 0.62 0.62 0.62 Estimated Total Water Use 748 748 748 Water Efficient Landscape Worksheet MULCAHY RESIDENCE APPLICANT INFORMATION Name of Project Applicant: Luke Taylor Designer RGA Landscape Architects Palm Desert Telephone No: Fax No: Email Address: Street Address. State: 2 Low Estimated Water Use 40.54 112.41 31.36 184.31 Seasonal Plant Factor: 3 Mod Estimated Water Use 0.9 12.36 0.9 34.27 0.9 9.56 56.19 240.50 760-568-3624 760-773-5615 Luke@rga-pd.com 73061 El Paseo, Ste. 210 CA !Zip Code: SECTION A. HYDROZONE INFORMATION TABLE Irrigation Poim of Connection (P.O.C.) No. Controller No. A A A A A A A Valve Circuit No 1 2 3 4 5 6 7 Plant Type(s) LW/MW LW/MW LW LW/MW LW LW/MW LW/MW Irrigation Method D D B D B D D Total: Area (Sq. Ft) 2700 5249 700 6064 800 2810 1369 19692 92260 • %of Landscape Area 13.71 % 26.66% 3.55% 30.79% 4.06%1 14.27% 6.95% 0.00% 0.00% 100.00% IRRIGATION SCHEDULE SYMBOL • 1 402 W 1GPH 2GPH s ■ ■ s 1 MANUFACTURER/MODEL/DESCRIPTION PSI GPM Rain Bird 1800-1400 Flood 30 .5 Flood Bubbler on fixed riser Rain Bird Xerl-Bug Emitters 30 1-2 GPH U se XB-10PC-1032 Emitters on plants that are Low and Low/Moderate water use. U se XB-20PC-1032 Emitters on plants that are Moderate to High water use. See planting legend for Plant Water use requirements. Rain Bird XCZ-100-B-COM Drip Control Kit, 1' PEBS valve, 1" Basket Filter, and 40psi Pressure Regulator, 1' Ball Valve. Rain Bird XCZ-LF-100-PRF Drip Control Kit 1" Low Flow valve, 3/4" pressure regulating RBY filter and 30psi pressure regulator. Toro FCH-H-FIPT Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs. Rain Bird PEB-PRS-D Electric Remote Control Valve with Pressure Regulator. Buckner -Superior 1400 Inverted nose garden valve. 3/4" x 1/2" female npt hose bibb, red brass. N ibco T-FP-600 Class 125 bronze full ported ball valve, same size as pipe diameter. Matco-Norca 523S 1/2'-2' white pvc inline check valve. Solvent ends. stainless steel spring loaded. Same size as pipe. Rain Bird ESP8LXME with (01) ESPLXMSM4 and ETC-LX and RSD-BEx 12 station commercial controller with Rain Bird ETC-LX. Upgrades any ESP-LX series controller to an et/weather-based irrigation controller. Mounted on a plastic wall mount Mount rain sensor where there are no overhead obstructions. 1" Domestic Water Meter to be installed by CVWD Febco 825Y 1" Reduced pressure backflow preventer. Install by private contractor. Irrigation Lateral Line: PVC SCH 40 (SEE PLAN FOR PIPE SIZING) Irrigation Mainline: Pipe up to 1-1/2" to be PVC SCH 40, P ipe 2" and larger to be PVC Class 315. Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. of irrigation pipe to 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 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. RADIUS DETAIL REMARKS 0 0 J K K L C E D B A 0 0 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valluy Water District in accordance with California Governemutl Code, Section 65591 et seq. requiring efficient landscape and Irrigation design In cooperation with tliu local governing agency (City or County). Approval of this drawing by CVWD stall does no constitute approval to e ncroach into district and USBR Righls•of-Way, Trees, plans, walls, and permanent structures of any Kind may nut he planted or installed in CVWD a nd USBR easements or right•of•way without first obtaining an e ncroachment permit from CVWD Dat CVWD Plan tt AGEML-`r1DEPARTtvr'ENT (` \J t' DEVELOPMENNJ. PARTMENT LANDSCAPE ARCHITECTS, INC 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.com J 0 0 rQ V cc cc U w 0 fr IL SPECIFICATIONS SHEET BOOK • • • PROJECT MANAGER: E DRAWN: CHECKED: PROJ NO: DATE: SCALE: REVISIONS: CVWD COMMENTS 3-17-14 4-7-14 C FEY COMMENTS - 4-17-14 5-22-14 L E R13� 3/6/ SHEET NO: L • • • il L41331 • BRASS NF'PLE (TYR) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PFEVENTER GATE VALVE TEST coat GIRL 4 PLACES STRAINER Ri40 L EH MON S_ PRESSURE GAUGE TAP ELL (0-200 PS) 2 PLACES (PLASTIC FACE) ELBOW (BRASS) BRASS APPLE ASLEF PORT FHB GRADE BRASS ELBOW ROW PRESSURE SUPPLY LNE INTAKE UNION PRESSURE SUPPLY PVC SCH. 40 MALE ADAPTOR BRASS ELBOW NOTE t EQUIPMENT TO BE NSTALLED AT A I NNLIM OF 12' FROM WALLS, BULDNGS, ETC. 2 ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1) COAT EPDXY PRNERR AND ONE(1) COAT EPDXY PANT AS SELECTED BY ARCHITECT. DO NOT PAINT LEVERS, TAGS, AND MOVING PARTS. a WHEN UNIT IS NEXT TO BULDNCI WALL, ETC, TEST COCKS AEE TO BE ON OUISCE J 0 MAD CONTROLLER 2' PVC SCH 40 CONDUIT AND RiTNGS WIRES TO REMOTE CONTROL VALVES. LOCAL FOR 110 VOLT A BACKFLOW PREVENTOR (PER C.V.W.D.) B AUTOMATIC CONTROLLER LEGEND t RAN BED XE;a-SPRAY OR XEFd-BUBBLER OR XERH3UG BASSION DEVICE (SEE IFEIGAMON EQUIPMENT LEGEND FOR MODEL f). 2 RAN BED MODEL 1PFR-12 POLY FLEX RISER (LENGTH AS REOUFIED). a MULCH BED 4. FINISH GRADE 5. PVC RTTNG (8 x s x 1/2' RPT). 6. RAN BED MODE- IFRA-050 POLY REX RISER ADAPTER 7. PVC PPE (DEPTH PER SPECIFICATIONS). K DRIP EMITTER L APPLIED ENG.(OR EQUAL)125(18 PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL. USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. pO O PVC MAINLINE \ �i DRIP VALVE a NOTE INSTALL AT LOWEST PONT AND/OR AT END OF LATERAL PENG AS NEED. FLASH GRADE PVC LATERAL LiE SEE PLAN FOR S&E AP. ce cH RUSHNG END VALVE FLL BOX WiTH 1/2' PEA GRAVEL END SELF FLUSHING VALVE VALVESEQUENCE TO BE HEAT BRANDED ON IJD OF EACH BOX FINISH GRADE USE CHRIS'lY'S TAGS OR EQUAL EQUIVALENT TO INDICATE VALVE SEQUENCE ON VALVE. CONTROL ZONE KIT RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE, 100PESB VALVE, OKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR.) PEA GRAVEL APPLIED ENG (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. O D D ❑ BOX TO BE PLACED AT FIGHT ANGLES TO HARDSCAPE EDGE VALVE SEOUENCE TO BE PANTED ON EACH BOX CONNECT WINES BY SOL.DBING TOGETHER + WATBFHOCRNG USE AN LIL APPROVED UNDERGROUND WINE SPLICE KiT FHB GRADE LAWN AREAS FLASH GRADE SHRUB AREAS ❑ ❑ ❑ C r ❑ ❑ ❑ ❑ O C ❑ as ❑ ❑ ❑ D APPLIED ENG(OR EOUAL)12" x18' PLASTIC BOX + COVER WI LOCK TOP MARKED F(FCOAT1ON CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPUCATiONL CUR TYPE EXPAN- SION LOOKIAN24') NON PRESSURE LIVE RTTNG PVC LNE PIPE SOLENOD 1144 APPLE) ENG (OR EQUAL) ROUND PLASTIC BOX + COVER. COLOR TO MATCH SURROUNDED SOL (TAN IN D.G. AND GREEN IN LAWN) USE LAVBRDER BOX FOR RECLAIMED WATER APPLICATION. ROW ADJUSTMENT PEA GRAVEL OAK 3 CU. FT.) PVC SCH. 40 MALE PRESSURE SUPPLY LIE RTTNG (SEE SPECIFICATION) PVC LIE PIPE MN.3CH 80 COMMON WEE —CONTROL WEE NOTE INSTALL CONTROL VALVES MIMLIM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. AUTOMATIC VALVE ❑ ❑ 0 0 a ❑ ❑ D D D — FLUSHING END CAP MAX WIDTH 12' ❑ n ❑ ❑ ❑ 1 D ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ D 0 0 D ❑ ❑ PVC SCHEDULE 80 RISER PVC SCHEDULE 40 STRUT ELLS PVC SCHEDULE 40 TEE OR ELL —I CLASS 200 PVC LATERAL PFVIG 0 0 D D TREE BUBBLER 0 ❑ D Y FILTER — RCV 000 % — PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 0 3/4" PIPE 1" PIPE 1-1/4" PIPE 181 361 841 TO TO TO TO 180 GPH 360 GPH 840 GPH 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. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. M TYPICAL EMITTER LAYOUT DETAIL 18' N D COVER MARKB2 ERGATION t 2 t Nil .•: • • ,• • • • • •� BALL VALVE • • • RISE GRADE LAWN AREAS FLASH GRADE SHRUB AREA HANDLE PFESSUFE SUPPLY LIE (SEE SPEC.) PEA GRAVEL MUCU. Ft) ....... RAIL VALVE USE T.O.E. NPPLE • • GENERAL INSTALLATION NOTES SPRINKLER FRGATKON PLAN B DIAGRAMMATIC. F$NAL LOCATION OF PPNG WLL BE Dt.1 _' 1 ED AT TLC OF NSTAL LAT10N MANM E AND LATERALS SHALL BE PLACE N SAME TRENCH WHEN POS3BLE EOUPME NT SHOWN N PAVE) AREAS B FOR DESIGN CLARFICATiON OILY AND SHALL BE MALLET, N PLANTED AREAS. NSTALL ALL ECOIPA@JT AS SHOWN N DETAILS. ALL EOl1PMENT FEOUFED BUT NOT BPEGFED ON TINE DRAINING SHALL BE PROVIDED BY THE FFIGATON CONTRACTOR a ALL MUMMER' SHALL BE NSTALLED N ACCORDANCE WRH MANUFACTURERS INSTRUCTIONS AFC BPFCFICATIONa 4 BACKFLOW PROTECTION UNT(S) SHALL BE NBTALLED N ACCORDANCE WITH LOCAL CODEa 5, FMIOATION CONTRACTOR SHALL EE REr_ONSBLE FOR PROPER WOFIKMAFBFP DURING NSTALLAT1CN. 6. ALL MANLIE PIPING SHALL HAVE A MINIMUM OF 181 COVER (24' UNDER ROADS AND STREETS. AND 24' F RUBBER RING r Al ED PPE). ALL LATERAL PPNG SHALL BE TFE NCINED A MMIUkS OF 121 D. ALL CONTROL WIFE GONG UNDER DRIVEWAYS AID MEETS SHALL BE BUNTS) N A PVC PPE LATERAL PPNG GONG UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. 7, ALL ALVE CONTFIOL WRE SHALL BE NETTALLED N SAME TRENCH WITH VMANSE WHEFEEVER POSSIBLE AND SHALL BE SOLID COPPER, ANC 414, TYPE UF. DIRECT BURIAL WEE, UBNO SNAPTTE OR SCOTCH-LOC VINE CON,ECTORS 8. ALL TRENCH BACOCFLL SOL SHALL BE CLEAN. FREE OF ROCKS. TRASH, GLA88, BOLVBNT AND CEMENT CONTAINERS AND RAGA CONTRACTOR SHALL COMPACT ALL TABNCHEB TO A DENSITY EQUAL TO THE UFDBRIRBE) 80L AND SHALL BE RESPONSIBLE FOR BFSNO NQ ANY SETTLED TRENCINES BACK TO FINISH GRADE 9 CONTRACTOR SHALL FLUSH ALL PPE .NEB PRIOR TO NSTALLNO flIQ RHEADE CONTRACTOR SHALL NSTALL VALVE BOXES AT GRADE OVER ALL BECTRC VALVES AND NSTALL ANTI-DRAN VALVES AS FEC E3SARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE BERM LETS ALONG STREET OJRBNCN AND DRIVEWAYS SHALL BE SET BACK 18 ACHES PER CVWD. ALL SPRINCLEREI SHALL BE ADJUSTED 80 THAT NO WATER 18 THROWN ONTO BTAUCTUEB OR NATURAL FACE MABOPUY WALLS NO OVERTHROW B PERMITTED ON HARDSCAFE 24" Min. Or Per Specs Sleeving Trenching SECTION / ELEVATION 90% COMPACTION REQUIRED — SEE SPECS 0 TRENCHING/SLEEVING DETAIL IRRIGATION HEAD TYP. (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBLER OR XERI—BUBBLER DETAIL PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT. ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL 1L N TYPICAL TREE/PALM IRRIGATION DETAIL 18' FINISH GRADE yu E 12 13. 14. 15. APPLE) BNG(OR EOUAL)12518' PLASTIC BOX + COVER W/ LOCK TOP MARKED FfGAMION CONTROL VALVE COLOR TO MATCH 9URROUNDNG SOL USE LAVBDER BOX FOR RECLAIM WATER APMJCATiON. 4' THREADED NIPPLE STREETEL —I TEE (RETREAD® OUTLET) NVERED NOSE GARDEN VALVE E1 STREET ELL 12' THREAD® NIPPLE INVERTED NOSE HOSE BIB 120 VOLT POWER FOR CONTROLLER(8) 18 TO BE PROVIDE) BY OTHERS ON A StPARATE CROAT BREAKER FMMQATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING COMECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETEWRn BY OWNERS Atm-tORZED REPREBBNTATME RONALD OFiEOORY ASSOCIATES, NC. SHALL APPROVE ALL WELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100X BPRNKLER COVERAGE OR TINE FpQATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. RONALD GREGORY ASSOCIATES NC. SHALL NOT BE RESPONSIBLE FOR IPROPER OPERATION OF SYSTEA DUE TO CONTRACTOR NOT FOLLOYJNO PLAN PPE SUNG OR NADEOUATE STATIC PRESSURE OR NFELD DESIGN CHANGES WITHOUT APPROVAL RONALD GREGORY ASSOCIATES INC. B NOT RESPONSIBLE FOR ERRORS N NSTALLATION F THEY HAVE NOT BEEN RETAIED FOR NSTALLATION OBB@NATION. 16. LANDSCAPE CONTRACTOR SHALL REFER TO S'ECFICATKONS FOR DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP. t 2 SPECIAL NOTES P RUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL. A PENCE OR OTI e AREA WHERE THEY ARE OUT OF CLEAR VEW. AN APPROPRIATE HEIGHT PROP -UP ceRNCLER SHALL BE NSTALLED ADJACENT TO ALL WALKS, DPoVE& PATIO AREAS AND ALL AREAS PEDESTRIAN TRAR RC. F VIAL INSTALLATION N LAWN SHALL BE FLUSH AND N SHRUB BEDS ONE NCH ABOVE GRADE CONTRACTOR SHALL PROVIDE Ti-INE= BUBBLERS AT THE EDGE OF TINE ROOT BALL FOR EACH HELD GROWN OR 241 AND LARGER BOXED TREE OR AND OTHER THEE AT THE DMECTION OF THE LANDSCAPE ARCHITECT. POP-UP SPRAY SFECIFCATIO NS LAWN TWO OR THREE NCH POP-UP BODY N STANDARD TURF GROIINDCOVER TREE OR FOUR NCH POP-UP BODY FOR LOW GROWING TYPES FOUR OR FAX NCH POP-UP FOR TALLER TYPES. ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY SHRUBBERY SIX OR TWELVE NCH POP-UP BODY KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL — 90% COMPACTION 3. SAND (TYP) 4. NON —PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE ALL SLEEVES TO BE SCH 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES O F ANY KIND SHALL NOT BE PLNATED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT—OF—WAY WITHOUT FIRST O BTAINING AN ENCROACHMENT PERMIT FROM CVWD. CVWD LANDSCAPE APPROVAL A_ LANDSCAPEARCHITECTS, 73061 EL PASEO SUITE 2 PALM DESERT, CA 9226( (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.com co J W 0 0 cc W J 1- uJ 2 co PROJECT W 0 W 0 co cc >- 0 J • • • SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED PROJ NO: R1 DATE: 3/1 SCALE: REVISIONS: CVWD COMMENTS 3-17-14 4-7-14 On COMMENTS 4-17-14 5-22-12 4 Dat CVWD plan # These plans have bee 1 reviewed by the Coachella Valley Water District in accordance with California Governemrd Code, Section 65591 et seq. requiring efficient landscape and irrigation design In cooperation with lliu local governing agency (City or County). Approval of this drawing by CVWD staff Uses not constitute approval to encroach into district and USBR Righls•of-Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD nd USBR easements or right of -way without first obtaining an encroachment permit from CVVVD. ANAGENIENTDEeAR, `ENT ELOPMENjF ERVIC gtifF'ARtv1ENr SHEET NO: • • I L41332 • 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 STUPERINTENDENT), PROVIDING INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS -OF -WAY, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE FACTS. 3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER SHALL BE AT THE OWNER'S AND CONTRACTORS 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. UNDER ROADS AND STREETS,AND 2 " IF RUBBER RING 6. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24"N ER T , 4 SEALED PIPE). ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE, WITH 18" OF COVER. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC, WITH 18" OF COVER. 7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. INSTALL 2 WIRE SYSTEMS PER CONTROLLER MANUFACTURER SPECIFICATION, 8. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI -DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. 11, CONTRACTOR SHALL ADJUST ALL HEADS AND VALVES FOR PROPER OPERATION AND COVERAGE AS SPECIFIED ON THE IRRIGATION LEGEND. HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18" FROM INSIDE FACE OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS NO OTHERTHROW IS PERMITTED ON HARDSCAPE. 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN -FIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS, OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE IRRIGTION COVERAGE. 14. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN -FIELD DESIGN CHANGES. 15. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR. 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 AND AGRICULTURAL SUITABILITY. "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 WORKERS 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: Kristi Hanson Architects DATED: 4/t 1/13 REVISED: TITLED: _Site Plan 2. WATER INFORMATION WAS OBTAINED FROM: MR./MS.: Robert Aveina OF: CVWD DATE: 2/28/14 PSI 78 GPM 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. 3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURERS 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: PRESURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE PVC CLASS 315. PRESSURE MAINLINE PIPE 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785. 7. SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 NSF APPROVED, CONFORMING TO ASTM TEST PROCEDURE D2466. 8. LATERAL LINE PIPE: NON -PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200, FOR SCHEDULLED 40 IF REQUIRED BY LOCAL JURISDICTION. BURIED A MINIMUM OF 12" WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS D1784. 9. STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED. 10. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT- BURIAL, PLASTIC- COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED, MINIMUM SIZE IS #14 AWG BURIED 18" BELOW GRADE. USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER.TWO WIRE SYSTEM SHALL BE INSTALLED PER CONTROLLER MANUFACTURE INSTRUCTIONS. 11. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE (1) WIRE IS PLACED IN A TRENCH, THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 12. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED (100) FEET OF WIRE LENGTH. 13. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK#3577 CONNECTOR SEALING PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. 14. TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE 15. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. 16. STREET: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH EXISTING CONDITIONS TO THE OWNER'S (JOB SUPERINTENDENTS) AND CITYS' SATISFACTION, BY THE CONTRACTOR, AS PART OF THE CONTRACT COST. 17. SLEEVING: ALL WIRE, PRESSURE AND NON -PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES, TWENTY-FOUR INCHES (24") BELOW ROAD BED, OR 18" BELOW DRIVEWAYS AND WALKS, THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. 18, PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 19. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE INCHES (12') BETWEEN VALVES, AND A MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE. 20. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT). 21. SPACING OF HEADS SHALL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 22. ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 23. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO THE START OF ANY PLANTING. 24. CLARITY OF DESIGN: NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF -SITE; NO VALVES SHALL BE LOCATED IN CONCRETE. ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING EITHER OFF -SITE, WITHIN THE STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE. IRRIGATION FIELD EVALUATION SCHEDULE (IF REQUESTED BY OWNER) 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERIENTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE EVALUATION FORTY-EIGHT (48) HOURS IN ADVANCE. 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. 3. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS EVALUATION SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTORS EXPENSE, 4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH 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 l5 TO ENSURE CONFORMANCE OF ALL 7r_ IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO Dal 7// ENSURE INTENDED COVERAGE AND PROPER EMITTER FLOW. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC., PRIOR TO THIS EVALUATION. THIS MAY INCLUDE CHANGES IN EMITTERS, NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. CVWD Plan # 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 ar County), Approval of this drawing by CVWD staff does not constitute approval In encroach into district and USBR Rlghts•of--Way. Trees, plans, walls, and permanent structures of any kind i nay not be planted or installed in CVWD and USBR easements ar right-of-way without first obtaining an encroachment permit from CVWD, LANDSCAPE ARCHITECTS, INC, 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rgaerga-pd.com rw� V W ® V W WW CC co >a PROJECT SPECIFICATIONS SHEET BOOK PROJECT MANAGER: BK DRAWN: CHECKED: PROJ NO: DATE: SCALE: REVISIONS: CVWD COMMENTS 3-17-14 4-7-14 CC CITY COMMENTS 4-17-14 5-22-14 CC LT BK R1336 3/6/14 SHEET NO: INIT, I diQeiY LIGHTING SCHEDULE SYMBOL B7 MANUFACTURER/MODEL/DESCRIPTION PATH LIGHT KICHLER LIGHTING 16004 LED ACCENT LIGHT KICHLER LIGHTING 15742 LED STEP LIGHT LED TO BE SELECTED QTY DETAIL 11 12 7 PLACE WHITE FINISH LIGHT FIXTURES IN WHITE ICE GRAVEL PLANTER AREAS PLACE BLACK FINISH LIGHT FIXTURES IN ALL OTHER PLANTER AREAS NOTES: 1. INSTALL ALL LIGHT FIXTURES PER MANUFACTURES SPECIFICATIONS. KICHLER LIGHTING (TEL: 44131-8010) 2. LIGHTING CONTRACTOR SHALL SUPPLY OWNERS REPRESENTATIVE WITH ONE SAMPLE OF EACH FIXTURE FOR APPROVAL PRIOR TO INSTALLATION. 3. NO SUBSTITUTIONS ALLOWED WITHOUT PERMISSION OF LANDSCAPE ARCHITECT. 4. ALL LIGHTING CIRCUITS SHALL BE BY OTHERS. 5. QUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VER*IE THE PLAN BY THE BIDDING CONTRACTOR. 6. LANDSCAPE LIGHTING AT GENERAL LANDSCAPE SHALL OPERATED BY PHOTO CELL 'ON', 24 HR. TIMER 'OFF'. s w /9/ s w w PLANT SCI- EDULE TREES BOTANICAL NAME CAESALPINIA CACALACO'SMOOTHIE' TM SHRUBS AM AGS QV AW AB AV BOO CS CER DL EC s MATERIAL ALUMINUM ALUMINUM TO BE SELECTED FINISH WHT & BKT WHT & BKT LAMP 4 W/ 35° FLOOD COLOR TEMP WARM WHITE 4.5 W/ 35° FLOOD WARM TE LED PROPERTY INE ADD TO EXISTING BOULDER OUTCROPPING TO PROVIDE -- - - SCREENING HEIGHT TO BE`',, DETERMINED IN THE FIELD, -t.--7 NOT TO EXCEED 1058 �> mow= SSMH I S - w PITHECELLOBIUM FLEXICAULE PROSOPIS CHILENSIS BOTANICAL NAME AGAVE MACROACANTHA AGAVE SISALANA AGAVE VICTORIAE-REGINAE AGAVE WEBER! AGAVE X 'BLUE GLOW' ALOE VERA BOUGAINVILLEA X'OOH LALA' CEREUS HILDMANNIANUS CEREUS PERUVIANUS MONSTROSUS DASYLIRION LONGISSIMUM ECHINOCACTUS GRUSONII w COMMON NAME CASCALOTE TEXAS EBONY CHILEAN MESQUITE COMMON NAME CENTURY PLANT SISAL HEMP QUEEN VICTORIA AGAVE WEBER'S AGAVE BLUE GLOW AGAVE MEDICINAL ALOE BOUGAINVILLEA CORKSCREW CACTUS CURIOSITY PLANT MEXICAN GRASS TREE GOLDEN BARREL CACTUS ADD TO SLOPE AS NEEDED TO SCREEN EQUIPMENT WALL +5' MIN. HT. MAIL BOX' TEKIS PLACE SIZE 24" - 48" BOX S WATER USE QTY REMARKS LOW 0.2 5 SEE PLAN FOR S12 36" BOX .02 LOW 6 MULTI TRUNK 36" BOX LOW 0.2 1 MULTI TRUNK SIZE 15 GAL 15GAL-24"BOX 8" DIM. MIN 5 GAL 15 GAL 5 GAL 15 GAL SPECIMAN 24"BOX SPECIMAN 24"BOX 10"-12" DIM WATER USE QTY REMARKS LOW 0.2 30 LOW 0 2 9 SEE PLAN LOW 0.2 31 LOW 0.2 10 LOW 0.2 7 LOW 0.2 12 MOD 0.5 14 TRAILING LOW 0.2 2 TO BE SELECTED LOW 0.2 3 LOW 0.2 4 LOW 0 2 57 ER EUT B JUC F Y YR clurL Cr) EXISTING PROMINANT ROCK OUTCROPPING i • i/ 1 �\�•i // 1I �tiit, iil / 1 i1 1 I 10•ELE.9TCE/ i� /�i -ye \'\1 \`I I IP ////, ice/ I1 l� r-max � ALL EXISTING TREES AND BO� AI,NyVILLEA_„ N THE SLOPE TO REMAIN � ALL EXISTING GRASSES ON. THE SLOPE TO BE .� - , REMOVED :Y\--ALL NEW PLANTING ON THE SLOPE TO BE HANN 1` FLAGGED BY LANDSCAPE ARCHITECT. PRIOR 1 TO INSTALLATION EUPHORBIA RESINIFERA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FESTUCA GLAUCA JUSTICIA CALIFORNICA PACHYCEREUS MARGINATUS YUCCA ROSTRATA YUCCA ROSTRATA GROUND COVERS BOTANICAL NAME MEXICAN BEACH PEBBLE 0 NOTES: SEE SHEET L-6.00 FOR PLANT LEGEND NOTES TREE LOCATIONS TO BE 2' MIN. FROM CB 'lS'BOX PROPOSED PAD 1056.0 FINISH FLOOR 1056.5 A.P.N. 771-240-032 TRACT NO. 26068 PMW 97-26 PARCEL 1 MOROCCAN MOUND PENCIL TREE BLUE FESCUE CHUPAROSA FENCE POST BEAKED YUCCA BEAKED YUCCA COMMON NAME BLACK 1/2"-1" S --0 SS MH 15 GAL 15 GAL 5 GAL 15 GAL 4'-5' HIGHT 15 GAL 24"BOX CONT STABLIZED DECOMPOSED GRANITE 2" THICK 3/8"MINUS 11% FINES,GRAPHITE GREY - WHITE ICE STEEL HEADER 3/4"-3/8" ALL BOULDERS ARE EXISTING BOULDER ON SITE NOTE: cce LOW 0.2 LOW 0.2 MOD 0.5 MOD 0.5 LOW 0.2 LOW 0.2 LOW 0.2 USE 10 20 20 1 28 30 18 SINGLE r10 ---- 1a;Q QTY REMARKS 666 SF SOUTHWEST BOULDERS 776 SF SOUTHWEST BOULDER 602 SF SOUTHWEST BOULDER 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 RRST OBTAINING AN ENCROACHMENT FROM CVWD. 7 2 lu1 L SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 LANDSCAPE ARCHITECTS, INt 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL rga•rga-pd.com • w 0 w� Oc a w 0 CC u >-• ` a� 0o J w 0YY IL IL SPECIFICATIONS SHEET • • BOOK E PROJECT MANAGER: DRAWN: CHECKED: PROJ NO: DATE: SCALE: REVISIONS: CVWD COMMENTS 3-17-14 4-7-14_ CITY COMMENTS 4-10-14 4-15-14 CITY COMMENTS 4-17-14 5-22-14 c A Al CVWD LANDSCAPE APPROVAL A- 7 r� Dat CVWD Plan # These plans have beep reviewed by the Coachella Valley Water District in accordance with California Govemernnt 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 rifles not constitute approval to encroach into district and USBR Rights•o6Way. 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. DEVELOPME E PAR NT SHEET NO: L • • L41334 NOTE: ONLY IF NEEDED PER CRY OF PALM DESERT PUBLIC WORKS CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING TREE TRUNK CINCH TIES OR EQUAL i3 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 SUBTROPICAL TREES SHALL RECEIVE FERTL.OR ONCE ESTABLBFED BASED ON SOILS REPORT. ORGANIC AMENDMENT SHALL BE RA.L.Y ORGANIC COMPOST BY LOCAL GREEN WASTE VENDOR DOUBLE STAKE TREE DETAIL 24' - 36' BOX 18' NOTE STAKE DETAL ONLY APPLES TO STANDARD TRUNK THEE. AND ONLY AS NEEDED PLANT 1ST ROW OF SHRUBS A MIN. OF 18' FROM OUTSIDE OF HEADER LAWN (SOD) KEEP LAWN MOWED 1' BELOW TOP OF HEADER BOARD STEEL HEADER BOARD SECTION NO SCALE BUILT-IN JOINTS 1/8' W x 6' D GALVANIZED STEEL STEEL HEADER BOARD STEEL HEADER BOARD PLAN VIEW NO SCALE i KEEP SOL MOIST, NOT WET UNDISTURBED NATIVE SOIL ALL NATIVE PLANTS SHALL BE BACKFLLED WITH NATIVE SOL ONLY SEE HOLE REPORT FOR SOL AMENDMENT FEOUFEMENTB FOR SUB TROPICAL PLANTS. ORGANIC AMENDMENT SHALL BE FILLY ORGANIC COMPOST BY LOCAL GREEN WASTE VENDOR • VARIES 12' PAST VINE BOTH SIDES TYP- i y PLANT PIT DEPTH OF ROOT BALL PLANT PIT 2 x + OF ROOT BALL WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP- SHRUB PLANTING -I- VINE ESPALIER DETAIL I1_III .111 SUB GRADE NOTES: - BURY BOULDER A MINIMUM OF 1/2 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPUCABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. BOULDER DETAIL f 2/3 1 NOTES: BOULDER \�Xs:\ // —SUB GRADE FINISH GRADE - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX. EOUAL IN ALL DIRECTIONS - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. BOULDER DETAIL WALKWAY NOTES: COBBLE OR GRAVEL IN DEPRESSED GRADE SUB GRADE - PLACE AS NEAR AS APPLICABLE TO PLAN FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. FINISH GRADE J 2' MIN 4 PLANTING NOTES: t PLANT oUANiiTY LIST IS PROVDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS. 2 MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVDED BY LANDSCAPE CONTRACTOR a WHERE MOUNDING oca*RS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG TFE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. 4. BEFORE ANY PLANTS ARE LOCATED ALL PL.ANiED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE 5. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET) TO AN EDGE OF PAVING, FEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC) MUST HAVE LUEAR ROOT BARRER INSTALLED AT WE OF PLANiTNG PER MANUFACTURE'S SPECF ICATIONS, EXCLUDING PROJECTS N PALM DESERT PER DEECTIVE OF CiTY PALM DESERT LANDSCAPE MANAGER. (SEE DETAL) 6. DO NOT PLANT SHRUBS CLOSER THAN 3' (T-REE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30' FROM LANDSCAPE L.IOHT FIXTURES 7. REMOVE ESPAUERED PLANTS FROM THEIR TRAWNG FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 8. IF REOIHRED, THE OMER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO TFE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENi9 PRIOR TO SUBMITTAL FOR BUILDING PERMITS. 11. BEFORE BACKRLLNG TFE ROOT BALL, WATER THE PLANT N THE HOLE AND THEN PROCEED NRiH BACKRLLNG. LIGHTING NOTES t ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTFE(i REPRESENTATIVE OF OWNER. 2 ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE DETERMINED N THE FE-D AND APPROVED BY TFE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. aOUANiiiES LISTED ARE FOR THE CONVBJENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING USE CONTRACTOR IS FESPONSBLE FOR PROVIDING L.IG-IT AS INDICATED ON THE PLANS. 4. ALL uc -rr FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' (AVE FEET) FROM POOL, SPA LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE NSTALLED WITHIN 10' (TEN FEET) OF WATERS EDGE TO HAVE OR 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 6. INSTALL ELECTRICAL CONDUIT TO TFE EDGE OF PLANNING AHES 80 AS NOT TO NiERFERE WfTH PLANT BOLE EXCAVATION. CONDUITS N THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE 7. Ifl-IT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (SIX INCHES) FROM TFE EDGE OF PAVING AND LAWN AREAS. 8. INSTALL PHOTOELECTRIC SWITCH WEIR TMER SHUT-OFF. MANUAL OVERRDE SWITCH TO BE LOCATED PRIOR TO INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. 9. ALL LIGHT R)CTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (M-ERE POSSIBLE) WiTH 1L ALL CONDUIT TO BE SCH 40 PVC WEIR GALVANIZED 90 RISERS USE BELL SP. GALVANIZED STEEL UL LISTED EXFSRIOR BELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. 12. ALL CIRCUITING, SWITCHING AND COMECiFON9 TO BE BY ELECTRICAL CONTACTOR LKlfT1NG PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. PLANT LEGEND NOTES: 1. PLANT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE $2,000 TO BE USED FOR ADDITIONAL PLANT MATERIAL NOT INDICATED ON THE LEGEND WHICH MAY BE DEEMED NECESSARY BY THE LANDSCAPE ARCHITECT AND APPROVED BY THE OWNER'S REPRESENTATIVE. SUCH PLANT MATERIAL WILL BE SPECIFIED AND FIELD LOCATED BY THE LANDSCAPE ARCHITECT. IF THIS ALLOWANCE IS NOT USED, OR IS ONLY PARTIALLY USED, THE UNUSED PORTION SHALL BE CREDITED TO THE OWNER. 2. LANDSCAPE ARCHITECT: SHALL FIELD REVIEW ALL PLANT LOCATIONS PRIOR TO PLANTING. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS/BOXES. 3. UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH UNIT PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING THE BID TO THE OWNER. 4. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE LANDSCAPE CONTRACTOR, PLEASE CONTACT THE AGRICULTURAL COMMISSIONER FOR APPROVAL. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. 5. MOUNDING: ALL MOUNDING INDICATED ON THIS PLANTING PLAN SHALL BE CONSIDERED DECORATIVE, AND IS NOT INTENDED TO BE A PART OF THE SITE DRAINAGE SYSTEM. ALL MOUNDING SHALL BE INSTALLED SO THAT THE TOE OF THE MOUND IS A MINIMUM OF 18 INCHES FROM ANY SIDEWALK OR A MINIMUM OF 3 FEET FROM ANY BUILDING. MOUNDING SLOPES SHALL NOT BE STEEPER THAN 3:1. 6. 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. /3\r CVWD Dat LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governe not Code, Section 65591 et seq. requiring efficient landscape and irrigation design In cooperation with Elio local governing agency (City or County). Approval of this drawing by CVVVD stall does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plartE, walls, and permanent structures of any kind may riot be planted or ir'stalled in CVWD u rid USBR easements or right-of-way without first obtaining an encroachment permit from CVWD, WA MA EaNT17C('A,ENT .... a-Q.: . 0:.e %17 ltd.....A.M (DEVad iv1EN ERV10ES DEPARTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.com SHEET TITLE: V, J_ W 0 V J EL W 0 W a OVU W Cf. [ICJ J coCC mcn Qua U PROJECT: SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROD NO: DATE: SCALE: REVISIONS: CVWD COMMENTS 3-17-14 4-7-14 CC CffY COMMENTS 4-17-14 5-22-14 CC BOOK BK EW BK R1336 3/6/14 A: SHEETNO: L INIT. STEEL HEADER BOARD DETAIL COBBLE SWALE DETAIL CVWD Plan # L41335 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 WORKERS 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 MANUFACTURES SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30" FROM LANDSCAPE LIGHT FIXTURES. 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 11. BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE 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 SIZES. INDICATE VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS OF FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS. 2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH PROJECT ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES. PROVIDE CONDUITS AS REQUIRED. 3. WIRING METHODS: A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. C. ALL CONDUIT ABOVE GRADE SHALL BE PER NEC APPROVED SPECIFICATIONS. 6. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR (24) HOUR TIME CLOCK AND PHOTO CELL. COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER. 7. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS, AS REQUIRED. 5. SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND BE FAMILIAR WITH THE DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER (JOB SUPERINTENDENT). 6. FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS, ALL TREES, SHRUBS, VINES AND HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE 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 THE CONTRACTORS 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 BE AT THE OWNERS 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 Coachella Valley Water District in accordance with California Govemamnt 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 Righls•uf-Way. Trews, plans, vralls, and permanent structures of any kind may nut be planted or iristalled in CVWO ad USBR easements or right-of-way without first obtaining an encroachment permit tram CVWD. RC\ SHEET TITLE: LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.com co 0 U LL U w co co V a J 0 SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ NO: DATE: SCALE: REVISIONS CITY COMMENTS 4-17-14 5-22-14 CC BOOK BK EW BK R1336 SHEET NO: INIT. Dal CVWD Ran # WAAGEMaT`DE Al2 ENT l D EVE P ERVICrr 1 L41336 PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to checking adjusting and repairing irrigation equipment; resetting the automatic controller; aerating and de -thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. PLANTING I. ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shall be tilled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed. B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to allow for their proper operation and normal spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as necessary. Trim and edge to maintain sidewalks and curbs free of plant growth. II. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, if severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission shall depend on the Contractor submitting to the Owner the following information: A. The exact location(s) where the herbicide is to be used. B. Verification that the herbicide has no harmful effect on desirable plant materials. C. The herbicide will be applied at the manufacturer's instructions for application. Bermuda grass infestations of the shrubs, groundcover and slope areas, if severe, should be sprayed out and "weedeaten". IV. ANNUAL COLOR The Contractor shall be responsible for replacing annual color two (2) times during the year. Annual color will be replaced at the following times: 1st week in November and the 1st week in June (as weather permits). V. LOSS OR DAMAGE TO PLANT MATERIAL BY CONTRACTOR Shrubs, trees and plants damaged or killed due to the Contractor's operations, negligence or chemicals, shall be replaced at no cost to the Owner. VI. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall include: A. Exact location(s) where disease and/or harmful insects are prevalent. B. Contractor's opinion of the type of disease and/or insect. C. Contractor's recommendations for control and elimination of disease and/or harmful insects. VII. FERTILIZATION A. General Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shall be in accordance with indicated rates and times. Method of Application In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc., which might affect stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materials in solution. D. Trees and Shrubs An agricultural soils test and soils report must be completed prior to landscape installation. soil amendments must be installed per soil report recommendations using locally sourced material . IRRIGATION SYSTEM I. Operation A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and adjusted accordingly to maintain efficient use of water being applied. B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff. C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. E Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an irrigation system, or any area resulting from the physical breakdown of the irrigation system. II. Maintenance A. The Contractor shall be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and backflow protection devices, including the following items. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Quick Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape 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 I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -site. All grass clippings deposited on roadways or walks shall be picked up after each mowing or trimming operation. III. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers Tree stakes and ties All tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs ) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall $prav Heads. THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER AUDIT. Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Lawn irrigation days Der week, bv month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 Spray type head for lawn (in minutes Der irriaation dav). bv 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 Rotating Woe head for lawn (in minutes Der irriaation dav). bv 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 Jan. 2 Bubblers and Emitters Tree + shrub irrigation days Der week. bv month Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. 3 4 5 6 7 7 6 5 4 3 Dec. 2 Bubbler type head for trees (in minutes Der irrigation dav). bv 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 tvDe head for shrubs (in minutes Der irrigation dav). bv month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 12 18 24 36 42 48 48 42 36 24 18 12 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT RRST OBTAINING AN ENCROACHMENT FROM CVWD. RC\ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: RGAsRGA-PD.COM W J 0 W 1 �0 VJ W 0 W Q 0 0 U LII W cD W Z w — W 0 WQ 0 U F /W co 0 as U 0- SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO: DATE: SCALE: REVISIONS: BOOK BK CC BK R1336 3/6/14 INIT. CITY COMMENTS 4-17-14 5-22-14 CC A SHEET NO: L • •