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HomeMy WebLinkAbout170 KAWISH COURT (T. 27520-3)Pr LEN ❑ C e 0 07 KAWISH C U R= PAL j ESERT, 92260 RN: 771-2 0-042 TRACT 27520-8 Per MB 266-008 TOWNSHIP N► oW❑ of the •{u rtc Section c pTownship 6 South Pro• ject Information Owner Lori Friend 107 KAWISH COURT PALM DESERT, CA 92260 Architect 02 ARCHITECTURE Rene Vidal Phone (760) 778-8165 Fax (760) 406-7946 Civil Engineer McGee Surveying 79-301 Country Club Dr. Suite 102 Bermuda Dunes , CA 92260 Phone (760) 345-3828 Fax (760) 342-5044 S CE jpj=n 0E0 quarter annp;e East CITY OF PALM DESERT T OF COMMUNITY DEVELOPMENT APPROVED BY ❑ CC RES. NO_ ❑ P.C. RES. NO L1 STAFF LETTER EIARC ACTION BYet--F CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL Sheet Index APPENDIX B SAMPLE WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and is a required element of the landscape document package. PROJECT INFORMATION Project Name: Friend Residence. Applicant: RANDYPURNEL Title: Principal Company: Randy Purnet Landscape Architect City: Palm Desert (Phone No: 760.636.1922 Fax No: Email: rpurnel@rpla.net Address: 44536 Portola Ave State: CA. (Zip: 92260 SECTION A. HYDROZONE INFORMATION TABLE Please complete the hydroz❑ne table(s) for each irrigation point of connection. Use as many tables as necessary to provide the square footage of landscape area per valve. Irrigation Point of Connection ( P.O.C.) No. Controller No. Valve Circuit *Plant Type(s) No. C 1 'LW/MW. C 2 LW.' 3 LW.. C 4 MW C 5 LW 6 LW/MW r LW/MW: C P'9 CST/WST 10 LW C C I C I C (Total * Plant Type CST = Cool Season Turf WST = Warm Season Turf HW = High Water Use Plant MW = Moderate Water Use Plant LW = Low Water Use Plant LO.0 COVER SHEET L1.1 IRRIGATION PLAN L1 2 IRRIGATION DETAILS AND SCHEDULES L1.3 IRRIGATION DETAILS L1.4 IRRIGATION SPECIFICATIONS L2.1 PLANTING PLAN L2 2 PLANTING DETAILS AND SCHEDULES L2.3 PLANTING SPECIFICATIONS L3.1 LIGHTING PLAN L3.2 LIGHTING DETAILS AND SCHEDULE LW MW LW MW ""Irrigation Method r D D D R/DL DL DL I DL I DL I.. R I Area (Sq. Ft.) ** Irrigation Method MS = Microspray S = Spray R = Rotor B = Bubbler DL= Dripline D=Drip 713 1745 1314 706 3070 480 1929 1783 550 420 106 252 706 13774 % of Landscape Area 5.18% 12.67% 9.54% I 5.13% 22,29% 3.48% 14.00% 12.94% 3.99 3.05% 0.77% 1.83% 5.13% 100.00% Cholla Way Cahuilla Hills J9uar We�` Project Location F n NaNern PI Spring Sumner Fall -Winter TOTAL spring I Summer I Fall -Winter I TOTAL Spring Summer Fail -Winter TOTAL 1 Low 2 Low/Mod 3 Mod 4 Mod/Hi 5 High 6 Low Trees 7 Low/Mod Trees 8 Mod Trees 9 Mod/Hi Tree 10 High Trees Total Water Calculation Chart Maximum Water Allowance Input Zone Square Footage Calculations Tree & Shrub Square foot Turf Square foot Total Artifical Turf Total Square foot Cobble/Boulder/DC Total Waterfeatum Square footage Total Lanscape Square foot Zone No. 1 2 3 4 5 Eto Water Adj. Factor 0.45 0.451 0.45 0.45 0.45 57M1 66.32 75 88 93.9 Total Number of plants Number of pi ants by water use 216 01705 0 0. 1s 0 1939 Plant/1rdga Son System Type: Spray/Bub/Drip Season 'Spring )Summer Fall Winter TOTAL Zonal Eto Value 12.54 34.77 9_7 Plant Factor 0.2 0.2 0.2 PlantJnigati on System Type: Spray/Bub/Drip Season Zonal Eto Value 12.54 34.77 9.7 Rant Factor 0. i Plantllrrigaticn System Type: Spray/Bub/Drip Season Zonal Eta Value 12.54 ,.4.77 9.7 0. D.5 Plant Factor 0.2 0.1 O. Plant/Irrigation-a3ystem Type: Spray/Bub/Drip season 7onal Eto Value 12.54 34.77 9.7 Rant Factor 0.71 O.1J 0: .11991 1783 0 22052 873 36699 Total Sq. it. 36699 0 Conversion Factors Total 0.62 748 MWA 0.62 748 780 3831 0.62 748 0 0.61 748 0 0.62 748 0 0.6 748 0 % of Total Landscape 0.111 0A00 0.879 D_o00 0.000 0.009 0.000 0_000 0_000 0.000 Zone Irr. Eff. 1 0.9 Area sq. it. 0.62 1335.76 f 062 1335.764 0.62 1335.769 0.62 Zone 1 Area I sq. it_ 10543.92 10543.91 10543.91 Zone 1 Area JJ1 sq. IL 111.3141J 111.31411 111.314 Zone 1 Area sq. tL 1783 1783 1783 Area 1336 Conversion Factors 748 746 748 748 Square Footage 1335.769 0.000 10543.917 0.000 0.000 111.314 0.000 0.000 0.000 0.000 Seasonal Plant Factor: 1 Low Shrub Irri Eft. 0.9 0.9 Estimated Water Use 3.09 8.55 2.39 14.03 Irr. Elf. Area Seasonal Plant Factor: 0.9 d910543917 3 Mod Conversion Factors 0.62 748 Irrt EEL el 0 62 0.62 0.62 748 748 746 Irr. Eff. Area Sea 0.9 111,314 6 Conversion Factors 0.62 0.62 0.62 748 748 748 0.62 748 Irr. Eff. Area 0.9 1783 Conversion Factors 0.62 748 Irri. Eft. 0 62 0.62 0.62 Total Estimated Water Use VICINITY MAP Big Horn Golf Club Silver Spur Mobile Manor `` enhullln Wa Date 748 748 748 0. 0.9 0. wi Elf. Estimated Wafer Use 60.89 168.82 47.10 276.80 al Plant Factor: Low Tree Estimated Water Use • 0.9 0.26 0.9 0.71 0.9 0.20 1.17 Total Tree And Shrub Seasonal Plant actor: 11 Turf Estimated Water Use 0.9 14_41 0.9 39_97 09 11.15 65.53 292.00 Total Turf 65.53 402.91 amiicpr DIAL TWO WORKING BEFORE ((w, DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and Irrigation design In cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, wails and permanent structures of any kind may not be planted or Instafied In CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permttfrom CVWD. CVWDRan # L43965 ertir Waterradd Department cement erv(jep-,I!ent RANDY PURNEL LANDSCAPE ARCHITECTS sheet Q� 0 I - co a) -o AS PER CVWD COMMENTS drawn - pro]. no. date scale sheet no. a RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. lie. 4275 specifications ■ CD CNI 0 i en Cn1/41.1 CU ® 0 book RAA 1701 06-06-17 NTS LO.0 1 of 10 PRIVINSTALL ATEAta NTRACTORCKFLOW TO + C+`_ + + + + + + � + ct + ? + + + ,,+, + Jr CER FLO !( , • DW LT y / A / J. + + + CVWD TO INSTALL WATER METER • • • BK .76 BK BK T.yans' 'ne4I cs 4 ( LP z •M • C 0 U 7 • • A / • � CER FLO KAWISH COURT 1. 2. 3. GREEN + + + + + + + + �,7 w`+ t1, :o + +/,�'' _'+ CER FLO .-haI.n,_ 4.2,Cc:;:CtM:,� + + + / + + + + + + + + + + + + C.V.W.D. IRRIGATION NOTES NO CONFLICTING OVERHEAD AND UNDERGROUND UTILITIES IN PROJECT AREA. ALL EXPOSED LANDSCAPE EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING CURB GUTTER SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SETBACK AT LEAST 24 INCHES FROM CURBS, DRIVEWAYS SIDEWALKS OR ANY OTHER ARE THAT MAY RESULT IN RUNOFF OF WATER ONTO STREETS AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR DECOMPOSED GRANITE AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED SHRUBS/ ACCENTS OR COVERED WITH SUITABLE GROUNDCOVER. N 0 3/32" = 1'-0" GOLF COURSE 10 21 INFINITY POOL :i,::_ ;! _.�,.., ,aetf • a _w, L.:r a r �k r=mot; r 'I \ t;iC t + Ca- - I 32 42 feet !-tic %..ill`.i:11/ .l - - / FLUSH SPA KA i TIC (. -' 2 -BR I— aNN I I I I I 1 ty�l 7r >--- e►.3JyTifia. .ih 4,10 \ \\ \ -- \ \ CER FLO • CER FLO 1 7tIt 7r 7Y - ro►.- - ? . - l.F, f 4\ F Date C \ \ \ \ LOT 17 N. \�p1likos �Jf NIE These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and Irrigation design In cooperation with The local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USER right of way. Tree, plant, walls and permanent structures of any kind may not be planted or Installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. CVWD Plan # L43966 0-7 vt Jrnwt r a, y RANDY PURNEL LANDSCAPE ARCHITECTS C CO on C CO Ca) sheet a) co co N a RAA 07-13-17 AS PER CVWD COMMENTS drawn proj. no. date scale sheet no. .11 RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. lic. 4275 U C a) a) 773 at L O a specifications book RAA 1701 06-06-17 3/32" = 1'-0" ater Management De emn nt L 1.1 Clement Services a ent 6. p pap 2 of 10 X 15-24" COILED WIRE WATERPROOF CONNECTORS (2) REMOTE CONTROL VALVE MODEL IBV-IOIG ACCU-SYNC-ADJ WITH FILTER SENTRY FINISH GRADE STANDARD VALVE BOX MAIN LINE PIPE $ FITTINGS BRICK SUPPORTS (4) SGH SO TOE NIPPLE 3/4" MINUS WASHED GRAVEL PVC. SLIP UNIONS 51 IBV 1" GLOBE BRASS MASTER VALVE \NJ 1 1/2" = 1'-O" MIN. 18/2 WIRE TO -- ACC POWER MODULE MAXIMUM WIRE DISTANCE RUN OF 1,000' NOTE INLET PIPE LENGTH OF SENSOR MUST BE MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF PIPE, NOT FITTINGS OR TURNS. OUTLET PIPE LENGTH OF SENSOR MUST BE MIN 5X PIPE DIA. OF STRAIGHT CLEAN RUN OF PIPE NO FITTINGS OR TURNS. HFS FLOW SENSOR 11/2" = '-0" ICV 1" GLOBE VALVE ) 11/2" = I'-0" P-FR-FRR-34 2"-3" ABOVE GRADE. 12" MIN. BELOW GRADE. EMITTER AS SPECIFIED. -IIIIII-III-III-II III -III - I-IIIIII- __I I I_I I I1 11=III1 h MULCH AS OCCURS. FINISHED GRADE. 12" POLYFLEX RISER PVC TEE WITH 1/2" SXSXT TEE. PVC LATERAL PIPE. -EMI DRIP EMITTER PIPED TO FLEX RISER / \ 3„ = 4 0„ STANDARD VALVE BOX FINISH GRADE ay-0uktay1u MODEL Per Irrigation Schedule MAIN LINE PIPE MODEL FCT (SEE CHART TO SIZE) IS-24" COILED WIRE WATERPROOF CONNECTORS (2) REMOTE CONTROL VALVE per Irrigation schedule FINISH GRADE STANDARD VALVE SOX MAIN LINE PIPE 8 FITTINGS SCH SO TOE NIPPLE BRICK SUPPORTS (4) :/4" MINUS WASHED GRAVEL FX IR-HUNT-VALV-14 MASTER VALVE FCT FITTING SELECTION FCT100 FCT150 FCT158 FCT200 FCT208 FCT300 FCT308 FCT400 1 INCH 1.5 INCH 1.5 INCH 2 INCH 2 INCH 3 INCH 3 INCH 4 INCH • NOTE: PLACE TIE DOWN STAKES EVERY 3 FT. IN SAND, 4 FT. IN LOAM, AND 5 FT. IN CLAY, AS WELL AS AT ALL CHANGE OF DIRECTION SUCH AS AT TEES OR ELLS. FX-IR-FX-EMIT-07 SCH. 40 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 SCH. 80 SCH. 40 FX-IR-HUNT-SENS-O5 DRIPLINE TO LATERAL 'XPANDO" ADAPTER CONNECTION DETAIL 40 GPH SUBSURFACE DRIPLINE RING-1 OGPH @ 24"O.C. N.T.S. INSTALLED PIPE SHALL BE THREADED OR GLUED PVC. LATERAL SUPPLY PIPE, SIZE AS - PER PLAN DRIPLINE CONNECTION TO BELOW GRADE LATERAL PIPE, SEE DRIPLINE TO LATERAL "XPANDO" ADAPTER CONNECTION DETAIL. 1/2" PLOYETHYLENE BLANK TUBING, AS REQUIRED. BARB CROSS INSERT FITTING. BARB TEE INSERT FITTING. AT -GRADE DRIPLINE INNER RING AT CONTAINERS PERIMETER, OUTTER RING AT TREES MATURE DRIPLINE FROM PLANT. DRIPLINE TO BE I.OGPH EMITTERS AT 24" PLCANT TRUNK. TYPICAL ANTELCO ASTA TIE -DOWN STAKE, SEE NOTES. DRIPLINE BARBED INSERT ELL. RATCHET CLAMP AT ALL BARBED CONNECTIONS, ANTELCO PART NO. 44545. INSERT ADAPTER, ANTELGO 'XPANDO" 15MM X 14MM, PART NO. 45545. 15MM ANTELCO "CAPO: RUBBER GROMMET, NO. 45-135. DRILL 5/5" HOLE IN PVC LATERAL PIPE WHERE REQUIRED. YOU MUST USE A FORSTNER" DRILL BIT FOR DRILLING INTO PVC. REMOVE ANY EXCESS BURRS OR ROUGH EDGES. FX-IR-FX-EMIT-02 IRRIGATION SCHEDULE SYMBOL Q TH T H • F q T HE 14* Q T H TT TO F SYMBOL 9 cio tro MANUFACTURER/MODEUDESCRIPTION QTY Hunter PROS-04-PRS40 8' radius 1 Turf Spray, 40psi regulated 4" pop-up Hunter PROS-04-PRS40 10' radius Turf Spray, 40psi regulated 4" pop-up Hunter PROS-04-PRS40 12' radius Turf Spray, 40psi regulated 4" pop-up Hunter MP1000 PROS-04-PRS40-CV Turf Rotator, 4" (10.16 cm) pop-up with check valve, pressure regulated to 40 psi (2.76 bar), MP Rotator nozzle on PRS40 body. M=Maroon adj arc 90 to 210, L=Light Blue 210 to 270 arc, O=Olive 360 arc. PSI DETAIL 40 3-4/L1.3 1 40 3-4/L1.3 2 40 3-4/L1.3 4 40 3-4/L1.3 Hunter MP Corner PROS-04-PRS40-CV 8 40 3-4/L1.3 Turf Rotator, 4" (10.16cm) pop-up with factory installed check valve, pressure regulated to 40 psi (2.76 bar), MP Rotator nozzle. T=Turquoise adj arc 45-105 on PRS40 body. MANUFACTURER/MODEUDESCRIPTION QTY DETAIL Hunter PCZ-101-40 13 8/L1.3 Drip Control Valve Kit. 1" PGV globe valve with 1" HY100 filter system. Pressure Regulation: 40psi. Flow range: 0.5 GPM to 15 GPM. 150 mesh stainless steel screen. Pipe Transition Point in Drip Box 38 Pipe transition point from PVC lateral to drip tubing with riser in 6" (150mm) drip box. Flush Valve 10 5/L1.3 HUNTER FLUSH VALVE AUTO Hunter PLD-AVR 1 2/L1.3 1/2" Threaded air/vacuum relief valve Tree Ring 18 1/L1.2 100-LF Hunter PLD -10-24 1.0 GPH / 0.83 + - + + + + ++ Area to Receive Drip Emitters + + + + + + + + Hunter HE-T +++++++++++++++ 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. SYMBOL S MV CVWD NOTES + 9,566 s.f. 4/L1.2 Emitter Notes: 20HE-T emitters (3 assigned to each 15 gallon plant) 30 20HE-T emitters (2 assigned to each 5 gallon plant) 498 5,265 s.f. Area to Receive Dripline i' iunter PLD-04-12 (12) n-Line Pressure Compensating Landscape Dripline with iuilt-In Check Valve. 0.4GPH emitters at 12.0" O.C. • . )ripline laterals spaced at 12.0" apart, with emitters offset ! or triangular pattern. UV Resistant. Use PLD-LOC fitting or barbed fittings. MANUFACTURER/MODEUDESCRIPTION QTY DETAIL Hunter ICV-G (2) 1 2/L1.2 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. Buckner -Superior B402-Y 6 7/L1.3 Bent Nose Garden Valve. 3/4" x 1" Female NPT Hose Bibb, Yellow Brass. Matco-Norca 772ST 5 IX/L1.3 Sch 80 PV 3 Ball Valve, True Unic.1, 1/2", 3/4", 1", 1-1/4", 1-1/2" and 2". Both Solvent and Threaded Ends in Box. Same size as mainline. Hunter IBV 1" 1 5/L1.2 1", 1-1/2", ", and 3" Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use. BACKFLOW 1" 1 Reduced Pressure Backflow Preventer Installed By Private Contractor. Hunter !C-1200-PL 1 1/L1.3 Modular Controller, 12 stations, Outdoor Model, Plastic Cabinet. Commercial Use. With one ICM-600 module included. With wireless solar sync. Hunter HFS-100 1 3/L1.2 Flow Sensor for use with ACC controller, 1" Schedule 40 Sensor Body, 24 VAC, 2 amp. Sub Meter 1 HUNTER - HC-100 FLOW-B Flow Meter With 1" NPT Thread Water Meter 1"- CVWD to install water meter 1 4/L1.2 4/L1.2 Irrigation Lateral Line: PVC Schedule 40 Irrigation Mainline: PVC Schedule 40 Pipe Sleeve: PVC Class 200 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 Calloul Valve Number Valve Flow Valve size No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, sidewalks, planters, gates, and related improvements installed within CVWD and/or USBR easements. Dt1/z4/ 17 2,150 I.f. 956.1 I.f. 459.7 U. These plans have been reviewed by the Coachella Valley Water District In accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. CVWDPlan # L43967 eerdad a tanagement Department pment Service eiplt 41. RANDY PURNEL LANDSCAPE ARCHITECTS ai a S. -r S. Co RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. tic. 4275 a) Q 111 a) co o (N 0 ^' U ° W n t coCe G, C) ca 0 W U. r 0 I .11.11,j I,,.,., maid ...,".III ,.1 IS 1111 111.1.111111 yi..., .. sheet 0 > N cu a) RAA 07-13-17 AS PER CVWD COMMENTS drawn prof. no. date scale sheet no. specifications book RAA 1701 06-06-17 NTS M1 e2 3of10 MAINLINE, LATERAL, AND WIRING IN THE SAME TRENCH TA RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. SECTION VIEW MAINLINE PIPE LATERAL PIPE PLAN VIEW WIRING IN CONDUIT \/\ K\ \//\, WIRE W/O CONDUIT r7 %� TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN NOTES: MADE. 1, SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN. ci!!) PIPE & WIRE TRENCHING .flul�as ��,1N1kaJ.alNway •cam! !_.T .i e .*! . r •Y• • •Y,• •Y •Y •T ..� e���� ��i��ISAN fAr i li yY 0:1011y1414St 4.11S,1e1 r 11 5j FLUSH VALVE AUTO / 1/2" - I -0" Threaded ball valve. (See Irrigation legend for make and model). Sch. 80 PVC male adapter. Finished grade. Sch. 40 PVC 451 elbow. Four (4) 4" x 8" bricks rINISH GRADE 10" ROUND VALVE BOX —HUNTER PLD-O5O OR. I/2" FPT ADAY I bR LINE FLUSHING VALVE LATERAL OR HEADER BRICK SUPPORTS (3) 3/4" GRAVEL SUMP nrnw�__ _i"�Iar��g1 •lam_ II II IT�I I= I y DETAIL FILE P-FR-03 Notes: I- Locate valve boxes in planting areas. 2- Wrap valve box with a minimum of 3 mil thick plastic and secure it using duct tape or electrical tape. 3- All threaded connection to be made using teflon tape. 4 All changes in elevation shall be made using Sch 40 PVC 4514 elbows. BALL VALVE - 3" AND SMALLER / 11/2' = I'-O" @i)PCZ-101-1 DRIP ZONE KIT I/2" = I -0" FINISH GRADE MODEL PROS-O4-PR54O-CV WITH 'CV' OPTION INSTALLED SGH SO NIPPLr LATERAL TEE OR ELL LATERAL PIPE I/2" MARLEX STREET ELLS (3) STANDARD VALVE SOX FINISH GRADE DRIP ZONE KIT: MODEL PGZ-IOI-I FILTER REGULATOR 25 OR 40 PSI WATERPROOF CONNECTORS (2) 18-24" COILED WIRE SCH 80 TOE NIPPLE MAIN LINE PIPE $ FITTINGS BRICK SUPPORTS (4) 5/4" MINUS WASHED GRAVEL PVC. SLIP UNIONS MINIMUM 24" SET BACK FROM HARDSCAPE // FX-IR-HUNT-DRIP-07 Toe PROS-04-PRS40-CV MP ROTATOR SPRINKLER 3" = 1'-O" ''Rectangular valve box with locking lid 0 URBAN TREE FOUNDATION 02014 oral SOURCE FREE To USE P-FR-04 Pavement. Sch. 80 PVC union SxS. Sch. SO PVC nipple TxS. Mainline. Three Inch (3") thick layer of pea gravel or approved equal. %' welded wire mesh. P-FR-10 CENTRAL BRASS #0031 H1/2 SELF CLOSING FAUCET. 3/4" GALV. ELL WITH BUSHING. 3/4" GALV. RISER. STAINLESS STEEL CLAMPS AT TWO PLACES. 90 LBS. MINIMUM CONCRETE SUPPORT FOOTING. PVC SCHEDULE 80 NIPPLE. 3/4" GALV. ELL. PVC MAIN LINE AND TEE. SELF CLOSING FAUCET I I/2' = I'-O' -HARDSCAPE 3/4"X48" GALV. PIPE STAKE. N L. P-FR-O5 FLUSH VALVE HUNTER MP ROTOR OVERHEAD SPRAYS FOR OVERSEEDING HUNTER PLD DRIP LINE SEE IRRIGATION SCHEDULE • HUNTER PLD TEE TUBING STAKE LATERAL TO PLD CONNECTION LATERAL PIPE TO TURF AREA OVERHEAD CONTROL VALVE HUNTER: IVG-& VALVE SEE IRRIGATION SCHEDULE DRIP CONTROL VALVE HUNTER: IL-- MODEL IGZ-101-25(4O) OR MODEL PGZ-101-25(40) ®TURF DRIP AND OVERHEAD IRRIGATION NOT TO SCALE UP TO BOO' AWAY I WIRELESS SOLAR SYNC SYSTEM WITH I -CORE I" = I'-O" P-FR-3I - HUNTER I —GORE CONTROLLER PER IRRIGATION SCHEDULE MODEL. WIRELESS SOLAR. SYNC SENSOR, MOUNT UP TO 8001 FROM RECEIVER CUITABNLE POST, POLE, GUTTER MOUNT. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN WIRELESS SOLAR SYNC RECEIVER MOUNTED ON THE WALL NEXT TO THE CONTROLLER CONDUIT FOR VALVE CONTROL WIRE AND SOLAR SYNC COMMUNICATION WIRE CONTROLLER POWER SOURCE FINISHED GRADE III- =I l� v II IIIIIIIIII1111111 i =111\\ NATIVE SOIL BACKFILL COMPACT TO 95% COMPACTION SCHEDULE 40 SLEEVE ALL SLEEVES SHALL BE TWICE THE SIZE OF THE INTERNAL OBJECT BACKFILL WITH 100% COARSE SAND, WATER JET & MECHANICALLY COMPACT TO 90% OPTIMUM DENSITY. ALLOW 48 HOURS TO SETTLE, AND BACKFILL AND COMPACT WITH NATIVE SOIL. I4" MIN. BEDDING (6h IRRIGATION SLEEVE 11/2' = I'—O' AIR RELIEF VALVE 11/2" = '-0" P-FR-28 WIDTH VARIES U tn cr i /.\//.\//\//\//.\h w 4" MIN. P-FIR-15 ?'WISH GRADE 10" ROUND VALVE BOX AIR/VACUUM RELIEF VALVE 3/4" MPT x 1/2" FPT BUSHING DRIPLINE TUBING ADAPTER TEE O/4" GRAVEL SUMP 'l:I0K SUPPORTS (3) P-FR-02 CVWD NOTES No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping curb, gutter, sidewalks, planters, gates, and related improvements installed within CVWD andlor USBR easements. These plans have been reviewed by the Coachella Valley Water District In accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, wails and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. 1/24/17 Date CVWD Plan L43968 aanagement Deparment a a N N RANDY PURNEL LANDSCAPE ARCHITECTS RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 wwtv.rpla.net Consulting Residential design Commercial design ca. lic. 4275 CD CD CID co U N a a as , CD :CD � O cl CO U OIIIMup Q) CO C y L. 0 I.L Q sheet a) as c 0 y co drawn proj. no. date scale sheet no. Ji specifications mv book RAA 1701 06-06-17 NTS L1o3 ■ 4of10 SECTION 02813 - LAWN SPRINKLER PIPING PART 1 - GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, LAWN SPRINKLER SPECIALTIES, CONTROLS, AND WIRING. PART 2- PRODUCTS 2.1 PIPES AND TUBES A. PVC PIPE: ASTM D 1785, PVC 1120 COMPOUND, SCHEDULE 40. B. PVC PRESSURE -RATED PIPE: ASTM D 2241; PVC 1120 COMPOUND; SDRS 21, 26, AND 32.5. 2.2 PIPE AND TUBE FITTINGS A. COPPER UNIONS: ASME B16.18, CAST -COPPER -ALLOY BODY, HEXAGONAL STOCK WITH BALL-AND-SOCKET JOINT, METAL -TO -METAL SEATING SURFACES, AND SOLDER JOINT, AND THREADED OR SOLDER -JOINT ENDS INCLUDE THREADS COMPLYING WITH ASME B1.20.1. B. PVC SOCKET FITTINGS, SCHEDULE 40: ASTM D 2466. C. PVC THREADED FITTINGS: ASTM D 2464. D. TRANSITION FITTINGS MANUFACTURED ASSEMBLY OR FITTING, WITH PRESSURE RATING AT LEAST EQUAL TO THAT OF SYSTEM AND WITH ENDS COMPATIBLE TO PIPING WHERE FITTING IS TO BE INSTALLED. 2.3 VALVES AND VALVE SPECIALTIES A. BRONZE BALL VALVES: MSS SP-110, CLASS 150, 600-PSIG COLD WORKING PRESSURE. INCLUDE BRONZE TWO-PIECE CONSTRUCTION BODY WITH FULL PORT; CHROME PLATED BRASS BALL; BLOWOUT -PROOF STEM; PTFE SEATS AND SEALS; THREADED -END CONNECTIONS; AND LEVER HANDLE. B. BRONZE GLOBE VALVES MSS SP-80, CLASS 125 WITH FITTING FOR KEY OPERATION AND UNDERGROUND APPLICATION. C PLASTIC VALVES: PVC WITH 150-PSIG MINIMUM PRESSURE RATING, ENDS COMPATIBLE WITH PIPING, AND TEE HANDLE D BRONZE DIAPHRAGM VALVES: CAST -BRONZE BODY, NORMALLY CLOSED, WITH MANUAL FLOW ADJUSTMENT AND OPERATED BY 24-V AC SOLENOID. E. PLASTIC DIAPHRAGM VALVES: MOLDED PLASTIC BODY, NORMALLY CLOSED, WITH MANUAL FLOW ADJUSTMENT AND OPERATED BY 24-V AC SOLENOID. F. AUTOMATIC DRAIN VALVES: SPRING -LOADED BALL VALVE OF CORROSION -RESISTANT CONSTRUCTION AND DESIGNED TO OPEN FOR DRAINAGE IF LINE PRESSURE DROPS BELOW 2-1/2 TO 3 PSIG. G. QUICK -COUPLERS: FACTORY -FABRICATED, BRONZE OR BRASS, TWO-PIECE ASSEMBLY. INCLUDE COUPLER WATER -SEAL VALVE; REMOVABLE UPPER BODY WITH SPRING -LOADED OR WEIGHTED RUBBER -COVERED CAPE HOSE SWIVEL WITH ASME B1.20.7, 3/4-11.5NH THREADS FOR GARDEN HOSE ON OUTLET; AND OPERATING KEY. 1. LOCKING TOP OPTION: INCLUDE VANDAL -RESISTANT, LOCKING FEATURE WITH TWO MATCHING KEYS. H. CURB -STOP SERVICE BOXES: CAST IRON WITH TELESCOPING TOP SECTION OF LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE, COVER WITH LETTERING "WATER" BOTTOM SECTION WITH BASE OF SIZE TO FIT OVER CURB STOP AND 3-INCH- DIAMETER BARREL. INCLUDE STEEL TEE -HANDLE SHUTOFF ROD WITH ONE POINTED END, STEM OF LENGTH TO OPERATE CURB STOP, AND SLOTTED END FITTING CURB -STOP HEAD. I. VALVE BOXES: CAST IRON WITH TOP SECTION AND COVER WITH LETTERING "WATER," BOTTOM SECTION WITH BASE TO FIT OVER VALVE, 5-INCH- DIAMETER BARREL, AND ADJUSTABLE CAST IRON EXTENSION OF LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE. INCLUDE STEEL TEE -HANDLE, SHUTOFF ROD WITH ONE POINTED END, STEM OF LENGTH TO OPERATE VALVE, AND END FITTING VALVE OPERATING NUT. J. CONTROL -VALVE BOXES: PE, ABS, FIBERGLASS, POLYMER CONCRETE, OR PRECAST CONCRETE BOX AND COVER, WITH OPEN BOTTOM, OPENINGS FOR PIPING AND DESIGNED FOR INSTALLING FLUSH WITH GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE 1. DRAINAGE BACKFILL: CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 3 INCHES MAXIMUM TO 3/4 INCH MINIMUM. 2.4 SPRINKLERS A. DESCRIPTION MANUFACTURERS STANDARD SPRINKLERS DESIGNED FOR UNIFORM COVERAGE OVER ENTIRE SPRAY AREA INDICATED, AT AVAILABLE WATER PRESSURE. B. COMPONENTS: BRASS OR PLASTIC HOUSING AND CORROSION -RESISTANT INTERIOR PARTS. C. FLUSH SURFACE SPRINKLERS: FIXED PATTERN WITH SCREW -TYPE FLOW ADJUSTMENT. D. BUBBLERS: FIXED PATTERN, WITH SCREW -TYPE FLOW ADJUSTMENT. E. POP-UP, SPRAY SPRINKLERS: FIXED PATTERN, WITH SCREW -TYPE FLOW ADJUSTMENT AND STAINLESS -STEEL RETRACTION SPRING. F. POP-UP, ROTARY SPRAY SPRINKLERS: GEAR DRIVE, FULL -CIRCLE AND ADJUSTABLE PART -CIRCLE TYPES. G. POP-UP, ROTARY, IMPACT SPRINKLERS: IMPACT DRIVE, FULL -CIRCLE AND PART -CIRCLE TYPES.> H. STRAINER/FILTER UNITS: BRASS OR PLASTIC HOUSING, WITH CORROSION RESISTANT INTERNAL PARTS, OF SIZE AND CAPACITY REQUIRED FOR DEVICES DOWNSTREAM FROM UNIT. I. SINGLE -OUTLET EMITTERS: PLASTIC BODY TO DELIVER THE FOLLOWING FLOW AT APPROXIMATELY 20 PSIG: J DRIP TUBES: NPS 1/2 FLEXIBLE PE OR PVC FOR EMITTERS AND OTHER DEVICES, OF LENGTH INDICATED, AND WITH PLUGGED END. IRRIGATION SPECIFICATIONS 2.5 AUTOMATIC CONTROL SYSTEM A. EXTERIOR CONTROL ENCLOSURES: NEMA 250, TYPE 4 WEATHERPROOF ENCLOSURE WITH LOCKING COVER AND TWO MATCHING KEYS; AND INCLUDE PROVISION FOR GROUNDING. B. TRANSFORMER: INTERNAL; AND SUITABLE FOR CONVERTING 120-V AC BUILDING POWER TO 24-V AC POWER. C. CONTROLLER STATIONS FOR AUTOMATIC CONTROL VALVES: EACH STATION IS VARIABLE FROM APPROXIMATELY FIVE TO 60 MINUTES. INCLUDE SWITCH FOR MANUAL OR AUTOMATIC OPERATION OF EACH STATION D. TIMING DEVICE: ADJUSTABLE, 24-HOUR, 14 DAY CLOCK WITH AUTOMATIC OPERATIONS TO SKIP OPERATION ANY DAY IN TIMER PERIOD; TO OPERATE EVERY OTHER DAY; OR TO OPERATE TWO OR MORE TIMES DAILY. 1. MANUAL OR SEMIAUTOMATIC OPERATION: ALLOW THIS MODE WITHOUT DISTURBING PRESET AUTOMATIC OPERATION 2. NICKEL -CADMIUM BATTERY AND TRICKLE CHARGER: AUTOMATICALLY POWER TIMING DEVICE DURING POWER OUTAGES. E. WIRING: UL 493, TYPE UF, SOLID -COPPER -CONDUCTOR, INSULATED CABLE, SUITABLE FOR DIRECT BURIAL 1. FEEDER -CIRCUIT CABLES: NO. 12 AWG MINIMUM, BETWEEN BUILDING AND CONTROLLERS. 2. LOW -VOLTAGE, BRANCH -CIRCUIT CABLES NO. 14 AWG MINIMUM, BETWEEN CONTROLLERS AND AUTOMATIC CONTROL VALVES AND COLOR -CODED DIFFERENT THAN FEEDER -CIRCUIT -CABLE JACKET COLOR AND WITH JACKETS OF DIFFERENT COLORS FOR MULTIPLE -CABLE INSTALLATION IN SAME TRENCH. 3. SPLICING MATERIALS: PRESSURE -SENSITIVE, THERMOPLASTIC TAPE; WATERPROOF SEALING PACKETS OR OTHER WATERPROOF CONNECTORS. PART 3 - EXECUTION 3.1 TRENCHING AND BACKFILLING A. INSTALL WARNING TAPE DIRECTLY ABOVE PRESSURE PIPING, 12 INCHES BELOW FINISHED GRADES, EXCEPT 6 INCHES BELOW SUBGRADE UNDER PAVEMENT AND SLABS B. INSTALL PIPING AND WIRING IN SLEEVES UNDER SIDEWALKS, ROADWAYS, PARKING LOTS, AND RAILROADS. C. DRAIN POCKETS: EXCAVATE TO SIZES INDICATED. BACKFILL WITH CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 3 TO 3/4 INCH MINIMUM, TO 12 INCHES BELOW GRADE. COVER GRAVEL OR CRUSHED STONE WITH SHEET OF ASPHALT -SATURATED FELT AND BACKFILL REMAINDER WITH EXCAVATED MATERIAL. D. PROVIDE MINIMUM COVER OVER TOP OF UNDERGROUND PIPING ACCORDING TO THE FOLLOWING: 1. PRESSURE PIPING: GREATER DEPTH OF MINIMUM OF 36 INCHES BELOW FINISHED GRADE, OR NOT LESS THAN 18 INCHES BELOW AVERAGE LOCAL FROST DEPTH 2. CIRCUIT PIPING 12 INCHES. 3. DRAIN PIPING: 12 INCHES . 4. SLEEVES: 24 INCHES 3.2 PIPING APPLICATIONS A. ABOVEGROUND, PRESSURE PIPING: 1. NPS 4 AND SMALLER: [TYPE M] [TYPE L] HARD COPPER TUBE, WROUGHT- OR CAST -COPPER FITTINGS, AND SOLDERED JOINTS. 2. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. B. UNDERGROUND, PRESSURE PIPING: 1. NPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. C. CIRCUIT PIPING: 1. NPS 2 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. 2. NPS 2-1/2 TO NPS 4: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. D. UNDERGROUND BRANCHES AND OFFSETS AT SPRINKLERS AND DEVICES: SCHEDULE 40 PVC PIPE, PVC THREADED FITTINGS, AND THREADED JOINTS. E. RISERS TO ABOVEGROUND SPRINKLERS AND SPECIALTIES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS AND SOLVENT -CEMENTED JOINTS F. DRAIN PIPING SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. G. DRAIN PIPING: SIDR 9 11.5, OR 15 PE CONTROLLED ID PIPE; INSERT FITTINGS FOR PE PIPE; AND BANDED OR COUPLED JOINTS. H. SLEEVES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT -CEMENTED JOINTS. 3,3 VALVE APPLICATIONS A. ABOVEGROUND SHUTOFF -DUTY VALVES: 1. NPS 2 AND SMALLER: [BRONZE, NONRISING-STEM GATE] [PLASTIC] VALVE. 2. NPS 2-1/2 AND LARGER: CAST-IRON, NONRISING STEM GATE VALVE. B. UNDERGROUND, SHUTOFF -DUTY VALVES: 1. NPS 2 AND SMALLER: CURB STOP, WITH TEE HEAD, CURB -STOP SERVICE BOX, AND SHUTOFF ROD. 2. NPS 3 AND LARGER: GATE VALVE, WITH ELASTOMERIC GASKETS AND STEM NUT, VALVE BOX, AND SHUTOFF ROD. C UNDERGROUND, MANUAL CONTROL VALVES: BRONZE GLOBE VALVE WITH CONTROL -VALVE SERVICE BOX AND VALVE KEY D. CONTROL VALVES: 1. NPS 2 AND SMALLER: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE BALL] [PLASTIC] VALVE. 2. NPS 2-1/2 AND NPS 3: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE, NONRISING-STEM GATE] VALVE. E. DRAIN VALVES, NPS 1/2 AND NPS 3/4: [AUTOMATIC DRAIN] [BRONZE, NONRISING-STEM GATE] [BRONZE BALL] [PLASTIC DRAIN] VALVE 3.4 JOINT CONSTRUCTION A. REFER TO DIVISION 2 SECTION "UTILITY MATERIALS" FOR PIPE JOINT CONSTRUCTION REQUIREMENTS. B. PVC PIPING GASKETED JOINTS: CONSTRUCT UNDERGROUND JOINTS BETWEEN CAST-IRON VALVES AND PVC PIPE WITH ELASTOMERIC SEALS THAT FIT PIPE AND VALVE ENDS USE LUBRICANT ACCORDING TO ASTM D 3139. C. DISSIMILAR PIPING MATERIAL JOINTS: CONSTRUCT JOINTS USING ADAPTERS OR COUPLINGS THAT ARE COMPATIBLE WITH BOTH PIPING MATERIALS OUTSIDE DIAMETERS, AND SYSTEM WORKING PRESSURE. 3.5 PIPING INSTALLATION A. INSTALL PIPING AT UNIFORM SLOPE OF 0.5 PERCENT MINIMUM, DOWN TOWARD DRAIN VALVES. B. INSTALL PIPING FREE OF SAGS AND BENDS. C. INSTALL GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMIT VALVE SERVICING. D. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. E. INSTALL UNIONS ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NPS 2 OR SMALLER PIPE CONNECTION. F. INSTALL FLANGES ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NPS 2-1/2 OR LARGER PIPE CONNECTION G. INSTALL DIELECTRIC FITTINGS TO CONNECT PIPING OF DISSIMILAR METALS H. INSTALL UNDERGROUND THERMOPLASTIC PIPING ACCORDING TO ASTM D 2774 AND ASTM F 690. I. LAY PIPING ON SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS OR DEPRESSIONS J. INSTALL PVC PIPING IN DRY WEATHER WHEN TEMPERATURE IS ABOVE 40 DEG F. ALLOW JOINTS TO CURE AT LEAST 24 HOURS AT TEMPERATURE ABOVE 40 DEG F BEFORE TESTING, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. 3.6 VALVE INSTALLATION A. UNDERGROUND GATE VALVES: INSTALL IN VALVE BOX WITH TOP FLUSH WITH GRADE. 1. INSTALL VALVES AND PVC PIPE WITH RESTRAINED GASKETED JOINTS. B. UNDERGROUND CURB STOPS: INSTALL IN SERVICE BOX WITH TOP FLUSH WITH GRADE C. UNDERGROUND, MANUAL CONTROL VALVES: INSTALL IN MANUAL, CONTROL -VALVE SERVICE BOX. D. CONTROL VALVES INSTALL IN CONTROL -VALVE SERVICE BOX. E. DRAIN VALVES: INSTALL IN CONTROL -VALVE BOX. F. VALVE BOXES IN TURF AREAS SHALL BE GREEN IN COLOR, BOXES IN SHRUB BEDS SHALL BE TAN IN COLOR. 3.7 SPRINKLER INSTALLATION A. FLUSH CIRCUIT PIPING WITH FULL HEAD OF WATER AND INSTALL SPRINKLERS AFTER HYDROSTATIC TEST IS COMPLETED. B. INSTALL LAWN SPRINKLERS AT MANUFACTURER'S RECOMMENDED HEIGHTS. C. LOCATE PART -CIRCLE SPRINKLERS TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES FROM WALLS AND 2 INCHES FROM OTHER BOUNDARIES, UNLESS OTHERWISE INDICATED. 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION A. INSTALL CONTROLLERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS INDICATED. B INSTALL FREESTANDING CONTROLLERS ON PRECAST CONCRETE BASES NOT LESS THAN 36 BY 24 BY 4 INCHES THICK, AND NOT LESS THAN 6 INCHES GREATER IN EACH DIRECTION THAN OVERALL DIMENSIONS OF CONTROLLER. C. INSTALL CONTROL WIRING IN SAME TRENCH WITH PIPING INSTALL WIRING WITH LOOPS AT CONTROL VALVES AND CONTROLLERS, AT INTERVALS NOT GREATER THAN 100 FEET, AND CHANGES IN DIRECTION TO ALLOW FOR EXPANSION. BUNDLE WIRING IN SAME TRENCH AT 10 FOOT INTERVALS 3.9 CONNECTIONS Al CONNECT WATER SUPPLIES TO LAWN SPRINKLER PIPING WITH BACKFLOW PREVENTERS AT CONNECTIONS TO POTABLE WATER SUPPLIES B. GROUND ELECTRIC -POWERED CONTROLLERS, VALVES, AND DEVICES. C. ARRANGE FOR ELECTRIC -POWER CONNECTIONS TO CONTROLLERS, CONTROL VALVES, AND DEVICES THAT REQUIRE POWER. ELECTRIC POWER, WIRING, AND DISCONNECT SWITCHES ARE SPECIFIED IN DIVISION 16 SECTIONS. FIELD QUALITY CONTROL D. TESTING: HYDROSTATICALLY TEST PIPING AND VALVES BEFORE BACKFILLING TRENCHES. PIPING MAY BE TESTED IN SECTIONS 1. CAP AND TEST PIPING WITH STATIC WATER PRESSURE OF 50 PSIG ABOVE SYSTEM OPERATING PRESSURE AND WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS ISOLATE TEST SOURCE AND ALLOW TO STAND FOR FOUR HOURS 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3.10 CLEANING AND ADJUSTING A. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. B. ADJUST AUTOMATIC CONTROL VALVES TO PROVIDE FLOW RATE OF RATED OPERATING PRESSURE REQUIRED FOR EACH SPRINKLER CIRCUIT. C. CAREFULLY ADJUST LAWN SPRINKLERS SO THEY WILL BE FLUSH WITH, OR NOT MORE THAN 1/2 INCH ABOVE, FINISH GRADE. D. ADJUST SETTINGS OF CONTROLLERS AND AUTOMATIC CONTROL VALVES. 3.11 END OF SECTION 02813 CVWD NOTES No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter, sidewalks, planters, gates, and related improvements installed within CVWD and/or USBR easements. DIAL BEFORE YOU DIG TOLL FREE KizEr 'TWO WORKING DAYS BEFORE OU DIG 1-800-227-2600 - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT These plans have been reviewed by the Coachella Valley Water Disbicl in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not consfilute approval to encroach into district and USBR right of way. Tree, plant, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. '1 g0 I n Date Water Manag€m8nt Department -hi RANDY PURNEL LANDSCAPE ARCHITECTS co C co _U U a C 0) L RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. tic. 4275 0 0 II I sheet CD CO 0 ITD drawn proj. no. date scale sheet no. specifications book RAA 1701 06-06-17 NTS O Cfl N N U a) co CU 0 • CVWD Plan # L43969 De ment Services 5of10 /// _o / / %— //�///fir i� // OUP 0128 • KAWISH COURT CVWD NOTES • E < No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to decorative concrete, landscaping, curb, gutter sidewalks planters, gates, and related improvements installed within CVWD and/or USBR easements. 0 3/32' = 1'-0" 10 21 32 SEE SHEET L2.2 FOR PLANTING SCHEDULE AND RELATED DETAILS 42 feet GOLF COURSE ¢ to kp.p p k kkp ppte _ �frr�l,k kpkp... �k'`gIk Okipakta-�p QQgkttCtok1 papco:02 i4:1cGkP«pk4R.gp k {leofrpq4koilosr:ptipSeotp lOCt p ptoa eV; RqCatoi"apCappppkpp cibto. ppceCaca e kpetC1k Sillt0s.t, 0tpkppiQaaqi�kj« 4 ��RC 1-- AME 994- / * W W W W * * W * W * Wr �J�Gr1 r��5.. ~ \ \ •I 1 1 I '7 /2(a/I7 Date LOT 17 These plans have been reviewed by the Coachella Valley Water District in accordance with California Govemment Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. CVWD Plan # L43970 Water ManagementDe partrneqteett_ne;a6. opment ervtcer •e :rtment RANDY PURNEL LANDSCAPE ARCHITECTS RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. lic. 4275 a) a _ a) To c .I -1--+ - c a 0 oaz 0 CL o_ LL 0, ` IN MEOW sheet CO a a O n N co 0) drawn proj. no. date scale sheet no. specifications 0 Num 0 r book RWP 1701 06-06-17 3/32"=1'-0" 6 of 10 • PLANT SCHEDULE EXISTING COMMOM AREA TREES BOTANICAL NAME / COMMON NAME Cercidium floridum / Blue Palo Verde SHRUBS EXISTING PLANT S IZE Existing QTY Very Low 8 Low X Medium BOTANICAL NAME / COMMON NAME SIZE QTY Very Low Low Medium Cordia parvifolia / Little Leaf Cordia Existing plant 10 X Encelia farinosa / Brittle Bush Lantana montevidensis / Trailing Lantana Larrea tridentata / Creosote Bush Ruellia penninsularis / Desert Ruellia BOTANICAL NAME / COMMON NAME Bougainvillea x 'Barbara Karst' / Barbara Karst Bougainvillea NATIVE ACCENTS BOTANICAL NAME / COMMON NAME Dasylirion wheeleri / Grey Desert Spoon Fouquieria splendens / Ocotillo Existing cut slope — New retaining wall, see civil plans Rubble artfully installed, see PP-02, sheet L2.2 for additional Information. RUBBLE AT WALL • • • SCALE: NOT TO SCALE • )v)v* - 2xR00TBALL - NOTE: LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED ROOT BALL ABOVE FINISH GRADE AT ALL TIMES MIN. 2" COMPACTED DECOMPOSED GRANITE AT FINAL INSPECTION FINISH GRADE SUB GRADE ROOT BALL SHALL BE PLACED A MIN. 2" ABOVE SUB GRADE. BACKFILL TO BE NATIVE SITE SOIL ONLY. UNDISTURBED NATIVE SOIL Existing plant 12 Existing plant 7 Existing Shrub 8 Existing plant 3 S IZE Existing plant QTY Very Low 23 X X Low X X PLANT SCHEDULE PROPOSED PLANTING High TREES BOTANICAL NAME / COMMON NAME Cercidium praecox / Sonoran Palo Verde High Cercidium x 'Desert Museum' / Thornless Palo Verde Olneya tesota / Desert Ironwood BOTANICAL NAME / COMMON NAME Medium High X S IZE QTY Very Low Low Medium High Existing plant 7 X Existing plant 1 X PP PLANTING PLAN SCHEDULE SYMBOL DESCRIPTION PP'03` TP-04 LlP05 3/8" DEL RIO GRAVEL MIXED WITH AN ANGULAR, COMPATABLE, COLORED, INERT MATERIAL NEEDED TO STABLIZE ALL SURFACES MOCK-UP A 100 SQ.FT. AREA ONSITE FOR HOMEOWNERS REVIEW AND APPROVAL. 'CRESTA RUBBLE' OR APPROVED EQUAL TO BE ARTFULLY ARRANGED AT THE BASE OF ADJACENT NEW RETAINING WALL. RUBBLE SIZE TO BE APPROXIMATLY; 20% 18"- 50% 12"- 10% 8"- 20% 6". A MOCK-UP OF THE MATERIAL SIZES AND COLOR SHALL BE INSTALLED FOR HOMEOWNERS REVIEW AND APPROVAL. SEE SECTION DETAIL FOR ADDITIONAL DIRECTION. AN ORGAINIZED ARRANGMENT OF 2"-4" 'CRESTA RUBBLE' OR APPROVED EQUAL INSTALLED AT THE BASE OF THE INFINITY POOL. A MOCK-UP OF THE MATERIAL SIZES AND COLOR SHALL BE INSTALLED FOR HOMEOWNERS REVIEW AND APPROVAL DESIGN INTENTION IS TO NATURALLY TRANSITION 3/8" GRAVEL TO EXISTING DECOMPOSED GRANITE LANDSCAPE ARCHITECT MD LANDSCAPE CCNTRACTOR SHALL COLLABORATE ON THE PRECISE AREA AND METHOD OF TRANSITION. LANDSCAPE EDGING: 'DURAEDGE 1/4" x 5" STEEL EDGE, GALVANIZED FINISH, INSTALL PER MANUFACTURES SPECIFICATIONS, INSTALLATION TO BE EXECUTED UTILIZING STRING'_INE, ASSURING HORIZONTIAL AND VERTICAL ALIGNMENT IS CONSISTANT. NOTE: FOR DETAILED REQUIREMENTS RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 2lilESTHE RCOTBALLOW,IEER DETAIL # 4 SHEET L2.2 DESERT PLANTS SHALL BE BACKFILLED WITH NATIVE SOIL. 1:1 SLOPE ON SIDES OF PLANTING HOLE. SET ON UNDISTURBED NATIVE SOIL 0 SHRUBS O GRASSES Bougainvillea x 'La Jolla' / Bougainvillea Dalea greggii / Trailing Indigo Bush Encelia farinosa / Brittle Bush Lantana montevidensis / Trailing Lantana Lomandra longifolia 'Breeze' / Dwarf Mat Rush Zephyranthes candida / Rain Lily BOTANICAL NAME / COMMON NAME Agave weberi / Webers Agave Echinocactus grusonii / Golden Barrel Cactus Pachycereus marginatus / Totem Pole Cactus BOTANICAL NAME / COMMON NAME Muhlenbergia capillaris 'Regal Mist' TM / Muhly NATIVE ACCENTS BOTANICAL NAME / COMMON NAME SUCCULENTS GROUND COVERS LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. LANDSCAPE ARCHITECT RECOMMENDS TESTING FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO PLANTING AND ANY ADDITIONAL SOIL IMPROVEMENTS. Cereus peruvianus / Peruvian Apple Cactus Multi -trunk Dasylirion wheeleri / Grey Desert Spoon BOTANICAL NAME / COMMON NAME Aloe vera / Medicinal Aloe BOTANICAL NAME / COMMON NAME Turf Cool/Warm Season Sod 100% Rye/Tifway 419 Bermuda / Sod iiiiiiiiii. / : 'ilia iiiii /i 2xROOTBALL TREE PER PLANTING PLAN S IZE 36" Box 36" Box 60" Box S IZE 5 gallon SIZE 24" box 15 gallon 36" Box S IZE 5 gallon S IZE 36" Box QTY 13 4 1 QTY 14 60 8 QTY 95 QTY 36 15 gallon 10 S IZE QTY 5 gallon 11 SIZE Sod REMARKS Trees to be low branching, shall meet nursury standards and shall be approved by Landscape Architect prior to purchasing Trees to be low branching, shall meet nursury standards and shall be approved by Landscape Architect prior to purchasing Trees to be low branching, shall meet nursury standards and shall be approved by Landscape Architect prior to purchasing REMARKS Very Low Low Medium High X X X X Very Low Low Medium High X X X X X X REMARKS Very Low Low Medium High All to be equal in height, width and diameter, approval by Landscape Architect prior to purchasing. X All to be equal in diameter, approval by Landscape Architect prior X to purchasing. Equal heights and widths, shal have a minium of 8 stalks. Approval X by Landscape Architect prior to purchasing. REMARKS Very Low Low Medium High X REMARKS Random heights and width, varying 10% overall Approval by Landscape Architect prior to purchasing. Full form, low branching with no damage. REMARKS Full form, ma"sure leaf growth with no damage QTY REMARKS 1,783 sf ROOTBALL: SET TOP OF ROOT CROWN AT FINISH GRADE =ARTH WATERING BASIN SIZE TO MATCH I LOOT BALL DIMENSION +6" MAX FOR IRRIGATION FINISH GRADE SUB GRADE BACKFILL TO BE NATIVE SITE SOIL ONLY ROOTBALL TO SIT ON UNDISTURBED NATIVE SOIL NATIVE SOIL Very Low Low Medium High X X Very Low Low Medium High X Very Low Low Medium High X CVWD NOTES No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter sidewalks planters, gates, and related improvements installed within CVWD and/or USBR easements. These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. �/2G7r,7 RANDY PURNEL LANDSCAPE ARCHITECTS cn a) a) v ) C Cu U) Co 0 0) -aa co sheet a) CU 0 cio 2 AS PER CVWD COMMENTS drawn proj. no. date scale sheet no. RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design ca. It. 4275 a> Q a) U C a O o Of ) —CD cz a specifications book RAA 1701 06-06-17 NTS L2.2 I II !WWI I O Co N N 0) 0 a) U) CI) C Cli 0 • ■ SHRUB PLANTING DETAIL SCALE: NOT TO SCALE SOIL IMPROVEMENT DETAIL SCALE: NOT TO SCALE TREE PLANTING DETAIL SCALE: NOT TO SCALE Date CVWD Plan # L43971 Water anagement Department 7 of 10 PALM TREE PLANTING NOTES 1. Palms shall be planted using established planting procedures. Refer to palm tree planting detail. 2. Palm tree root balls shall be trimmed or cut to ensure recovery from transplanting shock 3. Palm trees must be in a healthy condition at time of delivery Palm trees determined unhealthy or damaged at time of delivery or installation shall be rejected by contractor and replaced by subcontractor at his expense. 4. All palms shall be cleaned of excessive dead and ragged fronds or frond stubble. Cut fronds should be cut to a maximum length of 6" 5. Called out heights of palms shall be THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS. 6. Palm trees to be properly watered in and soils properly tamped around the root balls when planting, leaving no voids of soil around root balls 7. Palm trees shall be planted vertically, unless noted otherwise. 8. Trunks should be rough with frond bases still securely attached. 9. Trunks may not be totally skinned unless noted to do so 10. Trunk bases may be skinned to a maximum height of 31-4' (taller trees 6') 11. Skinned areas above the 6' level will be accepted at the direction of the Landscape Architect. 12. Care should be exercised in the cabling during transport and planting so as not to damage or loosen bark. 13. Severe cracking or holes in the basal trunk area will not be acceptable. 14. One initial watering will be performed by subcontractor Basin will be left on each palm so subsequent watering can be performed by others. Basin is to be removed during finish grading. 15. Subcontractor to untie frond tops (60) days after planting. 16. Palm trees shall be planted a minimum of 18' away from building eaves. 17. It is recommended any palm tree planted within 5' of any walk wall or structure be planted with Deep Root root barrier to a depth of 2' minimum to protect against root damage. NOTE NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO RELOCATION AND PLANTING. AGRICULTURAL NOTES WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER S OFFICE LANDSCAPE CONTRACTOR PLEASE CONTACT THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONERS APPROVAL OR DENIAL PLi- N MATERIAL NOT CONFORMING WI1 H QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONEP'S OFFICE, ALL PLANT MATERIAL MIST BE FREE FROM RED SCALE (AONIDIELLA AURAN T ll). PLANTING SPECIFICATIONS SECTION 02930 - EXTERIOR PLANTS PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Ground cover. 4. Plants. 1.2 DEFINITIONS Al Finish Grade: Elevation of finished surface of planting soil. B Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. D Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. E Final grade: Elevation of finished surface of decomposed granite. 1.3 SUBMITTALS A. Product certificates. B. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of exterior plants during a calendar year. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer who maintains an experienced full-time supervisor on Project site when exterior planting is in progress. B. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock.' D. Reinstallation Conference: Conduct conference at Project site 1.5 DELIVERY, STORAGE, AND HANDLING A. Do not prune trees and shrubs. Protect bark, hranches, and root Systems from sun scald, drying, sweatinr,, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery. B. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather and mechanical damage, and keep roots moist ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. 1.6 WARRANTY SOIL REPORT NOTE SOILS REPORT SHALL BE PERFORMED TO DETERMINE: • THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. • APPROXIMATE SOIL INFILTRATION RATE. • MEASURE PH AND AG TOTAL SOLUBLE SALTS. A. Special Warranty Warrant the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, or incidents that are beyond Contractor's control 1. Warranty Period for Trees: One year from date of Substantial Completion. 2. Warranty Period for Ground Cover and Shrubs: 90 days from date of Substantial Completion. 1.7 MAINTENANCE A. Trees: Maintain during warranty period by watering, weeding planter areas restoring water basins, tightening and repairing stakes , and resetting to proper grades or vertical position as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. B. Ground Cover and Shrubs: Maintain during warranty period by watering, weeding planter areas, and other operations as required to establish healthy, viable plantings. PART 2- PRODUCTS 2.1 EXTERIOR PLANTS A. Tree and Shrub Material: Furnish nursery -grown trees and shrubs complying with ANSI Z60.1, with healthy root systems. Provide well -shaped, fully branched (Arizona Nursery Standard), healthy vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. All branches to remain on tree trunks min. 6" above root ball. No raised canopies to be used. Trees with raised canopies will be rejected. 1. Provide balled and burlapped balled and potted container -grown fabric bag -grown trees and shrubs. B. Ground Cover Provide ground cover of species indicated, established and well rooted in pots or similar containers and complying with ANSI Z60.1. 2.2 PLANTING MATERIALS Al Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 6 percent organic material content; free of stones 1 inch or larger in any dimension and other extraneous materials harmful to plant growth. 1 Topsoil Source: Reuse surface soil stockpiled on -site and supplement with imported or manufactured topsoil from off -site sources when quantities are insufficient. Verify suitability of stockpiled surface soil to produce topsoil. B. Fertilizer: 3. Fertilizer usage: Refer to the city of Palm Desert Landscape Maintenance guidelines. PART 3 - EXECUTION 3.1 EXTERIOR PLANTING A. Bed Establishment: 1 Loosen subgrade of planting beds to a minimum depth of 6 inches. 2 Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 3. Thoroughly blend planting soil mix off -site before spreading or spread topsoil, apply soil amendments and fertilizer on surface and thoroughly blend planting soil mix 4. Spread planting soil mix to a depth of 24 inches but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. 5 Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. B. Trees and Shrubs: 1. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation as needed based on soil structure. Excavate approximately three times as wide as ball diameter. 2. Set trees and shrubs plumb and in center of pit or trench with top of root ball 2" inch above adjacent finish grades to meet with final grade of decomposed granite. a. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix C. Tree and Shrub Planting Do not cut tree leaders; remove only injured or dead branches. D. Ground Cover and Plant Planting: 1. Set out and space ground cover and plants as indicated 2. Dig holes large enough to allow spreading of roots, and backfill with planting soil with undisturbed native at bottom of hole top of root crown at final grade. 3. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. 4. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. E Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged exterior planting F. Remove surplus soil and waste material including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 02930 CVWD NOTES No permanent structure or trees within CVWD and/or USBR easements. CVWD will not be responsible for damage or replacement of any surface improvements, including but not limited to, decorative concrete, landscaping, curb, gutter sidewalks, planters, gates, and related improvements installed within CVWD and/or USBR easements. DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and Irrigalion design in cooperation with the local governing agency (City or County). Approval of these drawings CVWD staff does not constitute approval to encroach into district and USBR right of way. Tree, plant, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -Of -Ways without first obtaining an encroachment permit from CVWD. In& in Date • ater Management 135 RANDY PURNEL LANDSCAPE ARCHITECTS RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 ww T.rpla.net Consulting Residential design Commercial design ca. lie. 4275 U) C O Co 0 C w 0) CC co -5 Q LL sheet a) ra 0 iv drawn prof. no. date scale sheet no. 11 specifications 0 cn Co ti O r .,-,I MI , book RAA 1701 06-06-17 N.T.S. L2.3 O Co N N O7 U N cn a) 0 E C6 0 • r CVWD Plan # L43972 l eve4mentServices . ent 8of10 :•' 7 / V N • 9. 4 . i zme- • \ • i- a/i,!' // // // // // /%//%//// %/ KAWISH COURT • • • • .. w .• . .' a• ...... =7=....... — • .a a • '" '+ 44... SEE SHEET L3.2 FOR LANDSCAPE LIGHTING SCHEDULE AND RELATED DETAILS 0 3/32"" = 1'-0" GREEN 10 21 32 42 feet �•• • GOLF COURSE I r- % ; r........ I • • • 4 \\ \\\\\ \\\\ \ \ } \ / I } } I 1 ., \ \ \ \ I 1 1 I 1 1 \\ I} 1 • 1\\��\—/ / -45 a) RANDY PURNEL LANDSCAPE ARCHITECTS RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design cp C CV co C3) -rj I.L. W : ClE. m.1 Ell 0. sheet CO TD drawn proj. no. date scale sheet no. specifications book RAA 1701 06-06-17 L3.1 9 of 10 8 GAUGE CABLE Voltage Drop Matrix CABLE LENGTH IN WATTAGE LOAD 10' 20' 30' 40' 50' 60' 70' 5 0.00 0.01J 0.01 0 02 :; 0.02) 0:02 0.03. 10 0 Ol - 0 02 0.02 0 03 : 0.04 0:05 OAS 15 0 01 0 02 0.03 0.05 1 0.06 0,07 0.08. 20 0.02 0.03 0 05 0 06 0,08/ 0 09 0.11. 25 D 02 0 04 0.06 0 OS 0.10 0 i2 0.13 30 0.02 : 0.65 0:07 0 09 0.12 0 14 0.16 35 0 03 0 05 0.08 0 17 i 0.13 0 16 0.19': 40 003 '' 006) 009 012 015 018 022 45 003 007 0.10 014 017 0:.21 0.24` 50 0.04 008 0.12 015 0.19 01:23 0'.27. 55 0 04 0 08 0,13 0.17 1 0.21 0'25 0.30. 60 0 05 0.09 0.14 0.18 0.23J 0 28 0.32:. 65 0 05 ':' 0.10 0.15 0,20 0.25 0.30 0.35'. 70 0 05 7 0 11 0.16 0 22 '! 0.27 0 32 0,3H / 75 006 -. 0.12 0.17 023 029 0.35 0.40 80 0 06 0 12 0.18 0 25 0 31 037 0 43; 85 0.07 , 013 0.20 026 C 0.33 ; 0.39 0.46'. 90 0 07 '1 0.14 0.21 0.28 : , 0.35 0:42 0.46 95 0 07 0.15 0.22 0.29 0.37 : 0:440.51 100 008 015 0.23 0.31 0.38 D461. 0.54 110 0 08 '- 0 17 0 25 0 34 0' 42 0.51 0.59 120 0 09 ` 0.18 0.28 0.37 i. 0.46 0.55 0.65 130 010 :r 020 0;30 0.40 0.50 0,60 0.70 140 0 11 0 22 0:32 0.43: 0.54 0.65 0.75 150 0.12' 0.23 0,35 0.46 0.58 0.69 0.81 160 0 12 0.25 0.37 0 49' 0.62 0.74 0.86 170 013 026 0.39 0.52 0.65 0.78 0.92 180 0 14 0 28 0'42 0.55 0.69 0.83 0.97 190 015 1' 0.29 0.44 0.58 0.73 0.88 1.02 200 015' 0.31 0.46: 0.62 0.77 0.92 1.08 250 0.49 0.38 0.58 0.77 0.96 1.15 1.35 300 0.23.. 0.46 0.69 0.92 1.15 1.38 1.62 80' 90' 003 ` 0.03 0.06 0.07 0.09 0.10 0.12 0.18 0.22 0 25 0 28 0.31 0.34 0.37 0.40 0.43 0 46 0:49 0.52 0.55 0.58 0.62 0.68 0.74 0.80 0.86 0.92 0.98 1.05 1.11 1.17 1.23 1.54 1.85 0.14. 0.17 0.21 024 0.28 0.31 .Q35 0.38 0:42 0.45 0.48 0.52 0.55 0.59 0.62 0.66 0.69 0.76 0.83 0.90 0.97 1.04 1.11 1.18 1.25 1.32 1.38 1.73 2.08 FEET 100' 120' 140' 160' 180' 200' 0 04 : 0.05 0.05 0:06 0 07 ' 0.08 0.08 009 : 0.11 012 0.14 - 015 0.12 0.14 0.16 0:18 021 . 0.23 0.15 0.18 0.22 0.25 0 28 0.31. 0.19 0,23 0.27 0 31 0 35 0.38 0.23 0 28 0.32 0.37 0 42 0:46 0.27 10.32 0.38 0.43 0.48 0.54 0 31' 0.37 0.43 0.49' 0.55 0.62 0'35 0 42 0.48'. 0.55 0.62 0.69 0.38 046 0.54 0.62 0.69 0.77 0:42 0.51 0.59 0.68 0.76 0.85 0.461 0.55 0.65 0.74 0.83 0.92 0.501 0.60 0.70 0.80 0.90 1.00 0.54 0.65 0.75 0.86 0.97 1.08 0.58 0.69 0.81 0.92 1.04 1.15 0.62 0.74 0.86 0.98 1.11 1.23 0.65 0.78 0.92 1.05 1.18 1.31 0.69 0.83 0.97 1.11 1.25 1.38 0.73 0.88 1.02 1.17 1.32 1.46 0.77 0.92 1.06 1.23 1.38 1.54 0.85 1.02 1.18 1.35 1.52 1.69 0.92 1.11 1.29 1 48 1.66 1.85 1.00 1.20 1.40 1.60 1.80 2.00 1.08 1.29 1.51 1.72 1.94 2.15 1.15 1.38 1.62 1.85 2.08 2.31 1.23 1.48 1.72 1.97 2.22 2.46 1.31 1.57 1.83 2.09 2.35 '.2.62 1.38 1.66 1.94 2.22 2.49 2.77 1.46 1.75 2.05 2.34 2.63 292 1.54 1.85 2.15 2.46 -= 2.77 3.08 1.92 2.311 2.69 3.08 `: 3.46 3'85 2.31 2.771 3.23 3:.69 4 15 4.62 250 0:10 019 0.29 0;38 0:48 0.58 0.67 0.77 0.87 0.96 1.06 1.15 1.25 1.35 1.44 1.54 1.63 1.73 1.83 1.92 2.12 2.31 2.50 2:69 2188 3.08 3.27 3.46 3.65 3.85 4.81 5:77 • How to use this Matrix: Find the load a td length of the planned run. In the intersecting box is the voltage drop for that section of cable. • To find the total voltage drop of a run, add up the individual sections voltage drop (from transformer to 1st lite + 1st lite to 2nd lite + 2nd to 3rd + etc). • The goal is to have the voltage drop at any light on the run he within the white zone - you should loose at least .50 volts but no more than 2.50 volts to have the system perform safely and properly. Low voltage lamps are designed to operate between 10.5 - 11.5 volts. Use the voltage tap on the PX transformer that will provide each lamp 10.5 - 11.5 volts. NOTE: Shaded Areas Not Recommended. Use Next Gauge Cable Size or Increase/Reduce Load. © 1995-2004 FX Luminaire. All Rights Reserved. 300' 0.12 0 23 0.35 0.46 0.58 0.69 0.131 0.92 1.04 1.15 1.27 1.38 1.50 1.62 1.73 1.85 1.96 2.08 2.19 2.31 2.54 2.77 3.00 3.23 3.46 3.69 3.92 4.15 4.38 4.62 5.17 6.92 10 GAUGE CABLE Voltage Drop Matrix CABLE LENGTH IN FEET 10' 20' 30' 40' 50 60' 70' 80' 90' 100' 120' 140' 160' 180' 200' 250' WATTAGE LOAD 300 51 101 151 201 251 301 351 401 451 501 551 601 651 701. 751 aol 851 901 951- 1001" 1101' 1201 1301, 1401 1501 1601 1701 1801 1001 2001 2501 3001 0.011 0.01 0.02 0.03. 0.03 0.04 0.05 0.05 0.06 0.07 0.07) 0.08 0.09 0.09 0.10 0.11. 0.11 0.12 013 0.13 0.15 0.16 017: 0.19 0.20 0.21' 0.23 0.24 0.25 0.27 0.33 age 0.01 0.02'. 0.03 0.03 0.04 0.05 O 03 0.04 0.05 ':0.07 0.08 0.09 0.04 0.06 0,OB :0.10 0.121 014 0.05 0.08 011 0,13 0.16) 0.19 0.07 0.10 0.13 0.17 0.20 0.23 0.08 0.12:. 0.16 0.20 0.24 0.28 / 0.09 0.14 019 °.0 23 c` 0.28 0.33 0.11 0.16 0,21 0 27 0.32 0 37 O 12 0.18, 0,24 10.30 0.36 0.42 0.13 0.26 0.27 ':0 33 0.40. 0.47 0.15 0.22 0.29 0.37 0.44: 0.51 0.16 0.24 0.32 0.40 0.48 0.56 O 17 0.26 0.35 -0.43 0.52 0.61 O 19 0.28'. 0.37 0.47 0.56 0.65 0.20 0.30' 0.40 0.50 0.60 0.21 0.32 0.43 0.53 0.64 0.23 0.34. 0.45' 0.57 0.68 0.24 0.36 0.60 0.72 0.25 0.38' 0.51 0.63 0.76 0.27 0.40 0.53 0.67 0.80 0.29 0.44 0.59 0.73 0.88 0.32 0.48 0.64 0.80 0.96 0.35 0.52 0.69 0.87 1.04 0.37 0.56 0.75 0.93 1.12 0.40 0.60 0.80 1.00 1.20 0.43 0.64 0.85 1.07 1.28 0.45 0.68 0.91 1.13 1,36 0.72 0.96 1.20 1.44 0.76 1.01 1.27 1.52 0.80 1.07 1.33 1.60 0.67 1.00 1.33 1.67 2.00 8 ga 8ga 8ga "8 ga ga 0.48 0.51 0.53 0,48 0.70 0.75 0.79 0.84 0.89 1.01 0.93 1.07 1.03 1.17 1.12 1.28 1.21 1,39 1.31 1.49 1.40 1.60 1.49 1.71 1.59 1.81 1.68 1.92 1.77 2.03 1.87 2.13 2.33 :2.67 8ga 8ga [0.05 0.06 016 0.18. 0.21 0.24' 0.27I 030 0.32 0.36 '10,37 0.42 0.43 0.48 0.48 0.54 0.53 0.60 0.59 0.66 0.64 0.72 0.69 0.78 0.75 0.64 0.80 0.90 0.85 0.96 0.91 1.02 0.96 1.08 1.14 1.20 1,32 1.44 1.56 1.68 1,80 1.92 2.04 2.16 2.28 2.40 3 00' 8 ga 0.27 0.33 0.40 0.47 0.53 0.60 0.67 0.73 0.80 0.87 0.93 1.00 1.07 1.13 1.20 1.27 1.33 1.47 1.60 1.73 1.87 2.00 2.13 2.27 2.40 2.53 2.67 3.33 ga 0.07 `0.08 0.09. 0.13 lbAllgi 0.20 liiiii13124 0:28 0.37 1347 0.56 0.65 032 0.40 0.48 0.56 0.64 0.72 0.80 0.88 0.96 1.04 1.12 0.11 0.12 0.13. 0.21 024 0.27 0.32 -0 36 0.40 0.43 0.48 0.53 0.60 0.64 0.72 0.75 0.84 0.75 0.85 0.96 0.84 0.93 1.03 1.12 1.21 1.31 1.20 1.40 1,28 1.49 1.36 1.59 1.44 1.68 1.52 1.60 1.76 1.92 2.08 2.24 2.40 2.56 2 72 2 86 3.04 3.20 4.00 8 ga 0.96 1.07 1.17 1.28 1.39 1.49 1.60 1.71 1.81 1.92 1.08 1.20 1.32 1.44 1.56 1.68 1.80 1.92 2.04 2.16 0.53 0.67 0.80 0.93 1.07 1.20 1.33 1.47 1.60 1.73 1.87 2.00 2.13 2.27 2.40 0 17 33 0.50 0,67 0.83 1.00 1.17 1.33 1.50 1.67 1.83 2.00 2.17 2.33 2.50 2:67 2,83 3.00 0.20 0 40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2:60 2.80 3.00 3:20 3 40 3.60 1.77 2.03 2.28 2.53 317 ',3:80 1.87 2.13 2.40 2,67 333 ` 4:00 2.05 2.35 2.64 2.93 3 67 -. 4.40 2,24 2.56 : 2 88 3'.20. 4 OQ 4.80 2.43 2.77 3.12 3.47 4.33 5.20 2.61 2.99 : 3.36 3.73 4.67 5.60 2.80 3.20 '.3 60 4..00 5 00 6.00 2.99. 3.41 '3 84 4.27 5.33 6.40 3.17' 3.63 4 08 4.53 5 67 :6580 3.36 3 84 4 32 4.80 6 00 '720 3.55 4.05 4 56 5.07 6.33 7.60 3.73' 4 27 -'4 80 5.33 6 67 8.00 4.67 5.33 '''6 00 667 8 33 10 00 8'.ga 8ga 8ga "8 gal 8ga - 8ga, • How to use this Matrix: Find the load and length of the planned run. In the intersecting box is the voltage drop for that section of cable. • To find the total voltage drop of a run, add up the individual sections voltage drop (from transformer to 1st lite + 1st lite to 2nd lite + 2nd to 3rd + etc). • The goal is to have the voltage drop at any light on the run be within the white zone - you should loose at least .50 volts but no more than 2.50 volts to have the system perform safely and properly. Low voltage lamps are designed to operate between 10.5 - 11 .5 volts. Use the voltage tap on the PX transformer that will provide each lamp 10.5 - 11.5 volts. NOTE: Shaded Areas Not Recommended. Use Next Gauge Cable Size or Increase/Reduce Load. © 1995-2004 FX Luminaire. All Rights Reserved. LANDSCAPE LIGHTING SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION FX Luminaire LC - LED FX Luminaire LC - LED FX Luminaire FC - LED FX Luminaire LuxorZD oty 6 25 28 2 Finish (AB) Antique Bronze (AB) Antique Bronze (AB) Antique Bronze on Brass Assumed Circuit Layout: See Voltage Drop Charts for wire size and appropriate length of circuit runs. INSTALL THE FX LUMINARIE FAVOLOSO CAVERNA WITH THE RIM .50" ABOVE FINISHED GRADE. USE THE "REUSABLE CONSTRUCTION COVER" TO KEEP SLEEVE CLEAN AND FREE OF DEBRIS FINISHED GRADE CONCRETE MAX DEPTH 3.50" EX LUMINAIRE FAVOLOSO CAVERNA FIXTURE SEE PLAN LEGEND FOR WATTAGE, BEAM SPREAD AND ACCESSORIES. 12 VOLTS, 20 WATT MAX LOW VOLTAGE CABLE WITH LITESPLICE, LEAVE 18" MIN. LOOP COILED BELOW FIXTURE FOR SERVICE THIS DETAIL ILLUSTRATES THE FC-RG AS STANDARD. DETAIL ALSO APPLIES TO GRATE OPTIONS FC-CW AND FC-LV. 04.00" 1r5 cm I I Lamp 6LED 3LED 1LED FX LUMINAIRE ZD TRANSFORMER SEE PLAN LEGEND FOR MOUNTING INSTRUCTIONS. FX AVAILABLE ELECTRIC HARDWIRE TO 120 VOLT IJJ EE O94158MS iGGO MOUNTING SURFACE. LENGTH OF WIRE AND JUNCTION BOX TO BE DETERMINED. USE DIRECT BURY, UF/UL, COPPER, LOW VOLTAGE CABLE WITH 3M DBR/Y-6 DIRECT BURY SPLICE KIT. 12 GAUGE CABLE Voltage Drop Matrix CABLE LENGTH IN FEET 5 10 15 20 25 30 35 40 45 50 55 60 65 WATTAGE 70 LOAD 75 80 85 90 95 100 110 120 130 140 150 160 170 180 190 200 250 300 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 120' 140' 160' 180' 200' 250' 300' 0.01 0.02 0.02 0.04 0.06 0.07 0.04 009 0.06 011 0.07 0.13 0.08 "0.16 0.09 0.18 0.10 0.20 0.11 0.22 0,12 0.24 O 13 0"27 O 14 0,29 0.16 031 0.17 033 0.18 0.36 0.03. 0.04 006 O 07 009 0:11 O 10 0.13 017 0.13 0.18 0.22 O 17 : 0.22 0 28 0.20:' 027 :0;33 O 23 I' 0.31 0:39 O 27 0.36 0::44. 0.30 0.40 0.50 0.33 - 0.44 0.56 0.37 I! 0.49 0.61 O 40 0.67 0.43 0.72 0.47 0.78 0.50 0.83 0.53 0.89 0.57 0.94 0.20 040 0.60 1.00 0.21 0 42 0.63 1.06 0 22 0'44 0.67 1.11 0 24 0.49 0.73 1.22 0.27. 0.53 0.80 1.33 0.29': 0.58 0.87 1.44 0.31: 0.62 0.93 1.56 0.33 0.67 1.00 1,67 0.71 1.07 1.78 0.76 1.13 1.89 0.80 1.20 2.00 0.36 O 38 0:40 0A2 O 44 10 ga 8ga 0.84 0.89 10 ga Sga 0.53 0.58 0.62 0.67 0.71 0.76 0.80 0.84 0.89 0.98 1.07 1.16 1.24 1.33 1.42 1.51 1.60 1.27 1.69 1.33 1.78 10 ga j10 ga 8ga 8ga 07 0.13 0.20 27 033 0.40 0.47 0.53 0.60 0.67 0,73 0.80 0.87 0.93 1.00 1.07 1.13 1.20 1.27 1.33 1.47 1.60 1.73 1.87 2.00 2.13 1 2.27 2.40 2.53 2,11 2.221 2.67: 10 ga 8 ga 110ga 1 8ga. O 08 0.09 0.16 0.18 O 23 0=27 O 31 0.36 O 39 0'.44 D 47 0.53 0.54 0.62 0.62 0.71 0.70 0.80 0.78 0.89 0.86 0.98 0.93 1.07 1.01 1.16 1.09 1.24 1.17 1.33 1.24 1.42 1.32 1.51 1.40 1.60 1.48 1.69 1.56 1.78 1.71 1.96 1.87 2.13 2.02 2 31 2.181 2.49 2.331 2:67 2 491 2'84 2 641 3.02 2 801 13.20 2.961 3 38 3 111 3.56 10 gal 10: ga 8 gal 8ga 0_1D ; 0111 0.20 r 0.22 .30 0 33 0.40 0.44 0,50 0.56 0.60 0.67 0.70 0.78 0,80 0.89 0.90 1.00 1.00 1.11 1.10 1.22 1,20 1.33 1.30 1.44 1.40 1.56 1.50 1.67 1.60 1.78 1.70 1.89 1.80 2.00 1.90 2.11 2.00 2.22 2.20 2.44 2.40 2 67 260` 289 2.80 3.11 3.001. 333 3201.:" 356 3.401- 3.78 3 601 4 00 3.801. 4 22 400l: 4.44 0 gal 10 ga 8 gal, 8ga 0.13 0.16 0.18 0.20 031 036: 0.40 0.47 0.53 0.60 0.62 0.71 0.78 0.89 0.93 1.07 1.09 1.24 1.24 1.42 1.40 1.60 1.80 1.56 1.78 2.00 1.47 1.71 1.96 2.20 1.60 1.87 2.13 2.40 1.73 2.02 2 31 2 60 1.87 2.18 2.49 2.66 2.00 2.33 2.67 - 3.00 2.13 2.49 2 84 3.20 2.27 2.64 3.02 3.40 2.40 2.80 - 3.20 3.60 2.53 2.96 :: 3.38 3.80 267 3.11:. 3.56 ' 4.00 2.93 3.42 3.91 ': 4.40 3.20 3.73 is 4.27 :. 4.80) 3 47 4 04: 4 62 5.20 3.73 4,36 4.98 5.60 4.00 4:67 5.33 6.00 4.27 4.98 -5.69 6.40 `4.53 5,29' 6.04 6.80 4.80 5.60 6.40 :. 7.20 5.07 5.91- 6.76 7.60 5.33 6.22.. 7.11 8.00 10 ga 10ga 10ga 10 ga 8 ga :8ga. 8ga 8ga 0:27 040 0.53 0.67 0.80 0.93 1.07 1.20 1.33 0.80 1.00 1.20 1.40 1.60 0.22'; 0.28 '0,33 0.44 0.56 0.67 0.67 0.83 1.00 0.89 1.11 1.33 1.11 1.39 1.67 1.33 1.67 2,00 1.56 1.94 2.33 1.78 2.22 267 2.00 2.50 300. 2.22 ° 2.78 3:33 2.44 306 3.67 2 67 3 33 4;00 2 89: 3 61 433 311 i 389 467 3 33 4 17 6.00 3.56 : 4 44 5 33 3 78 a 4 72 5f67 4 00 `: 5.00 $AO 422:.' 528 ::6:33 444 556 6'67 489:. 611 733. 5.33 6.67 8.00 5.78 7.22 8.67 6.22C 778 9.33 6.67 : 8,33 10.00 7.11.= 889 1067 7.561\ 9.44 11.33 800 1000 1200 8.44 10.56 12.67 8.89 ` 11.11 `13.33 10 ga 10 ga 10 ga 8 ga- 8ga 8ga • How to use this Matrix: Find the load and length of the planned run. In the intersecting box is the voltage drop for that section of cable. • To find the total voltage drop of a run, add up the individual sections voltage drop (from transformer to 1st lite + 1st lite to 2nd lite + 2nd to 3rd + etc). • The goal is to have the voltage drop at any light on the run be within the white zone - you should loose at least .50 volts but no more than 2.50 volts to have the system perform safely and properly. Low voltage lamps are designed to operate between 10.5 - 11.5 volts. Use the voltage tap on the PX transformer that will provide each lamp 10.5 - 11.5 volts. NOTE: Shaded Areas Not Recommended. Use Next Gauge Cable Size or Increase/Reduce Load. © 1995-2004 FX Luminaire. All Rights Reserved. Watts Mounting 10.1W (PM) PostMount 80.8 4.2W (PM) PostMount 105 2.0W N/A 56 300 W See Detail NOTES: Watts 241 Total Watts A. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. B ALWAYS REFER TO FX PRODUCT INSTALLATION NOTES PRIOR TO INSTALLATION SEE FLAN LEGEND FOR TYPE OF MATERIAL FOR INSIDE WALL SURFACE ZD-TRANSFORMER OUTDOOR STUCCO A B G D ELECTRICAL NOTES 1. UNLESS OTHERWISE PROVIDED BY CONTRACTOR, ELECTRICIAN IS TO SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS SHOWN ON PLANS. (I.E. LANDSCAPE LIGHTS, CONTROLLERS, POOL EQUIPMENT, TIME CLOCKS, IRRIGATION CONTROLLERS, ETC.). CONTRACTOR IS TO PROVIDE AS BUILTS PLANS. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO ALL GOVERNING CODES AND ORDINANCES AND ACCEPTABLE STANDARDS OF PRACTICE. 3. COORDINATE ALL WORK, ESPECIALLY SLEEVING, TRENCHING AND BACKFILLING WITH IRRIGATION, CONCRETE AND MASONRY SUBCONTRACTORS AS REQUIRED. 4. LIGHTING CONTROLLERS WILL BE LOCATED AS INDICATED ON LANDSCAPE LIGHTING PLAN UNLESS OTHERWISE APPROVED. 5. ELECTRICIAN IS TO CONFIRM EXACT TREE LOCATIONS SO AS TO INSURE PROPER INSTALLATION OF LIGHT FIXTURE AS SPECIFIED ON LIGHTING DETAILS. 6. ALL JUNCTION BOXES WITHOUT A LIGHT FIXTURE WILL BE PUT IN AAT GRADE, CARSON BOX. 7. LIGHT FIXTURES TO BE LOCATED NO CLOSER THAN 10' (TEN FEET) FROM EDGE OF POOL OR SPA WATERLINE PER LOCAL AND COUNTY CODES. 8. ALL FIXTURES ARE GENERAL SPECIFICATIONS AND SHALL BE DISCUSSED AND REVIEWED ON SITE AT TIME OF INSTALLATION WITH GENERAL CONTRACTOR, OWNERS ELECTRICAL CONTRACTOR AND LANDSCAPE ARCHITECT IN ORDER TO PRECISELY ACCOMMODATE OWNERS NEEDS. DETAIL LEGEND FX Luminaire LG fixture. See plan legend for wattage, beam spread and accessories. Aim fixture a minimum of 1045 off vertical to allow water and dirt to drain off lens cap FX Luminaire Post Mount. Finished grade. Concrete footing. Depth per local code. Direct bury, OFNL, copper, Ion voltage cable with 5M DE /Y-6 direct bury splice kit. Leave lb" minimum wire loop tolled below fixture for service. NOTES Installation to be completed In accordance with manufacturer's specifications. Accepts 10-15 volts - AG or DG See plan legend Por LED board option, beam spreads, and accessories. Always refer to FX product Installation notes prior to Installation. A 13.0"133.02 cm RANDY PURNEL LANDSCAPE ARCHITECTS can a� W C) C!) CO C/) co C 0) 0) sheet a 0 CD drawn proj. no. date scale sheet no. RPLA 44536 Portola Avenue Suite A Palm Desert, CA 92260 CA 92260 email: info@rpla.net 760.636-1922 www.rpla.net Consulting Residential design Commercial design cm lic. 4275 m 2 a Friend Residence specifications 0 Co N N = Q 00 to CU co co 0 cp f i0 book RAA 1701 06-06-17 NTS FX GRADE MOUNT NT5 SECTION/ELEVATION DETAIL -FILE NTS P-FR-21 CiTh LC UP LIGHT POST MOUNT NOT TO SCALE P-FR-59 10 of 10 •