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HomeMy WebLinkAbout73801 HIGHWAY 111 (TOWER MARKET # 917)PALM SPRINGS CATHEDRAL CITY PROJECT SITE F TOWER MR 917 73801 HI ;► IWAY III PALM DESERT, C ill "ION OF fri' E SE 1/4 OF SEC. 20, 71.5 S., R. ( +-.,; A. ON. 627 221 10 3 for TOWER ENERGY GROUP VICINITY MAP 5 RAMONND 6 \/ $j nw,e:w TRA RANCHO J�( INDIO AVENUE 52 AVENUE 54 NORTH LANllSC PLANS SITE MAC' CD O -CI CD- m tT CD a `G m m Fred Waring Dr. '9AV BIO}POd SHEET NO. • PROJECT SUMMARY TOTAL LANDSCAPE AREA = 3,070 s.f. CERTIFICATE OF COMPLETION NOTES: THE PROJECT APPLICANT SHALL SUBMIT THE SIGNED CERTIFICATE OF COMPLETION TO BOTH THE LOCAL AGENCY AND THE DISTRICT FOR REVIEW AND APPROVAL. ENSURE THAT COPIES OF THE CERTIFICATE OF COMPLETION WITH ALL APPROVALS ARE SUBMITTED TO THE LOCAL AGENCY, THE DISTRICT, AND THE PROPERTY OWNER OR HIS OR HER DESIGNEE. DOCUMENTS TO INCLUDE: I. GERTIFIGATE OF COMPLETION. 2. IRRIGATION SCHEDULING PARAMETERS USED TO SET CONTROLLER. 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE 4. IRRIGATION AUDIT REPORT FOR TURF AREAS ONLY. 5. SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL REPORT RECOMMENDATIONS. SHEET INDEX SHEET DESCRIPTION LI.I CONSTRUCTION PLAN L2.1 CONSTRUCTION DETAILS L3.1 IRRIGATION PLAN L4.1 IRRIGATION LEGEND 4 NOTES L4 2 IRRIGATION DETAILS L5.1 PLANTING PLAN 1.6.1 PLANTING DETAILS L7.1 LIGHTING PLAN CITY OF PALM DESERT DEPARTMENT OF COMMUNITY DEVELOPMENT APPROVED BY: ❑ C.C. RES. NO ❑ R.C. RES. NO ❑ ARC ACTION FARM STAFF LETTER i CONSTRUCTION SHALL WITHIN ONE YEAR OFF THE APRO avtasca 41262 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE You DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT /1-/s -/6 Date CVWD Ran /$ 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 of County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER right—of—way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right —of —Way without first obtaining on encroachment permit from CVWD. Wate a» ement Dee04/4 parrt� tevdlopmen rvicia Department DESIGN GROUP LANDSCAPE ARCHITECTURE P.O. Box 10690 Palm Desert, CA 92255 760.341.1515 tele 760.773.9315 fax Et o rA E W Woo Q M 0 < E- LANDSCAPE PLANS REVISIONS Oda nYe SLAM Affected B. oameemorDams n A A A n 99-16-08 DATE: - SEPTEMBER 16, 2016 L43442 1 • • • PA • CONSTRUCTION LEGEND ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET RINGER INDICATES TOP or WALL ELEVATION 4++— I ���INDICATES TOP OF FOOTING ELEVATION l' V INDICATES TOOLED CONTROL JOINT I INDICATES 1/2" FELT EXPANSION JOINT 3" DRAINLINE AS SPECIFIED IN CONTRACT INDICATES STEP IN WALL AND/OR FOOTING. INDICATE5 MATERIALS REFERENCE HOSE BIB (HB) LOCATIONS (DOMESTIC WATER) PLANTER AREA PA MATCH LINE LIMIT OF WORK INDICATES FLOW DIRECTION INDICATES 6 NOS. ATRIUM 6RATE (IN SHRUB AREAS) OR 6" HAS. FLAT GRATE (IN LAWN AREAS) INDICATES 6° NDS. BRASS &RATE a, L/ V CONVENIENCE MART in s 0 PA S I. b. jr j• .-I • t I ° !` • I • PALM DESERT DRIVE SOUTH 1 • • • lo CONSTRUCTION NOTES C FW j "^,'` .. • • PA - =L q ry LU EC w 6 • U I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS, STAIRS, WALL FOOTINGS, ETC 5. ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING CODES AND ORDINANCES 6. ALL CONCRETE PAvING To BE A MINIMUM OF 4" THICK. ALLOW FOR ADJOINING CONSTRUCTION 8. PAVING AND CONCRETE SUBCONTACTORS ARE To COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND CONDUIT UNDER ALL PAVING a LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE TO APPROVE ALL CONCRETE FORM LAYOUT PRIOR To POURING CONCRETE. 10. REFER TO CIVIL ENGINEERING SHEETS FOR DRAINAGE LAYOUT AND ALL INVERT CONNECTIONS. II. REFER TO CONSTRUCTION/GRADING PLANS FOR ANY NON -TYPICAL INFORMATION. 13. OVERFLOWS FOR AIR CONDITIONERS IN CONCRETE OR ROOF DRAINS NOT SHOWN ON THIS PLAN To BE TIED TO DRAINAGE SYSTEM. 14 REFER TO PLANTING PLANS TO ENSURE DRAINLINES DO NOT INTERFERE W/ TREE LOCATIONS. 15. GROSS -SLOPES ON SIDEWALKS NoT TO EXCEED 2% 0�I 1`-‘. '"J yip ra PA � 1 • • Tr • 1r -- -- • -� --- • • — —.-- = _ 90 • • • rf °ISANt ro MATERIALS SYM. cep n DESCRIPTION CONCRETE PAVING CONCRETE PAVING LEGEND ASPHALT PAVING 3' PT. LANDSCAPE WALL BIKE RACK FUEL PRICE SIGN TRASH / RECYCLING ENCLOSURE WATER AND AIR EQUIPMENT TRUNCATED DOMES MANUFACTURER / SPECIFICATIONS al N • �T1• NATURAL GRAY CONCRETE W/ MEDIUM BROOM FINISH INTEGRAL COLORED CONCRETE WITH MEDIUM SAND FINISH, COLOR TO BE °GRAPHITE" SOS4 BY DAVIS COLORS AT 1 LBS. PER CUBIC YARD OF CONCRETE COLOR AND FINISH TO BE DETERMINED STUCCO FINISH WALL WITH PRECAST CAP TO MATCH ARCHITECTURE. BY BELSON OUTDOORS, LLC (B00) 323-5664 MODEL * UX200-LB-6-P / BROWN, POWDER COATED STAINLESS STEEL. RT3850-6-S, DROP IN STAINLESS STEEL ANCHORS FOR CONCRETE INSTALLATION OR APPROVED EQUAL BY OTHERS BY OTHERS BY OTHERS REFER TO CIVIL ENGINEERING PLAN COMMENTS 0 / ,17 L. • SAMPLES To oWNER 5EFORE COMMENCEMENT oF WORK REFER TO DETAIL °A", SHEET L2.1 CONTRACTOR TO PROVIDE SAMPLES TO OLUNER BEFORE COMMENCEMENT OF WORK REFER To DETAIL "5°, SHEET L2.1 cor•ITRAcToR TO PROVIDE REFER To DETAIL 'cm, SHEET GRAF aL IC SCALE 40 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT cA Acc wr 611 o TOWER MARKET #917 North Job No. o o o oc 1.0 CONSTRUCTION PLAN 99-16-08 Sheet No. II I ( of NOTE: SEE PLAN FOR E.J. AND CONTROL JOINT LOCATIONS sm IA it: 7 al CONCRETE PAVING REFER TO FINISH SCHEDULE SHEET TOOLED CONTROL G15% COMP. SUB -GRADE. FINISH GRADE. 0 / /2" FELT E J a d S JOINT DETAIL NTS CONCRETE PAVING REFER TO FINISH SCHEDULE 15% COMPACTED SUB- GRADE TO A DEPTH OF 12" SECTION = GONG_= FAV I NO SCALE: I "_ '-O" NOTE: SEE PLAN FOR E.J AND CONTROL JOINT LOCATIONS CONCRETE PAVING REFER TO FINISH SCHEDULE SHEET TOOLED CONTROL JOINT au auhe ism hapl be um her im le VIU[t ste I metier) I...I II — COMPACTED SUB -GRADE 8"5(8"XI6" CONCRETE BLOCK I/2" FELT E.J. COMPACTED AGGREGATE BASE PER GEOTEGHNIGAL REPORT. S:CTIOt CONCC rAVIN& 1 SECT 24" CENTER ON WALL SCALE: I " = -O" PRECAST CONCRETE WALL CAP TO MATCH ARCHITECTURE II „III„ol I I��,II #4 BAR @ 24' O.G. ALT. BENDS IN FOOTING (3) #4 BARS CONTINUOUS CONCRETE FOOTING 615% COMPACTED SUBGRADE ON LANDSCAPE IsNALL SCALE: 5/4"= I'-O" J DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-300-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT wig o tic) c� gclatestiao .0 Ct w q < < < < Ct wrC w In N It 0 North Job No CONSTRUCTION DETAILS 99-16-08 L2.1 • DRIPZONE 2A 4 2. I IIIII III DRIPZONE 2A GVWD NOTES: PROPERTY LINE DRIPZONE IA u1 DRIPZONE A SA S/4" III I± GPM SHRUB DRIP CONVENIENCE MART III. III I, II 0 • • • DR I PZONE IA • PALM DESERT DRIVE SOUTH II., III N. 0 CC -1 • I ; 1 'O •. • s NO PERMANENT STRUCTURES OR TREES WITHIN GVWD AND/OR USSR EASEMENTS. GVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURPAGE IMPROVEMENTS INCLUDING BUT NO4 LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, 1 SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN GVWD AND/OR USER EASEMENTS. NO CONFLICTING UTILITIES IN PROJECT AREA SEE SHEET 4.1 FOR IRRIGATION NOTES AND EMITTER CHART SEE SHEET 4.2 FOR IRRIGATION DETAILS (E) 12" WATER LINE PER GVWD DWG. NO.G3SS (E) 10" SEWER LINE POC AT 3/4' WATER METER W/ 1' RP E)ACKFLOW FROM I° SERVICE. (P) GVWD EASEMENT • • • • • CC w 0• EtRI PONE • .. • • • • 25'-0 y DRIPZONE 2A 2" (2) 3" SLEEVES (2'= 311 SLEEVES 4. fi i o, •1 1.1 (E) S5x501 RECIPROCAL EASEMENT • • • • • III III onni 0 DRIPZONE 2A • • • 4:: E r: rvt:: • VIZ • DRIPZONE 2A • '1/ c. • • • • • • • • OP) 2" DOMESTIC WATER LINE (E) WATER LATERAL TO REMAIN. (E) WATER LATERAL TO REMA IN. (E) WATER METER AND BACKFLOW DEVISE TO REMA IN. (E) WATER METER AND BACKFLOIN DEVISE TO 2A • yr II (E) WATER PIPELINE EASEMENT 1 t o 41 TO REMAIN. (E) EASEMENT FOR DRIVEWAY, DIAL BEFORE YOU DIG TOLL FREE • • -,t• DAYS BEFORE f; PM Date 6± GPM TREE :2RIF1 LIJ CO ORAF C SCALE 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 of County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district dnd USBR right of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed CVWD and USBR easements or Right —of —Way without first obtaining an encroachment permit from CVWD. Water Management Departme go cr.- agitation CC too Signature A 04/16/2016 Dote OF cl • His 411 • cip Clg cra TOWER MARKET #917 North Job No. 44 971- cehr en 0 99-16-08 Sheet No. L3.1 A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT 11 CONTRACTOR NOTE: I. INSTALLING CONTRACTOR IS TO CHANGE OR ADJUST EMITTERS TO TREES IF NECESSARY TO INSURE PLANT MATERIAL IS NOT BEING OVER OR UNDER I/MATERED THROUGH PLANT ESTABLISHMENT PERIOD. GENERAL IRRIGATION NOTES I. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. THE SPRINKLER SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAX IMLM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT THE METER OR POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO GONSTRUGTION REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. THIS DESIGN 15 DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. S. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO ALLOW FOR NO OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 6. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT CBSTRUGTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENGES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. q. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL NI RE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 10. DO NOT INSTALL ELECTRICAL CONTROL VALVES IN LAWN AREAS EXTEND PRESSURE MAINLINE PIPING TO NEAREST GROUND COVER/SHRUB AREA AND INSTALL ELECTRICAL CONTROL VALVE WITHIN THE GROUND COVER/SHRUB AREA GitL of Fc I Ar desert 1_ondscooe Irsoection 6chec ule I) Plant Material (trees S shrubs) a. Condition b. Type c. Placement 2) Ground Cover (decomposed granite) a. Type b. Depth and spacing c. Compaction 3) Final a. Irrigation: Valves boxes and wiring i) Controller operation and schedule in) Sprinkler,. bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall DRIP EMITTER LEGEND PALMS SYM. NAME Washingtonia hybrid California Fan Palm MEDIUM SHRUBS WATER USAGE EMITTER 5IZE M .5 (4) PG-10-1032 SYM. NAME Eremophila maculota 'Valentine' Red Emu Bush Leucophyllum laevigatum Chihuahuan Sage Leucophyllum langmaniae Rio Bravo' Texas Ranger SMALL SHRUBS SYM. NAME Lantana x. 'New Gold' New Gold Lantana Nassella tenuissima Mexican Feather Grass Santolina virens Green Lavender Cotton ACCENTS SYM. NAME Agave Desmettiana Agave Agave geminiflora Twin Flowering Agave Agave parryi Parry's Agave Aloe x 'Blue Elf' Blue Elf Aloe Echinocactus grusonil Golden Barrel Cactus Hesperaloe parviflora Red Yucca VINES SYM. NAME �-- WATER USAGE L .2 L .2 L .2 WATER USAGE M.5 L .2 L.2 WATER USAGE EMITTER SIZE XB-IOPC-1032 XB-IOPG-1032 XB-I OPC-I032 EMITTER SIZE XB-20PC IO32 XB-IOPC-I032 XB-I OPG-I O32 Galllandra haematocephala Pink Powder Puff (North it East Exposures) PIPE SIZE 1/2" 3/4" I" I-1/4" I-I/2" 2" \G G cm L .2 L .2 L .2 L .2 L .2 L .2 WATER USAGE M.5 ART MAX. ALLOWABLE FLOW 5 GPM IO GPM 16 GPM 26 GPM 35 GPM 55 GPM EMITTER SIZE XB-IOPG-1032 XB-IOPG-1032 XB-IOPC-I O32 XB-I OPG-I O32 XB-I OPC-I O32 X5-1 OPG-I O32 EMI I I tR S17F XB-20PC-1052 IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. ■ DRIP ZONE A RAINBIRD RAINBIRD PC-10-1032 PC-00-1032 RAINBIRD ESP-SMT RAINBIRD xcZ-15 DESCRIPTION DRIP EMITTER FOR PALMS DRIP EMITTER FOR SHRUBS NOZZLE RADIUS FLOW PSI 30 30 DETAIL 'K' - L4.1 DETAIL 'J' - L4.1 ESP-SMT-SMART CONTROLLER SYSTEM W/ ESP-SMT WEATHER SENSOR MOUNTED ON ROOF EAVE PER MANUFACTURER'S SPECIFICATIONS. SIZE AS NECESSARY. REFER TO IRRIGATION DETAIL SHEET. (DETAIL 'A'). CONTRACTOR TO PROVIDE RAINBIRD LXMMSS WALL MOUNT CONTROLLER ENCLOSURE. ELECTRIC EMITTER CONTROL DRIP VALVE ASSEMBLY. 3/4' Dv VALVE. REFER TO DETAIL SHEET. (DETAIL 'EV) N NIBCO T-585-10 BALL vALVE (LINE SIZE)t TO BE INSTALLED AT ALL SINGLE VALVES AND/OR VALVE GROUPINGS. VALVES ARE TO BRANCH -OFF MAINLINE COURSE AND ISOLATED VIA GATE VALVE. REFER TO IRRIGATION DETAIL SHEET. ( DETAIL 'C' ) 0 FV [kw ES MEM L M RAINBIRD API HUNTER HUNTER 44LRC FCH-L FHT MODEL ICV-IOIG HFS-IOC WITH FGT-IOC LOCKING QUICK COUPLER VALVE WITH 44K TO LOCK AND UNLOCK REFER TO DETAIL SHEET. (DETAIL 'D') AUTOMATIC FLUSH VALVE. REFER TO IRRIGATION DETAIL SHEET. (DETAIL 'E') I" MASTER CONTROL VALVE, NORMALLY CLOSED I" FLOW SENSOR WITH RECEPTACLE TEE, INSTALL PER MANUFACTURER'S RECOMMENDATION AND WIRE TO CONTROLLER PRESSURE MAINLINE PIPING USE SCHEDULE 40 (CLASS 315 FOR PIPE LARGER THAN 27- SIZE A5 NOTED DRIP ZONE BOUNDARY NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200 PIPE SLEEvING FOR CONTROLLER WIRES, PRESSURE AND NON -PRESSURE LATERALS TO OCCUR UNDER ALL MAJOR HARDSCAPE. SEE DETAIL IRRIGATION DETAIL SHEET. C DETAIL 'H' ) IRRIGATION POINT OF CONNECTION TO NEW 3/4' WATER METER AND I' RP SACKFLOW PREVENTER PROVIDED AND INSTALLED BY CVWD. INDICATES FLOW IN GALLONS PER MINUTE INDICATES CONTROLLER NUMBER INDICATES ELECTRIC CONTROL VALVE SIZE INDICATES IRRIGATION ZONE TYPE VALVES AND LATERALS/MAINLINE ARE SHOWN IN HARDSCAPE FOR CLARITY PURPOSES ONLY. VALVES ARE TO BE INSTALLED IN PLANTER BED AREAS. NO PIPE TRENCHING SHALL OCCUR OUTSIDE LOT LINE BOUNDARIES AT ALL VALVE GROUPINGS AND SINGLE VALVE LOCATIONS, CONTRACTOR SHALL EXTEND MAINLINE 24' BEYOND LAST VALVE TO ALLOW FOR ANY FUTURE VALVE ADDITIONS. MAXIMUM ALLOWABLE WATER BUDGET MWA 57.01 x 0.45 x 31070 USAGE CALCULATIONS Low Drip - Shrub Trees & Ground Cover Areas ET per year 57.01 x 0.2 x Moderate Drip - Shrub, Trees & Ground Cover Areas ET per year 57.01 x 0.5 x 1074 TOTAL ESTIMATED ANNUAL WATER REQUIRED DIAL BEFORE YOU DIG TOLL FREE E RT TNA WORKING DAYS BEFORE YOU DIG rs TOWER MARKET 4917 ZONE 1 x 0.62 / 748 65 CCF 1996 x 0 62 / 748 / 0.90 x 0,62 / 748 / 0.90 CCF EWU // /s BY CEA FRT Date 1-800-227-2600 CVWD Plan # I, 20.96 28.20 49.15 These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Sectiom.65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City of County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district dnd USER right of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in: CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Aate Management Deeparrtme. Hno opmen>rvi Department Sc. cra rrre in cv 2 Cr IC an To o4. a \..NNDSCgp CFO SNEPARD 4i e• E.aeawn ti RarC1, 31, ]017 ry -J Signature O9/16/2OI6 Dote OF CO 9 0'0 N re- Acc 0 I cip H C Z a 0 North Job No. 99-16-08 Sheet No. of L4.1 A PUBLIC SERVICE UNDERGROUND SER I L I43444 LEGEND I. FINISH GRADE. 2. PALM TREE 3. RAINBIRD PFR-FRA 12" POLYFI FX RISERS WITH ADAPTER 4. RAINBIRD PG-10-1032 PRESSURE COMPENSATING EMITTERS. REFER TO EMITTER CHART FOR QUANTITY OF EMITTERS 5. EDGE OF ROOT BALL 6. LATERAL LINE 4 FITTINGS. (SGH. 40) SIZE AS REQUIRED 1. PVC. SGH. HO THREADED NIPPLES SECTION VIEW PLAN VIEUJ PROVIDE WATER BASIN I1-"I 111- 1 �111� © 111111 H111111 © 11111111 111-1 1 ,III I I I I I 111111111111111111- i=�(- DRIP EMITTER FOR PALMS IN SHRUB AREAS N.T.S. LEGEND I. LEGEND D ISTANGE SHALL BE A MINIMUM OF 6". ALL SLEEVES SHALL MEET THIS REQUIREMENT INCLUDING THOSE WHICH ARE D 1 AGRAMATIGALLY SHOWN SHORT OF THE DISTANCE ON PLANS. 2. 12" MINIMUM. 3. EDGE OF HARDSCAPE. 4. SCHEDULE 40 SLEEVE. 5. FINISH GRADE. NOTE: ALL SLEEVES SHALL BE TWICE THE SIZE OF THE INTERNAL OBJECT, OR AS NOTED ON PLANS. • II1II -III-I l rl i fdj i t_Lfl i _�-II-II�{I II IIIII rF F=Tr_I I I 'I I t LIT I pl I ITI1 p11 1 i """IHT 111- I„ dal CSLEEVING N.T.5 I. ELECTRIC DRIP EMITTER CONTROL VALVE ASSEMBLY. 2. EMITTER (SEE DETAIL FOR ASSEMBLY) 3. AUTOMATIC FLUSH VALVE. 4. DRIP LATERAL - PVC CLASS 200 PIPE. 5. HEADERBOARD EHM J EXAMPLE DRIP EMITTER LATERAL SYSTEM N.T.S. LEGEND (SHRUBS) 4 I, RAIN BIRD XERI BUG' EMITTER (51ZE AS NOTED ON EMITTER LEGEND) 2. BOWSMITH 12" POLY FLEX RISER 3. FINISH GRADE. 4. PVG FITTING (5 x 5 x 1/2" FI PT). 5. PVC PIPE (DEPTH PER SPECIFICATIONS). NOTE: SEE EMITTER CHART FOR SIZE AND QUANTITY OF EMITTERS. GODRIP EMITTER ASSEMBLY IJ TS (FOR SHRUBS AND GROUND COVERS) PLAN LEGEND I. 10" ROUND VALVE BOX WITH GREEN BOLT - DOWN COVER - HEAT BRAND "GOV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. 3/4" CRUSHED ROCK. 6" DEPTH. 4. BRASS NIPPLE. (LENGTH AS REQUIRED) 5. BRASS 90 DEG. ELL. 6. MAINLINE PIPING. 7. MAINLINE FITTING. S. BRASS 90 DEG STREET ELL. 9. BRASS NIPPLE - 6" LONG. 10. QUICK GOUPLING VAVLE. II. WALK OR CURB. * I" IN LAWN AREAS. 2" IN SHRUB AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. QUICK COUPLING VALVE - IN BOX 1%I.T.S. III=IIIIIIII111 LEGEND I. BROOKS #1100 IO"xl0" ROUND VALVE BOX. HEAT BRAND "FV" ON LID IN 2" HIGH CHARACTERS. R.S.M. QCV_STD 2. FINISH GRADE. 3. CHRISTY'S I.D. TAG. (SEE NOTES). 4. 3/4" CRUSHED ROCK. 6" DEPTH. 5. API AUTOMATIC FLUSH VALVE FCH-L-FHT S. SMT (3/4" MHT BY SPIN LOG). T. DRIP TUBE. 8. SGH 40 STREET ELBOW. 9. PVC PIPE. 10. 5 I/2" MA * I" IN LAWN AREAS. 2" IN SHRUB AREAS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. CAUTOMATIC FLUSH VALVE N.T 5. g A\N • • � \ J 611 TRENCHING N T.S. LEGEND I. NON -PRESSURE LATERAL LINE PIPING. 2. PRESSURE MAIN LINE PIPING 3. CONTROL WIRES - TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN LINE. 4. PROVIDE 2" DEPTH OF GLEAN BAGKFILL. 5. SEE IRRIGATION SPECIFICATIONS FOR BACKEILL AND COMPACTION REQUIREMENTS. 6. FINISH GRADE. * MINIMUM BAGKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3 AND LARGER 1S" FOR PIPE 51ZE5 2 1/2" AND SMALLER. PROJECT TRCH_STD • • • • • • • • • • • • • • • • • • • • • • • LEGEND I. AUTOMATIC SPRINKLER ENCLOSURE - MOUNT TO HALL PER MANUFACTURERS SPECIFICATIONS. REFER TO IRRIGATION LEGEND. 3. 2" PVG SCH. 40 CONTROL WIRE CONDUIT -GREY IN GOLOR 4. PAVING. 5. 2" PVC. LONG SWEEP ELL AND GONDUI T. EXTEND UNDER PAVING TO PLANTING AREA. 6. LOW VOLTAGE CONTROL WIRING 7. WALL et AUTOMATIC SPRINKLER CONTROLLER. INSTALL ALL 120 VOLT ELECTRICAL RING PER LOCAL C.9DE. N.T.S. WALL MOUNT A AUTOMATIC CONTROLLER (OUTDOOR) LEGEND I. MULCH BED 2. FINISH GRADE. 3. PVC. PIPE (DEPTH P PROJECT AC_OD_W 4. RAIN BIRD MODEL # XAGZ-015 XERIGATION CONTROL ZONE ASSEMBLY 5. WIRE CONNECTOR. 6. PILOT HIRE COMMON WIRE. 8. 3/4" CRUSHED RocK. 10. 12" x IS" RECTANGULAR VALVE BOX. 12 RECTANGULAR VALVE BOX W/ GREEN BOLT DONN COVER HEAT BRAND VALVE STATION NO. ON LID IN 2" H IGH CHARACTERS. 13. CHRISTY'S ID TAG - NUMBERED To MATCH DRAWINGS Tm XERIGATION CONTROL ZONE IN VALVE BOX BALL VALVE N.T.S. li ‘EIRT1 EThi 449 oo 00 LEGEND BROOKS #1100 10"x10" ROUND VALVE BOX WITH TAN IN VG AND GREEN IN TURF BOLT DOWN GOVER - HEAT BRAND "WATER VALVE" ON VALVE BOX COVER IN 2" HIGH LEI IERS. 2. FINISH GRADE. 5. NIBCO 'T-585-70' FULLY FORTED BALL VALVE WITH HARD CHROME PLATED BLOWOUT -PROOF STEM. LENGTH A5 REQUIRED. 6. COMMON BRICK (2 REQUIRED). 7. 1" PVC, SRC 40 COUPLING, LYLE PRIMER AND GREY GLUE 2" CLEARANCE. PVG MAIN LINE PIPE. 2" IN SHRUB AREAS. These pions 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 of County). a Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right-of-way. Trees, plants, 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 CVVVD. a. tic') 0 train arr WIC revisions o 41 Cq CCI E North -f Job No 99-16-08 DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG A PUBUC SERVICE BY UNDERGROUND SERVICEA_ERT Date Water Management Departme iDevelopment,ervicieg Department L4.2 E of PALM DESERT DRIVE SOUTH SE gO o CVWD NOTES: • G CONVENIENCE MART • • e-5 S • • 't bI 0 I • • • L_'t4 L 3'. •w 2 a U• 2 3 F_ • • j - • • • • • • • • • • °D°✓ 00 °C 0°°v ° c O°°°°C • fr PROPERTY LINE • � u • V V 1- (° • f • r r • is • 4 it • Z r/ .I\? 0 U.�. TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. I — NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USER 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 USBRL EASEMENTS. NO CONFLICTING UTILITIES IN PROJECT AREA (E) 12" WATER LINE PER GVWD DWG. NO. '1388 V , 1 (P) CVWD EASEMENT sS - 10"Ss 110"s5 1-61' Va- 10"SS • cc ec Fr CC CC L L_ L 10"SS 10•'SS • • I' 25'-0' I, I' 3 tL I— — WI • • r• • • d o 1 • R• ;I q:. • v. I .a • I. I. at •r.. a• • • •• >a...1' -� r � • .ISi�ANC�• - • n•_ • • •. • - •• G a. • LdeI. • • • MI :. 7 \\ ro • ,.• ,. • • (P) 4" SEWER LINE (E) 35'x50' RECIPROCAL INGRESS/EGRESS EASEMENT (P) 2" DOMESTIC WATER LINE (E) WATER LATERAL TO REMAIN. ikk L 10"SS N / Tif" W 171 v� (E) WATER LATERAL TO REMAIN. (E) WATER METER AND BACKFLOW DEVISE TO REMAIN. (E) WATER METER AND BACKFLOW DEVISE TO REMAIN. 10"ss 10"SS (E) EASEMENT FOR DRIVEWAY, PARKING, AND UTILITY PURPOSES 7 ( ( N 7 /r • O • N 0 PROPERTY LINE (E) WATER PIPELINE EASEMENT / Ae — " W — 1 lY W .3 J• MLINE R TO REMAIN. lei SS 1 ie • PLANT MATERIAL LEGEND PALMS SYM. NAME Woshinctonia hybrid California Fan Palm MEDIUM SHRUBS SYM. NAME Red Emu Bush Chihuohuan Sage Leucophyllum langmonlas 'Rio Bravo' Texas Ranger SMALL SHRUBS SYM. NAME WATER S IZE USAGE QUANTITY Skinned 18" at Base S IZE WATER USAGE QUANTITY 18 WATER S IZE USAGE QUANTITY Lantana x. 'New Gold' 5 gal. M .5 15 NON Gold Lantana Mexican Feather Gross Green Lavender Cotton AGGENTS SYM. VINES NAME SIZE Agave Agave gerninifloro 5 gal. Twin Flowering Agove Agave parryi 5 gal. Parry's Agave Aloe x 'Blue Elf' 5 gal. Blue Elf Aloe Golden Barrel Cactus Red Yucca Mexican Fence Post SYM. NAME F3ougoinvil leo 'Barbara Karst' Barbara Karst Bougainvillea (South West Exposures) Pink Powder Puff (North 8. East Exposures) INERT MATERIALS SYM. P. op DESCRIPTION WATER USAGE WATER SIZE USAGE 5 gal. DECORATIVE GRAVEL TO BE 'APAGHE BROWN' 5/8" CRUSHED AGGREGATE. AVAILABLE FROM DECORATIVE RUE3BLE: CALIFORNIA GOLD 1"-3". AVAILABLE AT SOUTHWEST BOULDER AND STONE 0160)342-5522 BOULDERS: DESERT SELECT. AVAILABLE FROM SOUTHWEST BOULDER AND STONE(760)342-5522 SOULDER SCHEDULE SYMBOL SIZE A 31xlix2' ± 1/2 ton 2'x2Pull t 1/4 ton QUANTITY 2 2 4 0 2 QUANTITY 12 2 4 12 10 QUANTITY 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 of County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district dnd USBR right —of —way. Trees, plants, walls and permanent structures at 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. • o q_, Expiration CC CC revisions OF Cie4 4. 0 L oo 1/43 ea PT ANTING PT, AN North Job No. 99-16-08 (E) 10" SEWER LINE 10'•SS 10•'SS 10 SS Io"JS 13 n at. -- - 10",S - pj DIAL BEFORE YOU DIG TOLL FREE )TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT Date CVWD Plan tbevAopment Department Sheet No. of L5.1 PLANTING NOTES E3efore any plants are planted, all planted areas are to have been graded in an acceptable manner to asssure positive drainage per the grading notes 2. Plant shrubs a minimum of 30" From all landscape light fixtures. 3. Remove all stakes from vines 4. Refer to planting details. S . Whenever possible, use plant materials acclimated to the Coachella Valley. • Landscape contractor when tying vines is to use a drill to establish the pilot hole to receive the red head portion of the molly. 1. When tying vines or espaliers, wires should be spaced as Follows: 1st (2) at 1'-6" apart from finish grade, the next (3) at I'-0" apart to mace the top wire at 6'-0" above finish grade. Wires should be a minimum of S'-0 long center on plants When vines or espaliers are closer than 10' apart, use a continuous wire between both plants. Provide Wire for future growth. O. Where circumstances permit, do not plant specimen trees closer than Four (4) feet From the edce or paving, headerboard, or roof lines. a 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 Commissioner's approval or denial. Plant material not conforming with quarantine laws may be destroyed and civil action tacen All plant material is subject to inspection at the discretion of the Agricultural Commissioner's office. All plant material must be Free from Red Scale (Aonidiella aurantii). 10. No shrubs are to be planted within 18" of hardscape, measured from center or shrub. City of Pclm Desert Lonosccoe Inspection So I) Plant Material (trees d shrubs) a. Condition b. Type c. Placement 2) Ground Gover (decomposed granite) a. Type b. Depth and spacing c. Compaction 3) Final a. Irrigation: Valves, boxes and wiring II) controller operation and schedule Ili) Sprinkler, bubbler and/or drip emitter type, Flow quantity per plant ecule b. c. Iv) Overall operation v) As built Tree staking Overall rate and 2. 3. 4. 5. 6. a s a a EXPANSION SHIELD BY 'RED HEAD' OR EQ. 1/4' PIA. BOLT Oa dt arc ep, Oa a eo cre e =j�`r. aoo��oagso g: 0 o Ce 0 FINISH SURFACE Ii1111 IIIIII 11�1-111111 IIIII—IIIII ! IIIII 4 GALVANIZED WIRE VINE TIED TO TRELLIS UJ/ RUBBER TIES FWALL SURFACE. o8 eeoQ a000�'g000 CCd NOTE: 1. WIRE TO BE PULLED TIGHT BEFORE FIXING IN PLACE VINE/ESPLALIER TIE DETAIL SCALE• NTS ICI • IIIIII-1111111 4 -0" 4 -0" II _ IIIII —' _ -IIIII=IIIIII_Illh -11111=III=IIIIII= SLOPED GRADE = 1r IIIII-IIIIII' IIII(-1111 LEVEL GRADE \ FINISH GRADE ALL CAVITIES AND VOIDS ARE TO BE BURIED FINISH GRADE ALL GAVMES AND VOIDS NOTE: ARE TO BE BURIED BOULDERS IN CLUSTERS ARE TO BE SET AT VARIED HEIGHTS TYPICAL BOULDE -a- PLACEMENT SCALE: NTS BOULDER NOTES a AO Boulders are specified in tons, with a cubic yard being equal to 1.7 tons as per information received from Desert Rock L Supply Installer is to be responsible to prevent any severe chipping or damage to boulders during the placement process. Boulders are to be placed using cables from a Loader Boom or a Boulder Placement Boom. Installer is to pay particular attention to how boulder is lifted to allow boulder to be spun in order to set boulder in its most desirable position. Boulder IS to ultimately be set to a minimum of 1/3 buried (See Detail). All cavities and voids near the bottom of the boulder areto be set below finish grade. I1I_I ff II II i f f�' 11 IIII_I11111 =IIIIII=IIIIII 1111111111111111 APPROX. 3 x ROO WALL 17 PALM TREE TRUNK DEPRESSED WATERING BASIN REMOVE FROM TURF AREAS DURING FINISH GRADING. ROOTBALL IN SHRUB AREAS SHOULD BE PLANTED EXPOSING I'? ABOVE GRADE. FINISH GRADE ROOTBALL BACKFILL WITH 100% NATIVE SOIL. P ALM TREE PLANTING DETAIL SCALE: N.T.S. IIIIII-IIII`• IIIII- • 7 111111111111111 E 1111:. IIII IIIII:= .. /-IIIIII 2X ROOT BALL WIDTH DEPRESSED WATERING BASIN TO REMAIN DURING PLANT ESTABLISHMENT PERIOD. BACKFILL MIX PER SPECS. FINISH GRADE PLANT PACKETS PER SPECS. SET PLANT ON UNDISTURBED NATIVE SOIL. FOR PLANT PIT SIZE REFER TO SPECS. NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS 9 EDGE OF ROOT BALL w/ WATER FROM HOSE. DO NOT CRACK ROOTBALL. S HRUB PLANTING DETAIL SCALE: NTS IIII (f=111111=11111I=IIIIII= IIIIII IIIII=IIIIII II Approx. 2x Root Boll width DEPRESSED WATERING BASIN TO REMAIN DURING PLANT ESTABLISHMENT PERIOD ROOTBALL SHOULD BE PLANTED SO AS TO EXPOSE 1"+/- ABOVE GRADE. BACKFILL MIX: - ALL DESERT SHRUBS AND TREES TO BE BACKFILLED WITH NATIVE SITE SOIL ONLY FINISH GRADE SET PLANT ON UNDISTURBED NATIvE SOIL. NOTE: - UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS g EDGE OF ROOT BALL w/ WATER FROM HOSE. DO NOT CRACK ROOTBALL. NATIVE SHRUB & TREE PLANTING SCALE• NTS. li DIAL BEFORE YOU DIG TOLL FREE j ITWO WORKING / DAYS BEFORE / YOU DIG 1.800-227.2600 A PUBLIC SERVICE BY UNDERGROUND SERVICEALERT • // /,s -/6 - Date CVWD Plan 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 of County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district dnd USER right—of—way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USER easements or Right —of —Way without first obtaining on encroachment permit from CVWD. Water Management 24 na evopment 5rvicifA Department a tow cs tlic) c� en • v ro ▪ 110 143 • CD al • 0 O re a U. 12««< N rn SEE PLAN TOWER MARKET #917 North Job No. PLANTING DETAILS & NOTES 99-16-08 Sheet No. L6.1 L43447 of RAVE SOUTH In in 13. r. to co LO'N VOLTAGE FIXTURE REFER TO PLAN FINISH GRADE 11111=IIIIII 111111= COMPACTED SUE GRADE * IIIII DUAL FIN SPIKE LOW VOLTAGE AIRING 1 J1 i A A CONVI_N MAR NC LM-I�CMv) (Eel . .• • • • m NOTE: PROVIDE 2' LONG MINIMUM WIRE COILED UNDER FIXTURE LOW VOLTAGE UPLIGHT SCALE: NTS CE IV) 0 C 00 0O� °o . 0 00° o_c .. <. .. .. ;LS a A. • r ♦ .. . • • I • 't\- 4 ELECTRICAL NO 1 S S` 44, _14 • • • • • • d. r • • • 41 a15i..AN • I. Electrician is to provide all necessary plans, specifications, and documents, etc. and obtain all required approvals and permits. 2. Unless otherwise provided by Contractor, electrician Is to size and circuit all electrical requirements shown or p ans. (i e lights, pumps, pool equipment, time clocks, irrigation controllers, etc.). Contractor Is to provide as bunts. 3. All materials and workmanship shall conform to all Governing Codes and Ordinances and acceptab e standards of practice. 4. Coordinate all work, especially sleeving, trenching and backfilling with irrigation concrete and masonry subcontractors as required. 5. Lighting contra lers Ail be located adjacent to irrigation controllers whenever possible. 6. Electrician is to confirm exact tree location so as to insure proper installation of light fixture as specified on lighting details. -1. All junction boxes without a light fixture will be put in o Carson box be ow grade. S. Junction boxes or walk lights are to be 6" to 8" above finish grade measured to the bottom of the box. These need to be 6" min. awoy from the edge of the concrete decking. Walk lights should be pointed downward. cf. Light fixtures to be located no closer than (10) ten feet from edge of pool or spa waterline per local and county codes. u� t 7 7 O 00o O LIGHTING LEGEND SYM. QTY. FIXTURE i 7 VISTA - MODEL # MR-16-IOf50-Z-GX-M NITH LN-35 EXN HATT 36° FLOOD LAME 1 VISTA - GTS SERIES TRANSFORMER - MODEL # GTS-1200-T-G • NOTES, REFER TO MANUFACTURER S='EGIFIGAT AND INSTALLATION. ' ON5 FOR • • I.a • I,• 1 COMMENTS PALM I k EE UP -LIGHT, NO SUBS-F. UNLESS APPROVED BY LANDSCAPE ARCHI I EGT. 1200 VIA f I TRANSFORMER KITH MULTI-SETTINS MECHANICAL 24 HOUR TIMER R= SIZINS SETBACK NOTES Locate light fixtures a min. of 4'-0" from edge of tree Locate light fixttres I'-O" from edge of pa ms At all times a conscious effort will be made to place light fixtures in planter beds instead of lawn areas. These measurements are superseeded only when field conditions warrant change by Landscape Architect. 0' &kAF ❑ = IO" • 10 20 C SCALE 40 I, 1 I DIAL BEFORE YOU DIG TOLL FREE 1 1 TWO WORKING / DAYE YouOU BEFORE 00 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT et p CD b 0 cal TOWER MARKET #917 North Job No. K H 0 99-16-08 Sheet No. L7 1