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FLP 2017-0001 Eisenhower Dr Island Remodel (06.08.2017)- GEM oft& DESERT --- June 8, 2017 Mr. Jake Cormier 4944 Eisenhower Drive La Quints, CA 92253 SUBJECT: FINAL LANDSCAPE PLAN 2017-0001: EISENHOWER MEDIAN Dear Mr. Cormier: The Design and Development Department has reviewed and approved your Final Landscape Plan for the Eisenhower Median. Attached are the approved plans for your records. The approved plans shall identify Coachella Valley Water District approval prior to inspection of final landscape work. The contractor is required to obtain an encroachment permit for the landscape work. Should you have any questions, please contact me at (760) 777-7062. Sincerely, Gabriel Perez Planning Manager —mow- 7 - 78-495 Calle Tampico La Quinta, CA 92253 760.777.7000 EISENHOWER MEDIAN 1 L 0 CY w 0 z w E M DEL ESINENHOWER DRIVE ETWEEN AVENIDA FERNANDO AND 50 TH AVENUE VICINITY & SITE MA WASHINGTON STREET LA QUINTA COUNTRY CLUB SITE OF REMODEL EISENHOWER DRIVE LA QUIN FNTRY LA QUINTA, CALIFORNIA RESORT w z w O Lf) SHEET INDEX SHEET NO. SITE DESCRIPTON IP -1 IP -2 IP -3 IP -4 IP -5 PL -1 PL -2 PL -3 PL -4 PL -5 IRRIGATION PLAN IRRIGATION PLANS IRRIGATION PLANS IRRIGATION LEGEND IRRIGATION DETAILS PLANTING PLANS PLANTING PLANS PLANTING PLANS PLANTING LEGEND PLANTING DETAILS REVISIONS 4/19/17 PER CITY BY JS JSA Landscape U 0 Q L Jcn 0 W 0 a O y • oO • yam QLi' u 5 U W CI 0 W rmict W> 0 OC W WU.� O� Z� (C3 (i) Z �u a CALIFORNIA LA QUINTA DRAWN BY: BM CHECKED BY: JS DATE: 1110117 SCALE: 0 JOB NO. OF SHEETS 10. 1 BEGINNING OF PROJECT 1 1 1 1 1 1 1 TIE NEW BUBBLERS FOR MED FAN PALMS TO THE EXISTING BUBBLERS FOR MEXICAN FAN PALMS. EISENHOWER DRIVE SEE IRRIGATION LEGEND ON SHEET 1-4 -1 1 1 1 1 EXISTING MAINLINE VERIFY AND LOCATION IN FIELD. MATCH LINE 1 1 'ERIFY SIZE ID. 1,11 :in 1 1- a E EXISTING MAINLINE VERIFY SIZE EISENHOWER DRIVE AND LOCATION IN FIELD. SEE IRRIGATION LEGEND ON SHEET 1-4 SCALE 1w -10' THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS, EFPR XPRESSED ONWTITTmS OJCECT ANDT OF MAYJSA NOT B1E REPRODUCED IN ANY WAY WITHOUT THE REVISIONS BY 3/23/17 PER CITY JS m. .; Signature t 06/13/18 x J/ Lanascape Hrcnite * Landscape Architecture • Irrigation Design * Site Planning �L. 73600 Heatherwood Dr. Palm Desert, Ca 92211 (760) 610-9873 `\ z 0 z as 0 J j CALIFORNIA LA QUINTA DRAWN BY: BM CHECKED BY: Js DATE: 1 /6/17 SCALE: 1" = 10'®0" 1 TIE NEW BUBBLERS FOR MED FAN PALMS TO THE EXISTING BUBBLERS FOR MEXICAN FAN PALMS. EXISTING VANDAL RESISTANT ENCLOSURE WITH EXISTING CONTROLLER. REPLACE EXISTING CONTROLLER. 0 I 0 1 1 1 2 3/; 1.06 EISENHOWER DRIVE EXISTING MAINLINE VERIFY SIZE AND LOCATION IN FIELD. SEE IRRIGATION LEGEND ON SHEET 1-4 LA QUINTA RESORT HOTEL ENTRY EISENHOWER DRIVE SEE IRRIGATION LEGEND ON SH :f ET I-4 EXISTING 3/4" WATER METER AND 1" BACKFLOW PREVENTER #00281641 NEW MASTER VALVE AND FLOW SENSOR jwv� 1 1 SCALEV - 10' THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY SSA LANDSCAPE ARCHITECTS USE ON THIS PROJECT AND MAY NOT HE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF DESIGN SSA ® 17 r/23/17 PER CITY REVISIONS BY Js W O W Z J mEN a LU 0 IU OC Ord ZF" Wp yZ Wa CALIFORNIA LA QU I NTA DRAWN BY: BM CHECKED BY: JS DATE: 1/6/17 SCALE: 1" ®. = 1 O._O.v JOB NO. P-2 OF SHEETS 1 1 1 1 1 ED IG AN TIE NEW BUBBLERS FOR MED FAN PALMS TO THE EXISTING BUBBLERS FOR MEXICAN FAN PALMS. EXISTING MAINLINE VERIFY SIZE AND LOCATION IN FIELD. amaNkaniiimXiniinnxis EISENHOWER DRIVE SEE IRRIGATION LEGEND ON SHEET 1-4 1 TIE NEW BUBBLERS FOR MED FAN PALMS TO THE EXISTING BUBBLERS FOR MEXICAN FAN PALMS. EXISTING MAINLINE VERIFY SIZE AND LOCATION IN FIELD. EISENHOWER DIVE SEE IRRIGATION LEGEND ON SHEET 1-4 Ntt 4 ts) 2 END OF PROJECT THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED HY ISA LANDSCAPE ARCHITECTS USE ON THIS PROJECT AND MAY NOT HE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF DESIGN ISA 0 17 REVISIONS BY 3/23/17 PER CITY JS Q) Q a U) -o0 0 rd CALIFORNIA LA QU I NTA DRAWN BY: BM CHECKED BY: JS DATE: 1 /6/17 SCALE: 1°' = 10T-0" JOB NO. P.3 OF SHEETS IRRIGATION_SCHEDUL SYMBOL MANUFACTURER/MODEL/DESCRIPTION qi* 4, ma, At, 1401 1402 1404 1408 Rain Bird 1800-1400 Flood Fixed flow rate (0.25-2.0GPM), full circle bubbler, 1/2" FIPT. SYMBOL MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZ-075-PRF Low Flow Drip Control Kit, 3/4" Low Flow Valve, 3/4" Pressure Regulating RBY Filter, and 30psi pressure regulator. 0.2gpm-5gpm. (g) Toro T-FCH-H-FIPT Flush Valve, plumbed to flush manifold at low point. • • qIP 0.5 1.0 2.0 Rain Bird XB -PC -1032 Single outlet drip emitter Single Outlet, Pressure Compensating Drip Emitters. Flow rates of 0.5gph=blue, 1.0gph=black, and 2.0gph=red. Comes with a 10-32 threaded inlet x barb outlet. SYMBOL MANUFACTURER/MODEL/DESCRIPTION j'MV) Buckner -Superior 3000 1" Normally Closed Brass Master Valve that Provides Dirty Water Protection and 3 -Way Solenoid Design. Available in 1", 1-1/4", 1-1/2", 2", 2-1/2" and 3" sizes. (BF) • Febco 825Y 1" EXISTING Reduced Pressure Backflow Preventer Rain Bird ESP12LXMEF-LXMM 12 Station Commercial Controller. Powder -coated Metal Cabinet. Flow Sensing Rain Bird FS -100-B 1" Flow Sensor for use with Rain Bird Maxicom, SiteControl, and ESP-LXD Central Control Systems. Brass Model. Suggested Operating Range of 2.0 GPM to 40.0 GPM. Sensors should be sized for flow rather than pipe size. Water Meter 3/4" EXISTING #00281641 Irrigation Lateral Line: PVC Class 200 SDR 21 PVC Class 200 irrigation pipe. Only lateral transition pipe sizes 1" and above are indicated on the plan, with all others being 3/4" in size. Irrigation Mainline: PVC Schedule 40 PVC Schedule 40 irrigation pipe. EXISTING voive c..:cwout Nurnber Vcve Size IRRIGATION NOTES: 1. THESE PLANS ARE DIAGRAMMATIC. 2. MAINLINE AND VALVES ARE SHOWN IN THE HARDSCAPE FOR CLARITY ONLY. PSI DETAIL 30 DETAIL H K J DETAIL A B REVISIONS BY • 3/23/17 PER CITY JS (t4i • gnature 06/13118 3,/ J3A\ Lanascape Arcnite * Landscape Architecture * Irrigation Design * Site Planning 73600 Heatherwood Dr. Palm Desert, Ca 92211 (760) 610-9873 r ;i111 Olt/ • THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY wrmour THE EXPRESSED WRITTEN CONSENT OF DESIGN JSA C 17 Iu LLI 41-1 ct CI> LLI 22 LIM UN 0 Et M Z la uJZ LA QUINTA DRAWN BY: BM CHECKED BY: JS DATE: 1/6/17 SCALE: 1 = 113%0" JOB NO. IP -4 OF SHEETS BRASS NIPPLE (TYP.) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PREVENTER GATE VALVE TEST COCK (TYP.) 4 PLACES STRAINER #40 MESH MONEL PRESSURE GAUGE TAP ELL (0-200 PSI) 2 PLACES (PLASTIC FACE) ELBOW (BRASS) BRASS NIPPLE UNION LINE— DISCHARGE PRESSURE SUPPLY NOTE: PVC SCH. 40 MALE ADAPTOR BRASS ELBOW RELIEF PORT FINISH GRADE BRASS ELBOW FLOW PRESSURE SUPPLY LINE INTAKE 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12" FROM WALLS, BUILDINGS, ETC. 2. ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1) COAT RED LEAD PRIMER AND ONE(1) COAT PAINT AS SELECTED BY ARCHITECT 3. WHEN UNIT IS NEXT TO BUILDING, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE 4. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED BY C.V. W. D. IN ACCORDANCE WITH LOCAL CODES. vat asypy A •4, • LLLI U—U BOX TO BE PLACED AT RIGHT ANGLES TO HARDSCAPE EDGE VALVE SEQUENCE TO BE PAINTED ON EACH BOX APPLIED ENG.(OR EQUAL)12"x18" PLASTIC BOX & COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. 04' CONNECT WIRES BY SOLDERING TOGETHER &— WATERPROOFING. USE AN UL APPROVED UNDERGROUND WIRE SPLICE KIT FINISH GRADE LAWN AREAS FINISH GRADE SHRUB AREAS X XX X X XX XX `;, "7. : x• XXXX .. .. oragetxx CURL TYPE EXPAN— SION LOOP( MIN. 24' ) PVC NON PRESSURE LINE FITTING PVC LINE PIPE SOLENOID el,FLOW ADJUSTMENT PEA GRAVEL (MIN. 3 CU. FT.) PVC SCH. 40 MALE PRESSURE SUPPLY LINE FITTING (SEE SPECIFICATION) LINE PIPE MIN. SCH 80 COMMON WIRE CONTROL WIRE NOTE: INSTALL CONTROL VALVES MINIMUM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. APPLIED ENG. (OR EQUAL) ROUND PLASTIC BOX & COVER. COVER MARKED: IRRIGATION GATE x x X X X X X X XX X X X ., X X X Gj�T-' X X X X X X X X X X X X X X X X X X X x X X 18" • • GATE VALVE -� PVC MALE ADAPTOR FINISH GRADE LAWN AREAS FINISH GRADE SHRUB AREA HANDWHEEL PRESSURE SUPPLY LINE (SEE SPEC.) PEA GRAVEL (MIN.2 CU. FT.) • BACKFLOW PREVENTOR NOTE: PROVIDE A 24" SETBACK ON CURB AND SIDEWALK ( WHERE APPLICABLE), PER C.V. W. D. AUTOMATIC CONTROLLER AUTOMATIC VALVE NORMAL HEIGHT 6" OR MORE EXCEPT FOR FLAT 0° NOZZLES TO BE 6" OR LESS. #8 VALVE BOX SPRAY HEAD 1/2" STREET ELLS FINISHED GRADE 1/2" STREET ELL PVC TEE HUNTER PRESSURE REGULATING WYE FILTER HUNTER ICZ-101/ICZ-101—LF DRIP VALVE PEA GRAVEL PVC LATERAL LINE PVC SCHEDULE 40 TEE OR ELL CLASS 200 PVC LATERAL PIPINGJ GATE VALVE STREET ELL TEE (THREADED OUTLET) ( ! ) ( ) )1)))(40.)( FINISH GRADE 4" THREADED NIPPLE ELL 12" THREADED NIPPLE STREET ELL QUICK COUPLER VALVE GENERAL INSTALLATION NOTES SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS AND STREETS, AND 24' IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF 12" DEEP. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH—LOC WIRE CONNECTORS. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. CONTRACTOR SHALL FLUSH ALL PIPE 'L,INES PRIOR TO INSTALLING SPRINKLER HEADS. 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI—DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. 11. CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18" INCHES. ALL SPRINKI.FRS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW IS PERMITTED ON HARDSCAPE. F ROTARY POP UP G BUBBLER HEAD H DRIP CONTROL ZONE KIT DRIP EMITTER LEGEND 1. HUNTER POINT SOURCE EMITTERS HE—T WITH 1032 THREADED BASE 2. HUNTER RR12—T RIGID RISER WITH THREADED BASE 3. MULCH BED. 4. FINISH GRADE. 5. PVC FITTING (S x S x 1/2" FIPT). 6. PVC PIPE (DEPTH PER SPECIFICATIONS). ❑ ❑ NOTE: ❑ INSTALL AT LOWEST OINT AND/OR AT END OF LATERAL PIPING AS NEEDED. FINISH GRADE PVC LATERAL LINE SEE PLAN FOR SIZE A.P. CEFCH FLUSHING END VALVE Y— FILTER RCV PRESSURE REGULATOR m-m-rT -III=III= 'IlH1EIII -III- EIIIv FILL BOX WITH 1/2" PEA GRAVEL END SELF FLUSHING VALVE 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13. 14. JSA LANDSCAPE ARCHITECTS SHALL APPROVE ALL INFIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 100% SPRINKLER COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY. JSA LANDSCAPE ARCHITECTS SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL. 15. JSA LANDSCAPE ARCHITECTS IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION IF THEY HAVE NOT BEEN RETAINED FOR INSTALLATION OBSERVATION. 16. LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR DETAILS, STANDARDS OF MATERIALS AND WORKMANSHIP. 1. SPECIAL NOTES SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL, A FENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT PROP—UP SPRINKLER SHALL BE INSTALLED ADJACENT TO ALL WALKS, DRIVES, PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN SHALL BE FLUSH AND IN SHRUB BEDS ONE INCH ABOVE GRADE. 2. CONTRACTOR SHALL PROVIDE ONE BUBBLER AT THE BASE OF EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. LAWN — GROUNDCOVER ANNUAL COLOR SHRUBBERY — POP—UP SPRAY SPECIFICATIONS TWO OR THREE INCH POP—UP BODY IN STANDARD TURF — THREE OR FOUR INCH POP—UP BODY FOR LOW GROWIN TYPES, FOUR OR SIX INCH POP—UP FOR TALLER — SIX OR TWELVE INCH POP—UP BODY SIX OR TWELVE INCH POP—UP BODY 0 0 — FLUSHING END CAP MAX WIDTH 12' 1. 0 0 MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 3/4" PIPE 1" PIPE 1-1/4" PIPE 0 TO 180 GPH 181 TO 360 GPH 361 TO 840 GPH 841 TO 1440 GPH INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. M TYPICAL EMITTER LAYOUT DETAIL LW REVISIONS BY CALIFORNIA LA QUINTA DRAWN BY: CHECKED BY: DATE: 1/09/17 SCALE; JOB NO. IP -5 OF SHEETS BEGINNING OF PROJECT EXISITING SIDEWALK EXISITING SIDEWALK EXISTING GRAVEL TO REMAIN FRACTU RED ROCK 6-8" DIA 1 1 1 1 EXISTING CONTROL VALVES TYP EISENHOWER DRIVE SEE PLANT LEGEND ON SHIEET PL -4 cz EXISITING SIDEWALK EXISITING SIDEWALK EX. MED FAN PALMS TO REMAIN TYP. FRACTURED ROCK 6-8" DIA EISENHOWER DRIVE SEE PLANT LEGEND ON SHEET PL -4 DG EX. MED FAN PALMS TO REMAIN TYP. FRACTURED ROCK 6-8" DIA co i 1 1 EX. FAN PALMS TO REMAIN TYP. SCALE -10' THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS. EPR USE ON ND FTBD PROJECT O ECT AND OF MAY JSA NOT B1E REPRODUCED IN ANY WAY WITHOUT THE tt- CALIFORNIA LA QUINTA DRAWN BY: BM CHECKED BY: JS DATE: 12/27/16 1 SCALE: 1" = 10T-0" JOB NO. PL -1 OF SHEETS EXISITING SIDEWALK • • EX. FAN PALMS TO REMAIN TYP. • • EX. MED FAN PALMS TO REMAIN TYP. 500° line of site • anamoieo EXISITING SIDEWALK • FRACTURED ROCK 6-8" DIA ® • • FRACTURED ROCK 6-8" DIA 3/4" GRAVEL ? EISENHOWER EXISTING CONTROL VALVES TYP RIVE SEE PLANT LEGEND ON SHEET PL -4 •_ 500° line of site • • EXISITING SIDEWALK 1 1 1 EXISTING GRAVEL TO REMAIN 1 w zI J H �I EXISTING WATER METER AND BACKFLOW #00281641 EXISTING MASTER VALVE EISENHOWER DRIVE LA QUI TA RESORT HOT L ENTRY SEE PLANT LEGEND ON SHEET PL -4 • • • 1 EXISTING CONTROLLER 1 w z H zI EXISITING SIDEWALK EXISTING GRAVEL TO REMAIN i 1 N THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF DESIGN JSA ® 17 REVISIONS BY 3/16/17 PER CITY .95 pAp� SW CqSfypF �.®�� o LLI r ` No. 401 ®� !gnatur@J "1 4 06/13/18 73600 Heatherwood Dr. Palm Desert, Co 92211 (760) 610-9873 1;7:IAr,: ' CALIFORNIA LA QUINTA 1 DRAWN BY: BM CHECKED BY: JS DATE: 12/27/16 SCALE: 1" = 10'-0" JOB NO. PL -2 OF SHEETS ( EXISITING SIDEWALK EXISITING SIDEWALK i 1 1 EXISTING CONTROL VALVES TYP FRACTURED ROCK 6-8" DIA 1 W I 1 1 IM W' Z IL J ~ I Uj Fa a I W � N FRACTURED ROCK 6-8" DIA EX. FAN PALMS TO REMAIN TYP. EISENHOWER DRIVE SEE PLANT LEGEND ON SHEET PL -4 EX. FAN PALMS TO REMAIN TYP. EXISITING SIDEWALK EXISITING SIDEWALK 1 W I 1 1 1 1 Deu FRACTURED ROCK 6-8" DIA DG FRACTURED ROCK 6-8" DIA DG EXISTING CONTROL VALVES TYP SEE PLANT LEGEND ON SHEET PL -4 EXISTING GRAVEL TO REMAIN 0 0 EISENHOWER DRIVE 0 1 SCALE 1" s 10' AVENIDA FERNANDO THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS EXPRESSEDUSE ON THIS PPROJECTOTT AND MAY YONOT BE REPPRODUJSA iID IN ANY WAY WITHOUT THE REVISIONS BY , 3/16/17 PER CITY JS 1 f U igna ure 06/13/18 ) JSA Landscape Archite * Landscape Architecture * Irrigation Design * Site Planning 73600 Heatherwood Dr. '. Palm Desert, Co 92211 (760) 610-9873 4. \ V u.i i,1�ii'I CALIFORNIA LA QUINTA DRAWN BY: BM CHECKED BY: JS DATE: 12/27/16 SCALE: 1" = 10'-0" JOB NO. PL -3 OF SHEETS Water Use Calculations EISENHOWER MEDIAN ISLANDS Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of plants by water use Very Low Low Mod High Total 0 Site Information 1 8755 0 0 0 0 • 240 98 , 0 ■ 338 % of Total Landscape 0.000 0.710 0.290 0.000 1.00 Maximum Applied Water Allowance Square Footage 0.00 6216.57 2538.43 0.00 Estimated Water Use Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro Spray 1 0.9 ' 0.00 1 Very Low Season Zone No. Eto Water Adj. Factor Total Sq. Ft. Conversion Factors MAWA 0.62 748 Conventional Landscape 1 57.01 0.45 1 8755 0.62 748 186.17 Recreational Turf 1 57.01 0.82 0 0.62 748 0.00 Fall -Winter TOTAL MAWA 186.17 Estimated Water Use Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro Spray 1 0.9 ' 0.00 1 Very Low Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 H. Eff. Spring 12.54 0.10 0.00 0.62 748 0.9 14.36 Summer 34.77 0.10 0.00 0.62 748 0.9 39.81 Fall -Winter 9.70 0.10 0.00 0.62 748 0.9 11.11 TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 1 0.9 " 6216.57 Drip / Bubbler / Micro Spray 2 Low Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.20 6216.57 0.62 748 0.9 14.36 Summer 34.77 0.20 6216.57 0.62 748 0.9 39.81 Fall-VUnter 9.70 0.20 6216.57 0.62 748 0.9 11.11 TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 65.28 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 1 0.9 " 2538.43 Drip / Bubbler / Micro Spray 3 Mod Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.50 2538.43 0.62 748 0.9 14.66 Summer 34.77 0.50 2538.43 0.62 748 0.9 40.64 Fall -Winter 9.70 0.50 2538.43 0.62 748 0.9 11.34 TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 66.64 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro Spray 1 0.9 ' 0.00 4 High Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.80 0.00 0.62 748 0.9 BOTANICAL NAME Summer 34.77 0.80 0.00 0.62 748 0.9 Century Plant Fall -Winter 9.70 0.80 0.00 0.62 748 0.9 5 gal TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Turf Rotors 1 0.8 ' 0.00 5 Combined Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.70 0.00 0.62 748 0.8 BOTANICAL NAME Summer 34.77 0.70 0.00 0.62 748 0.8 Century Plant Fall -Winter 9.70 0.70 0.00 0.62 748 0.8 5 gal TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Turf Rotors 1 0.8 " 0.00 5 Combined Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.70 0.00 0.62 748 0.8 BOTANICAL NAME Summer 34.77 0.70 0.00 0.62 748 0.8 Century Plant Fall -Winter 9.70 0.70 0.00 0.62 748 0.8 5 gal TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Spray 1 0.75 ' 0.00 4 High Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 0.80 0.00 0.62 748 0.75 BOTANICAL NAME Summer 34.77 0.80 0.00 0.62 748 0.75 Century Plant Fall -Winter 9.70 0.80 0.00 0.62 748 0.75 5 gal TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 1 1 " 0.00 Waterfeature 7 Moving Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 12.54 1.00 0.00 0.62 748 1 BOTANICAL NAME Summer 34.77 1.00 0.00 0.62 748 1 Century Plant Fall -Winter 9.70 1.00 0.00 0.62 748 1 5 gal TOTAL 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal 0.00 Estimated Total Water Use 131.92 Landsca a Documentation Packa • e Checklist EISENHOWER MEDIAN ISLANDS Tract or Parcel Number: Assessor's Parcel Number (AP N): Project Location: LA QUINTA, CA Landscape Architect / Irrigation Designer / Contractor NC JSA Landscape Architects 73600 Heatherwood dr., Palm Desert, Ca. Included in this Landsca•e Documentation Packa•e are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: Recreational Turf grass Landscape: Maximum Applied Water Allowance: X 3. Estimated Total Water Use by Hydrozone: Very Low Plant Hydrozones: Low Plant Hydrozones: Moderate Plant Hydrozones: High Plant Hydrozones: Turf grass Hydrozones: Recreational Turf grass Hydrozones: Annual Color Water Features: Estimated Total Water Use (ETVVU): X 4. ETWU < MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report 186.17 100 cubic feet per year 0 100 cubic feet per year 186.17 100 cubic feet per year 0 100 cubic feet per year 65.28 100 cubic feet per year 66.64 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 0 100 cubic feet per year 131.92 100 cubic feet per year I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: Applicant: Jim Shrope PLANT SCHEDULE MEDIAN ISLANDS PALM TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS 11.. Chamaerops humilis Mediterranean Fan Palm 24"box Mod 0.5 1 SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS AGB Agave bovicornuta Century Plant 5 gal Low 0.2 35 BL Bougainvillea x 'La Jolla' Bougainvillea 5 gal Mod 0.5 11 CLL Callistemon citrinus 'Little John' Dwarf Bottle Brush 5 gal Mod 0.5 22 DAG Dalea greggii Trailing Indigo Bush 5 gal Low 0.2 16 HP Hesperaloe parviflora Red Yucca 5 gal Low 0.2 117 LZ Leucophyllum zygophyllum 'Cimarron' TM Cimmeron 5 gal Low 0.2 24 MER Muhlenbergia capillaris 'Lenca' Regal Mist Pink Muhly 5 gal Mod 0.5 64 YUV Yucca aloifolia 'Variegata' Variegated Spanish Bayonet 5 gal Low 0.2 48 DG 3-6"DIA HICKORY CREE < FRACTURED ROC BRIViESTOME DECOMPOSED GRANITE 3" T ICC • 2'-3'DIA DESERT SELECT BOULDERS ALL BOULDERS TO BE LOCATED IN THE CENTER OF THE MEDIAN ISLANDS. BOULDERS TO BE BURIED 2/3. TURF REMOVAL 8,755 SO® FT® THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY JSA LANDSCAPE ARCHITECTS USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF DESIGN ISA © 17 REVISIONS BY 3/16/17 PER CITY JS ■ 11.. J' /LJ - e.v....VW W 9 Aye• ignature -i 1 , f 06/13118 . LJJN Lf 11 lC( * Landscape Architecture * Irrigation Design * Site Planning 73600 Heatherwood Dr. Palm Desert, Ca 92211 (760) 610-9873 rogNiZ W0 4 W � J Liu 0 z rms uJ CALIFORNIA LA QUINTA DRAWN BY: BM CHECKED BY: JS DATE: 12/28/16 SCALE: 1" = 10%0 JOB NO. PL -4 OF SHEETS