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HomeMy WebLinkAbout73450 DINAH SHORE DRIVE (CARMAX)ALAA 7/23/2018 2:27 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-00-T1.DWG CHAABANI 10aq DIAL BEFORE YOU DIG TWO WORK NG DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PROJECT INFORMATION PROJECT: PARCEL MAP WAIVER NO. 17-063 STREET IMPROVEMENT PLAN CARMAX AUTO SUPERSTORE NO. 6113 73-450 DINAH SHORE DRIVE PALM DESERT, CA 92211 PROJECT DATA: TOTAL LOT AREA: 184,259 SF (4.23 AC) DISTURBED AREA: 174,240 SF (4.0 AC) BUILDING TYPE: CAR SALES LOT BUILDING AREA: 6,841 SF (0.16 AC) PRIVATE LANDSCAPE AREA: 54,814 SF (1.26 AC) PUBLIC LANDSCAPE AREA: 9,407 SF (0.22 AC) FEMA FLOOD DATA: FLOOD ZONE: X PANEL: 06065C1595G, DATE: 8/28/2008 ZONE DEFINITION: AREA OF MINIMAL FLOOD HAZARD TOPOGRAPHIC AND BOUNDARY SURVEY: SURVEY PERFORMED BY: MICHAEL BAKER INT'L. DATE OF SURVEY: 11/21/2016 APN AND LEGAL DESCRIPTION: APN: 694-060-012 LEGAL DESCRIPTION: PMW NO. 17-063, IN THE CITY OF PALM DESERT, CA; LOCATED IN THE NW QUARTER OF SECTION 29, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE MERIDIAN. CIVIL ENGINEER: CONTACT: MICHAEL SUTTON MICHAEL BAKER INT'L. 75-410 GERALD FORD DRIVE SUITE 100 PALM DESERT, CA 92211 PHONE: 760-346-7481 DIRECT: 760-341-6117 SOILS ENGINEER: CONTACT: DALE HAMELEHLE EARTH SYSTEMS GLOBAL 79-811B COUNTRY CLUB DR BERMUDA DUNES, CA 92203 PHONE: 760-345-1588 FAX: 760.345.7315 LANDSCAPE ARCHITECT: CONTACT: JEREMY FRANZINI MICHAEL BAKER INT'L. 75-410 GERALD FORD DRIVE SUITE 100 PALM DESERT, CA 92211 PHONE: 760-346-7481 IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA LANDSCAPE CONSTRUCTION PLAN PMW No. 17-063 • CarMax Auto Superstore No. 6113 73-450 Dinah Shore Drive, Palm Desert, CA 92211 OWNER: CONTACT: LANCE MASON CARMAX AUTO SUPERSTORE 12800 TUCKAHOE CREEK PARKWAY RICHMOND, VA 23238 PHONE: 804-747-0422 FAX: 804-935-6146 ARCHITECT: CONTACT: JOHN MCCALL, AIA PIEPER, O'BRIEN, HERR ARCHITECTS 3000 ROYAL BLVD SOUTH ALPHARETTA, GA. 30022 770-569-1706 STRUCTURAL ENGINEER: CONTACT: HAINES GIPSON & ASSOCIATES 1550 NORTH BROWN ROAD SUITE 100 LAWRENCEVILLE, GA, 30043 PHONE: 770-491-4550 FAX: 770-491-7750 REFERENCE DATA: ASSESSOR'S MAP BK 694 PG.06, RIV.CO; PM 24255, PMB 206/94-99, COC PM 24255 DOC#2005-0734669; R/S 5/11, 17/60; PMW #04-20; DOC#2004-0887571; R/S 40/69; G.O.Es DOC#2004-0868119, #2011-0338029, #2013-0423943, #25862 TO SCE; GRANT DEED DOC#2011-0348249; RES.#201•4-91 DOC#2014-0470272; RECIP.EASMT.AGREE. DOC#2005-0198254 BENCHMARK: P.D. NO. 134 ELEVATION: 234.216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH BASIS OF RFARINGS• THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBUSHED DATA SHEETS, BEING: S. 20'54'26.55' E. ENGINEER MARK I BY DATE REVISIONS RAMON DINAH Cathedral so City GERALD FORD H o FRANK \Rancho Mirage COUNTRY 474. Thousand Palms RD SHORE DR L a. GATEWAY GRAE /' Palm IINATRA DR 0 aI or \m CLUB DR Rre o o it a FRED WARING HWYI 111 IFAIRWA k ifr R i;IDR wl Indian Wells VICINITY MAP NTS CHRISTOPHER COLH BUS TRANSCONTINENTALIGHWAY T-'/ / /////%'/l 17 i / /(2 i�\ / i//I/0 ///0> / / ///i//// / �//,/, %;///%, /i V0// . /// ,, '„', // /7,: %•, /// .1 . //, /', 1 — I CITY APPR. DATE CU TOME EMPLOYEE SPARKING i VEHICLE. STAGING y 4 1 SALES i1' EHDuney 3 ~ MILE- Pi AVE La B Quinta r G 111 til 0 a Indio u/777 j7-1 '/ 7 / / / ; // '/ /7//,/i l 4i „ L. //////..1://///://122/ 1 77•1/.#7,/,', `w ,//,,,,;;%; DINAH SHORE DR KEY MAP NOT TO SCALE Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 • MBAKERINTL.COM c i •' L $' JEREMY SRANZINI I' DC. NO. 4514 • EXP. 6-30-19 IIILai�ll -_ CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY. BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 DATE 7/23/2016 DATE: REVIEWED AND RECOMMENDED BY: DATE PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE SHEET INDEX T-1 COVER SHEET L-1 PLANTING PLAN L-2 PLANTING PLAN LI-1 IRRIGATION PLAN LI-2 IRRIGATION PLAN CD-1 CONSTRUCTION DETAILS LD-1 PLANTING LEGEND, NOTES & DETAILS ID-1 IRRIGATION LEGEND, NOTES & DETAILS ID-2 IRRIGATION DETAILS CI; Y OF PALM 0e 1eRgf' Dc )GAF TPb7 'lil ' OF COMMUNITY Y r")L�wELOPMENT APPROVED BY: 10,cO has NO V7P.0. RES NO ^'7�1.0 ARAFR LETTER BY �C7 ARC ACTION BURN, CONSTRUCTION SHALL CCMME.NCE WITHIN ONE YEAR OP'HE 'APPROVAL ale APPROVED FINAL LANDSCAPE PACKAGE DATE 7/4/d REVIEWED BY: LANDSCAPE MANAGER•, 17.6- NOTE: 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. DATE CVWD Plan # TI 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 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 CVWD. 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'ON '0'd :NJVINHON39 0 0 12:131V 3OIAN3S 0Nn0NSJ30Nn A8 301AJ3s °nand V 009Z-LZZ-009-( 33ad 1101 DIG noA 38Od39 SAVO ONINHOM OMl WAD Sa3aln seIII 00 IJ dAl ' 4-a1133HS ,V, 11V13 1 r C `- aid a31aaV9 100U \ L dAl ' 4-a1133HS ,V, 11V130 aid a31UHVS loon :.•:.• r..-:.,,.:,• • 0 0 cal 010 no). 3aOd39 "1V1a 1:11 4:: Ir. irr, 11. 11. rr _...- ._ .. _ _ ----- 11:11111 11:1711111 mr -- • dir r- 143HCIO lSI1:1HO_ _w ALAA 7/23/2018 2: 59 PM ALAA 7/23/2018 2: 59 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-02-L2.DWG CHAABANI, TRANSC BUS _-_ OPHER COLUM WAY - _ •• - `FP IGH CHRIST ENTA►- H ONTIN = dmmld MAM • ' -- --_= -- - - Mm mm- - ----_ -- r m. -_-- - ----:." - djmdAdd • mmmmmmm DIAL BEFORE YOU DIG ; VEHICLE STAGING SERVICE TWO WORKNG DAYS BEFORE YOU DIG TOLL FREE —' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT mmm ST ss NN ST 07 cn SALES DISPLAY AREA ST BOULDERS (Typ) — DINAH SHORE DR BENCHMARK P D NO 134 ELEVATION: 234.216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS. THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54'26.55" E. ENGINEER MARK BY DATE MiaA PHASE 2 SALES REVISIONS B CITY APPR. DATE ffi tANDSC43 ���4\NI �F / SIGNATURE \1JUNE 30\ 2 0 Aft RENEWAL ET EWE OF CA&-. 4 N A ROOT BARRIER PER DETAIL 'A' SHEET LD-1, TYP. BOULDERS (Typ) Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 8'46-7481 MBAKERINTL.COM !T. i1�1'nr' v;'l1)i{Y'V JEREMY FRANZINI 1 LIC. NO. 4514 * EXP. 6-30-19 HARDSCAPE LEGEND • DECOMPOSED GRANITE PALM SPRINGS GOLD ROCK MULCH ARIZONA COBBLE BOULDERS (Typ.) DESERT SAND KEY MAP NOT TO SCALE DESCRIPTION 3/8" MINUS DECOMPOSED GRANITE TAN W/ 11% FINES, WETTED AND COMPACTED TO FINAL 2" DEPTH 1.5"- 3" ROUND RIVER ROCK MULCH FROM SOUTHWEST BOULDER AND STONE 3"- 4" DIAMETER FROM SOUTHWEST BOULDER AND STONE SEE SHEET LD-1 FOR PLANTING LEGEND, NOTES, AND DETAILS 0 20 1"=20' 40 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 DATE 7/23/2018 DATE: REVIEWED AND RECOMMENDED BY: DATE 80 feet NORTH PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE QTY DETAIL 43,564 SF 12,287 SF 33 DETAIL 'A' SHEET CD-1 DETAIL 'B' SHEET CD-1 PLT DRAWING NO. 005 SHEET LD-1 NOTE: 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 USER EASEMENTS. DATE CVWD Plan # L These plans have been reviewed by the Coachella Valley Water Dist accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval encroach into district and USBR right -of way. Trees, plants, walls anc permanent structures of any kind may not be planted or installed in C and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. CITY OF PALM DESERT Water Management Supervisor Development Services Supervisor SHEET CARMAX - STORE NO. 6113 PLANTING PLAN Parcel 'A' of Certlflcate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE ar OF SHEETS CITY FILE NUMBER ALAA 7/23/2018 2:58 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-03-CD1.DWG CHAABANI, 1" • 1 1 :1- ;ti • • • I r r® STABILIZED DECOMPOSED GRANITE HOnITT 1 \ DIAL TWO WORKNG BEFORE DAYS BEFORE YOU DIG / YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2" THICK DECOMPOSED GRANITE WITH STABILIZER PER THE MANUFACTURER'S SPECIFICATIONS FINISH GRADE. EXISTING SUBGRADE. CONCRETE CURB/SIDEWALK BENCHMARK: P.D. NO. 134 ELEVATION: 234.216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,688 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54'26.55" E. N.T.S. ENGINEER MARK BY DATE 0 0 0 0 0 sir 1ft 4" THICK ROCK PER THE SPECIFICATIONS. FINISH GRADE. 90% MOISTURE COMPACTED SUBGRADE. FILTER FABRIC PER THE SPECIFICATIONS. STEEL EDGING PER THE SPECIFICATIONS. DECOMPOSED GRANITE PER DETAIL 'A' THIS SHEET. INSTALL 1" BELOW TOP OF STEEL EDGING. CONCRETE CURB/SIDEWALK FLUSH )16 JII Vie NOTE THE ROCK MULCH SHALL COMPLETELY COVER THE FILTER FABRIC SO THAT THE FABRIC IS NOT VISIBLE. ROCK MULCH REVISIONS CITY APPR. DATE 0 N.T.S. Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) '46-7481 MBAKERINTL.COM { 15101 .Opt/ JEREMY',PRANZINI (' 1.3C. NO. 4514 * EXP. 6-30-19 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 DATE 7/23/2018 DA1E REVIEWED AND RECOMMENDED BY: DATE PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE NOTE: 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 C D 0 INSTALLED WITHIN CVWD AND/OR USER EASEMENTS. These plans have been reviewed by the Coachella Valley Water District 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 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 CVWI and USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. DATE CVWD Plan # CITY OF PALM DESERT Water Management Supervisor Development Services Supervisor SHEET CARMAX - STORE NO. 6113 CONSTRUCTION DETAILS Parcel 'A' of Certificate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE OF SHEETS CITY ALE NUMBER ALAA 7/23/2018 2:45 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-04-LD1.DWG CHAABANI, CINCH TIES 111111=111111 III_ IIIII-= DATF. MARCH 2008 Signature on File LANDSCAPE MGR. CURB DATE: MARCH 2008 IIIII =IIIII= IIII'=IIIIII 111111 111111=III II=111111=_ 4 - 1111=11 2X ROOTBALL Mm- BACKFILL TO BE NATIVE SITE SOIL ONLY PEE LANDSCAPE DIVISION PI 24" MIN II IIIII 111111=IIIII=(IIIII-(IIIII____ �l DO NOT OVER TIGHTEN CINCH TIES, ALLOW TREE TO MOVE 2 1/1 4) LODGE POLE PINE TREE STAKE (2 EACH) MINIMUM 12" AWAY FROM EDGE OF ROOTBALL SET TOP OF ROOT CROWN AT FINAL GRADE DEPRESSED WATERING BASIN NAL GRADE • NATIVE UNDISTURBED SOIL I\ NOTES: FOR PLANT PIT SIZE REFER TO SPECIFICATIONS. IN TURF AREAS LEAVE A BARE AREA APPROX. 16" AWAY FROM TREE BASE IN ALL DIRECTIONS APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MULTI TRUNK TREES FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) STALLATICN IIIIIIII =1 IIIII=� SLOPED IPA CITY OF PALM DESERT DE LEVEL GPADE \OTES: FINISH GRADE SCALE NONE PLT DRAWING NO. CC1 ALL CAVITIES AND VOIDS ARE TO BE BURIED FINISH GRADE ALL CAVITIES AND VOIDS ARE TO BE BURIED ALL MEDIAN BOULDERS TO BE BURIED A MIN MUM 1/3 NOT TO EXCEED 12' FROM TOP OF CURB ALL BOULDERS TO BE A MINIMUM 24" FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN BOULDERS IN CLUSTERS TO BE SET AT VARIOUS HEIGHTS PER CITY APPROVAL BCULDEP INSTALLATICN Signature on File LANDSCAPE MGR. LANDSCAPE DIVISION Oda;ZAT DIAL BEFORE YOU DIG TWO WORK NG DAYS BEFORE YOU DIG TOLL FREE v' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF PALM DESERT SCALE. NONE PLT DRAWING NO. C05 BENCHMARK: P.D. NO. 134 ELEVATION: 234.216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54'26.55" E. ENGINEER MARK BY DATE 111111- IIII(111111 IIIII=_III II= 1111== 11111 =IIIII 1111111111 -111111=111111-111111- 111111 111111=111111=IIIII=IIIII DATE: MARCH 2008 Signature on File LANDSCAPE MGR. y 24" 2X ROOTBALL BACKFILL TO BE NATIVE SITE SOIL ONLY S OTES: DEPRESSED WATERING BASIN SET TO TOP OF ROOT CROWN AT FINAL GRADE FINISH GRADE NATIVE UNDISTURBED SOIL PLANT SHRUBS MINIMUM OF 3' FROM CURB IN MEDIANS, 3' FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WITH BUBBLER IRRIGATION ONLY) RUB I\ LANDSCAPE DIVISION PLAN VIEW SECTION VIEW STALLATIC NOTE: NO ROOT BARRIER INSTALLED IN THE CITY ROW. ROOT CONTROL BARRIER REVISIONS CITY APPR. DATE CITY OF PALM DESERT SCALE NONE PLT DRAWING NO. 902 CONCRETE CURB/PAVING EDGE PER CONSTRUCTION PLANS P LANTING AREA. CONTINUOUS ROOT BARRIER, 24' DEPTH, WITH RAISED DEFLECTOR FACING THE P LANTING AREA PER THE S PECIFICATIONS. LOCATE ADJACENT TO THE EDGE OF PAVING INSTALL 3" BELOW TOP OF CURB. TREE. P ROVIDE A MINIMUM OF 12' O F BARRIER ON EACH SIDE O F THE TREE TRUNK. 2' LAYER OF DECOMPOSED GRANITE. INSTALL 1 BELOW TOP OF CURB/PAVEMENT EXISTING SUBGRADE. INSTALL WHEN TREE IS WITHIN 8 OF CURB/PAVING EDGE AND WHEN SHOWN ON THE PLANTING PLANS. N.T.S. PLANTING LEGEND TREES BOTANICAL NAME ACACIA SALIGNA 0 0 o 0 0 0 o • o 0 0 � 00000000O000 SHRUBS a O 0 GD C PARKINSONIA FLORIDA PROSOPIS GLANDULOSA BOTANICAL NAME ACACIA REDOLENS 'DESERT CARPET' TM AGAVE PARRY! BACCHARIS X 'THOMPSON' CALLISTEMON 'LITTLE JOHN' CHRYSACTINIA MEXICANA CUPHEA LLAVEA 'BATFACE' DALEA CAPITATA 'SIERRA GOLD' DALEA FRUTESCENS 'SIERRA NEGRA' DALEA GREGGII DASYLIRION WHEELERI ECHINOCACTUS GRUSONII ENCELIA FARINOSA EREMOPHILA MACULATA 'VALENTINE' HESPERALOE PARVIFLORA TECOMA STANS VAR. ANGUSTATA LANTANA MONTEVIDENSIS COMMON NAME SIZE GOLDEN WREATH WATTLE 24"BOX BLUE PALO VERDE 24"BOX HONEY MESQUITE 24"BOX COMMON NAME SIZE DESERT CARPET PARRY'S AGAVE BACCHARIS DWARF BOTTLEBRUSH DAM IAN ITA BAT -FACED CUPHEA SIERRA GOLD DALEA BLACK PRAIRIE CLOVER TRAILING INDIGO BUSH GREY DESERT SPOON GOLDEN BARREL CACTUS BRITTLE BUSH SPOTTED EMU BUSH RED YUCCA YELLOW BELLS, ESPERANZA TRAILING LANTANA LEUCOPHYLLUM ZYGOPHYLLUM 'BLUE RANGER' CIMMERON MELAMPODIUM LEUCANTHUM RUELLIA PENINSULARIS SALVIA GREGGII 'SIERRA LINDA' TECOMA STANS WEDELIA TRILOBATA YUCCA WHIPPLEI HARDSCAPE LEGEND its DECOMPOSED GRANITE PALM SPRINGS GOLD ROCK MULCH BLACKFOOT DAISY WILD PETUNIA AUTUMN SAGE YELLOW BELLS WEDELIA CHAPARRAL YUCCA 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL QTY 9 22 14 QTY 35 WATER USE LOW LOW LOW WATER USE LOW 25 LOW 20 LOW 32 MEDIUM 15 LOW 9 MEDIUM 32 MEDIUM 37 23 12 24 15 LOW LOW LOW LOW LOW 24 LOW 34 LOW 110 MEDIUM 30 MEDIUM 111 LOW 39 LOW 9 LOW 9 MEDIUM 28 MEDIUM 16 MEDIUM 25 DESCRIPTION QTY 3/8" MINUS DECOMPOSED GRANITE TAN W/ 11 % FINES, WETTED/ COMPACTED TO FINAL 2" DEPTH IN ROW 43,564 SF 1.5"- 3" ROUND RIVER ROCK MULCH 12,287 SF ARIZONA COBBLE FROM SOUTHWEST BOULDER AND STONE BOULDERS (Typ.) 3"- 4" DIAMETER 33 DESERT SAND FROM SOUTHWEST BOULDER AND STONE PLANTING NOTES 1. LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS. LOW 2. THE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 3. ALL UTILITY AND DRAINAGE EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT ENTRY. 4. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO VERIFY THE EXACT LOCATIONS OF EXISTING UTILITIES TO ENSURE THAT THERE IS NO DAMAGE DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO REPAIR AND REPLACE ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. 5. ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THESE DRAWINGS AND THE SPECIFICATIONS. 6. PLANT QUANTITIES SHOWN ON THE PLANS AND LEGENDS ARE FOR THE CONTRACTOR'S CONVENIENCE IN ESTIMATING ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE PLANT MATERIALS FOR EACH SYMBOL SHOWN ON THE PLANTING PLANS. 7. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS MAY BE MADE AT THE DISCRETION OF THE CITY ENGINEER. 8. ALL PLANT MATERIAL SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE CITY ENGINEER PRIOR TO INSTALLATION. 9. ALL NURSERY TYING MATERIAL AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING. 10. ALL PLANTING AREAS AND AREAS THAT DON T HAVE ROCK MULCH SHALL RECEIVE A TWO INCH LAYER OF STABILIZED DECOMPOSED GRANITE PER DETAIL'A' SHEET CD-1 AND THE SPECIFICATIONS. 11. ROOT BARRIERS SHALL BE INSTALLED FOR ANY TREE WITHIN 8' OF CURBS, SIDEWALKS, OR PAVEMENT PER DETAIL 'A' SHEET LD-1 FOR A MINIMUM OF 12' IN EACH DIRECTION FROM THE TREE TRUNK WHERE INDICATED ON THE PLANTING PLANS. NO ROOT BARRIER INSTALLED IN THE CITY ROW. 12. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert CA 92211 Phone: (760) 3'46-7481 • MBAKERINTL.COM JEREMY FRANZINI I LIC. NO. 4514 * EXP. 6-30-19 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 7/23/2018 DAZE: REVIEWED AND RECOMMENDED BY: DATE DATE PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE DETAIL PLT DRAWING NO. 001 & DETAIL'A' THIS SHEET PLT DRAWING NO. 001 & DETAIL 'A' THIS SHEET PLT DRAWING NO. 001 & DETAIL 'A' THIS SHEET DETAIL PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. PLT DRAWING NO. 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET 002 THIS SHEET DETAIL DETAIL 'A' SHEET CD-1 DETAIL 'B' SHEET CD-1 PLT DRAWING NO. 005 SHEET LID-1 NOTE: 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 LD INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. 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 or County). 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 USER easements or Right -of -Way without first obtaining an encroachment permit from CVWD. CITY OF PALM DESERT Water Management Supervisor Development Services Supervisor CARMAX - STORE NO. 6113 PLANTING LEGEND, NOTES, & DETAILS Parcel 'A of Certrflcate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE SHEET OF SHEETS CITY FILE NUMBER ALAA 7/23/2018 2:45 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-05-LI-I.DWG CHAABANI, ST®PHER B COLUM HR ,- - �.I .� - -/iiil _ J_.. • RiOaq DIAL BEFORE YOU DIG ?1 TWO WORK NG DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: P.D. NO. 134 ELEVATION: 234.216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54'26.55n E. 200 ENGINEER MARK BY DATE us TRANS 99 DI DI 114 tf.: —�.�- 11 I' 0 LIZKI INENTAL HIGHWAY CUSTOMER/EMPLOYEE PARKING N REVISIONS CARMAX SIGN DINAH SHORE DR CITY APPR. DATE In—_-1Di _--.-__--I-- C cactl a: VEHICLE STAGING Nx.. II SALES r sc " L J INSTALL MAINLINE IN PLANTING AREA, (TYP) 2' I f Q /T Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 6-7481 • MBAKERINTL.COM JEREMY,FRANZINI UC. NO. 4514 " EXP. 6-30-19 -Vo -I L. _ r z m cn m rip cm N m m r 0 1"=20' 0i0//ir i/ 7//, d die/ 11/d ii�/ li 7 / // // /.'2' , /'%. '_- .. SEE SHEET ID-1 FOR IRRIGATION LEGEND, NOTES, AND DETAILS 20 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 DATE 7/23/201E1 _ DATE REVIEWED AND RECOMMENDED BY: DATE 40 80 feet PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE NORTH KEY MAP NOT TO SCALE 1 • NOTE: 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. DATE CVWD Plan # LII 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 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 USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. CITY OF PALM DESERT CARMAX — STORE NO. 6113 of IRRIGATION PLAN SHEETS Parcel 'A' of Certificate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE Water Management Supervisor Development Services Supervisor SHEET CITY FILE NUMBER J • ALAA 7/23/2018 2:44 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-06-LI-2.DWG CHAABANI, m - �=- --- •-- .---- -- ThSTOMThL HIGH TRANSG�NTINE coLWMgus ___ — — — _ 000 r - • VEHICLE STAGING ss SERVICE -SS DIAL`1 TWO WORK BEFORE DAYS BEFORE YOU DIG \ YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5$ ®-1001,®-1a- I m se/ i 4 ST I - 196 0 ,®— ��C -r- ti� • .—• Ian cula,— •A A A • • PHASE 2 SALES N SALES DISPLAY AREA DINAH SHORE DR i -- BENCHMARK: P.D. NO. 134 ELEVATION: 234 216' DATUM: NAVD88 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. _HASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION 'WIDC" AND CSRC STATION "P491" (POSITIONS PER CAUFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CAUFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS BEING: S. 20'54'26.55" E. ST r U, INSTALL MAINLINE IN PLANTING AREA, (TYP) ENGINEER MARK BY DATE 0 C1.54 03.40 15,0 F D 3 REVISIONS 114" .. 1l4'J i A A -a -En -1 FT.-_ Ir Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 3'46-7481 • MBAKERINTLCOM cdfll (NFU JEREMY.FRANZINI I' LIC. NO. 4514 * EXP. 6-30-19 0 1"=20' SEE SHEET ID-1 FOR IRRIGATION LEGEND, NOTES, AND DETAILS 20 40 CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 DATE 7/23/2018 DATE: REVIEWED AND RECOMMENDED BY: DATE 80 feet NORTH PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE KEY MAP NOT TO SCALE NOTE: 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. DATE CVWD Plan # L12 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 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 CVWD. CITY OF PALM DESERT Water Management Supervisor Development Services Supervisor SHEET CARMAX - STORE NO. 6113 IRRIGATION PLAN Parcel 'A' of Certificate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE OF SHEETS CITY FILE NUMBER ALAA 7/23/2018 2:43 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-07-ID1.DWG CHAABANI FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. PURPLE IN COLOR FLOW SENSOR, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP PVC MAINLINE PIPE PER SPECISIFICATION BRICK SUPPORTS PVC UNION PVC SCH80 NIPPLE - TYP. LANDSCAPE FABRIC (ALL AROUND SIDES AND BOTTOM) 3/4" ROCK 2 CUBIC FT. PVC SCH 80 FEMALE ADAPTER 2 REQUIRED PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. NOTE: SECTION VIEW - N.T.S. INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR AIR / VACUUM RELIEF VALVE CLEAN COMPACTED BACKFILL PAVING, BY OTHERS--,, UNDISTURBED SOIL LATERAL LINE IN SLEEVE SCH. 40 FOR PEDESTRIAN SCH 80 FOR VEHICLE CONTROL WIRES IN SCH 40 SLEEVES MAINLINE SLEEVE SCH 40 UNDER PEDESTRIAN PAVI MAINLINE SLEEVE SCH III 36" VEHICLE -1I12" PEDESTRIAN: FINISH GRADE SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB 3/4" AIR RELIEF VALVE: PER IRRIGATION LEGEND TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE PVC SCH 40 FEMALE ADAPTER PVC SCH 80 RISER BRICK (1 OF 2) PVC HEADER PIPE PVC SCH 40 TEE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL -(2� WARNING TAPES :36" VEHICLE ;N.:.;18" PEDESTR AN I I I II I1=I I I :.. 80 UNDER VEHICLE PAVING TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER DEPTH AS SHOWN OR ON CONCRETE SLAB FOR ON STRUCTURE INSTALLATION. SLEEVES THROUGH WALLS BY OTHERS. IIIIIIII I 6„,1 NTS NOTES: 1. SLEEVES SHALL BE TWO TIMES THE DIAMETER OF LATERAL LINE, MAINLINE, AND WIRE BUNDLE SIZE, AND A MINIMUM OF 2 INCH SIZE. INSTALL SEPARATE SLEEVES FOR EACH USE, PHONE LINE, CONTROL WIRING, GROUND WIRE AND ELECTRICAL POWER WIRES, ETC. 2. ALL WIRE SLEEVES SHALL HAVE A PULL ROPE REMAINING. MARK EACH SLEEVE FOR FUTURE USE WITH A SCORE MARK ON THE ADJACENT CONCRETE CURB. ALL WIRE SLEEVES SHALL EXTEND AT LEAST 24 INCH PAST THE EDGE OF THE PAVING. ALL WIRE SLEEVE ENDS SHALL BE SEALED USING AN AEROSOL FOAM. SLEEVE TRENCHING 110a2:-1T DIAL BEFORE YOU DIG )TWO WORK NG DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: P.D. No. 134 ELEVATION: 234.216' DATUM: NAVOBB 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS; THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION 'WIDC" AND. CSRC STATION "P491" (POSITIONS PER CALIFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54'26.55" E. -Ill-lI� I=.111 III-1I AUTOMATIC FLUSH VALVE WITH 1/2" FIPT INLET. PVC 3/4" MALE ADAPTER (MIPT X SLIP). PVC LATERAL LINE. REFER TO PLAN FOR SIZE. AUTOMATIC FLUSH VALVE a RCV MANIFOLD P L STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT 10" ROUND VALVE BOX. HEAT BRAND VALVE I.D. ON TOP OF LID IN 2" HIGH LETTERS. SUPPORT BRICK, TWO REQUIRED. FINISH GRADE. CRUSHED GRAVEL SUMP IRRIGATION MAINLINE SCH. 80 PVC TEE, SxSxT MAINLINE X MANIFOLD SIZE BALL TYPE ISOLATION VALVE SCH 80 PVC UNION MINIMUM 12" SEPARATION BETWEEN ALL VALVE BOXES REMOTE CONTROL VALVE SCH 80 PVC UNION IRRIGATION SUB -MAINLINE LATERAL LINE TO SPRINKLERS HARDSCAPE EDGE INSTALL MAINLINE 12" OFF O F HARDSCAPE EDGE BALL TYPE ISOLATION VALVE SCH 80 PVC UNION Q UICK COUPLER SWING JOINT QUICK COUPLER VALVE IN A ROUND VALVE BOX QUICK COUPLER MANIFOLD TO BE SEPARATE FROM RCV MANIFOLD LOW VOLTAGE WIRES, 3 MAXIMUM OUTER CASE OF CONNECTOR COWIRE CONNECTION ENGINEER MARK BY I DATE I REVISIONS CITY APPR. I DATE I NTS NTS IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL o TREE IRRIGATION SYSTEM WITH PRESSURE COMPENSATING INLINE DRIP EMITTERS (MAIN) © 9" 0.C. (LATERAL) © 9" O.C. - GPH IRRIGATION GSL-D OR APPROVED EQUAL - INSTALL PER CITY STD DRAWING N O 027. FLOW RATES OF 0.5 GPH EACH EMITTER (60 GPH MAXIMUM PER TREE) 0 1.o 2.0 ■ ■ NOT SHOWN I I BF� C FS) GPH IRRIGATION GSL-D DRIP EMITTER PRESSURE COMPENSATING DRIP EMITTER WITH 1/2" FIPT INLET AND 3/4" BARBED OUTLET, IN DESERT CAMO COLOR. FLOW RATES OF: 1.0 GPH (ONE EMITTER PER LOW WATER USE PLANT) 2.0 GPH (ONE EMITTER PER MODERATE WATER USE PLANT) RAIN BIRD XCZLF-100-PRE LOW FLOW, 0.2-10 GPM, WITH 1" LOW FLOW VALVE VALVE AND 1" PRESSURE REGULATING RBY ALTER AND 40 PSI PRESSURE REGULATOR. RAIN BIRD XCZ-100-PRB COM WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK -CHECK BASKET FILTER. 0.3 GPM TO 20 GPM. NETAFIM TL050MFV-1 AUTOMATIC FLUSH VALVE, 1/2" MALE PIPE THREAD INSTALL AT THE END OF EACH DRIP LATERAL LINE N ETAFIM 65ARIA075 3/4" MALE PIPE THREAD GUARDIAN AIR/VACUUM RELIEF VENT. INSTALL AT THE HIGHEST POINT OF EACH STATION. RAIN BIRD 33 DLRC 3/4" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. N IBCO T-580 S6 R 66 LL STAINLESS STEEL BALL VALVE SHUT OFF VALVE GRISWOLD 2230HE 1" PRESSURE REDUCING, NORMALLY CLOSED MASTER VALVE. EPDXY COATING. CAST IRON AND BRONZE MATERIAL. NPT END CONNECTION. LOW POWER SOLENOID. (ALL PIPE BETWEEN MASTER VALVE AND THE WATER METER SHALL BE METAL PIPE) ZURN 975XL-2 1" REDUCED PRESSURE BACKFLOW PREVENTER W/ PRESSURE REDUCING VALVE - INSTALLED BY CVWD IRRITROL RME18EG-B-T A 18 STATION CONTROLLER IN A LARGE PAINTED WALL MOUNT AND SURGE PROTECTION. INSTALL PER MANUFACTURER'S SPECIFICATIONS IN THE VALVE ROOM AT THE END OF THE SERVICE AREA. COORDINATE INSTALLATION WITH ARCHITECTURAL, ELECTRICAL PLANS AND OWNER REPRESENTATIVE. IRRITROL CL WIRELESS WEATHER SENSING SYSTEM. 100-RECEIVE AND TRANSMITTER KIT. OUTDOOR SENSOR, & RECEIVER ATTACHES TO CONTROLLER. MONITORS WEATHER DATA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CREATIVE SENSOR TECHNOLOGY FSI-T10-001 1" PVC TEE TYPE FLOW SENSOR W/SOCKET ENDS, CUSTOM MOUNTING TEE AND ULTRA -LIGHTWEIGHT IMPELLER ENHANCES LOW FLOW MEASUREMENT. 2 WIRE DIGITAL OUTPUT COMPATIBLE W/ALL IRRIGATION CONTROLLERS. FLOW RANGE: .86-52 GPM. 1" DOMESTIC WATER METER - INSTALLED BY CVWD IRRIGATION BACKBONE LATERAL LINE (FOR SHRUBS): PVC SCHEDULE 40 O NLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. IRRIGATION BACKBONE LATERAL LINE (FOR TREES): PVC SCHEDULE 40 ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE. mma IRRIGATION MAINLINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5 PIPE SLEEVE: PVC SCHEDULE 40 INSTALL WITH ALL PIPE/WIRE UNDER PAVEMENT, EITHER SHOWN OR NOT SHOWN ON THE PLANS. ALL SLEEVES TO BE MIN. 2x PIPE DIAMETER OF THE PIPE SLEEVED (WIRE SLEEVE SHALL BE 3"). PIPE SLEEVE S IZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. NOTE: ALL DRIP IRRIGATION PIPE CONNECTION TO BE THREADED PVC OR GLUED PVC. CRITICAL ANALYSIS PROJECT TYPE: NEW, PRIVATE TOTAL LANDSCAPE AREA' 43,564 SF P.O.C. NUMBER: 01 Water Source Information: CVWD Sky Mountain (435) Zone FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE - FIELD Static Pressure at POC: Elevation Change. Service Line Size: Lenath of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Multi -valve Flow: Flow Available at POC: Residual Flow Available: 1" 37.50 gpm VERIFY Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: Michael Baker INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 . MBAKERINTL.COM -- I JAW JEREMY FRANZINI (' UC. NO. 4514 * EXP. 6-30-19 7/23/2A19 DATE: 100.00 psi 5.00 ft 1 1/2" 20.00 ft 96.00 psi 33.00 gpm 37.50 corn 4.50 gpm All 30.00 psi 4.84 psi O .48 psi O .00 psi 13.00 psi 48.32 psi O .70 psi 7.04 psi O .00 psi 12.33 psi 6.02 psi 6.53 psi 80.94 psi 96.00 osi 15.06 psi CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: BO CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 REVIEWED AND RECOMMENDED BY: DATE DATE HYDROZONE LEGEND MEDIUM WATER USE PLANT W/ DRIP IRRIGATION LOW WATER USE PLANT W/ DRIP IRRIGATION LOW WATER USE TREE W/ DRIP IRRIGATION VALVE CALL OUT VALVE NUMBER •-�� VALVE FLOW (GPM) ®"'HYDROZONE NUMBER VALVE SIZE WATER USE CALCULATIONS MAXIMUM APPLIED WATER ALLOWANCE WAWA) - ZONE 5 MAWA = [(ETo)x(0.45)x(LA)x(0.62)]/748 = CCF MAWA = 83.34 x 0.45 x 43,564 x 0.62 /748 = 1,354 CCF ESTIMATED APPLIED WATER USE (EAWU) EMU =[(ETo)x(PF)x(LA)x(0.62)/(748)]/(IE) = CCF HYDROZONE AREA 1 (15,183 SF, 35% OF LANDSCAPE AREA): MODERATE WATER USE SHRUBS - DRIP IRRIGATION 83.34 x 0.5 x 15,183 x 0.62/748/0.9 = 583 CCF HYDROZONE AREA 2 (25,753 SF, 59% OF LANDSCAPE AREA): LOW WATER USE SHRUBS - DRIP IRRIGATION 83.34 x 0.3 x 25,753 x 0.62/748/0.9 = 593 CCF HYDROZONE AREA 3 (2,628 SF, 6% OF LANDSCAPE AREA): LOW WATER USE TREES - DRIP IRRIGATION 83.34 x 0.3 x 2,628 x 0.62/748/0.9 = 60 CCF TOTAL EAWU = 1,236 CCF (PROPOSED WATER USAGE IS LOWER THAN MAXIMUM WATER ALLOWANCE - PROJECT CONFORMS WITH REQUIREMENTS) PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE IRRIGATION NOTES 1. ALL IRRIGATION WORK SHALL CONFORM TO CITY OF PALM DESERT LANDSCAPE STANDARDS & WATER EFFICIENT LANDSCAPE ORDINANCE CHAPTER 24.4, THE COACHELLA VALLEY WATER DISTRICT ORDINANCE NO 1302.3, AND THE PROJECT SPECIFICATIONS. ALL WORK SHALL BE SUBJECT TO THE CITY INSPECTOR'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. 2. INSTALL ALL IRRIGATION EQUIPMENT PER ALL APPLICABLE LOCAL CODES AND ORDINANCES. 3. PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. 4. CHECK VALVES SHALL BE USED WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION SPRINKLER HEADS WHEN SYSTEM IS TURNED OFF. 5. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF OWNER REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 6. ALL MAIN LINE PIPES SHALL BE PRESSURE TESTED PER STANDARD IRRIGATION SPECIFICATIONS WITH THE VALVES INSTALLED. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NEEDED. IF ANY LEAKS DEVELOP, THE REPAIRS ARE TO BE MADE AND TEST REPEATED UNTIL THE SYSTEM IS PROVEN WATERTIGHT. THE CONTRACTOR IS TO CENTER LOAD THE PIPE AND LEAVE ALL JOINTS EXPOSED FOR INSPECTION. THE PRESSURE TEST SHALL BE OBSERVED AND APPROVED BY THE INSPECTOR. WHEN THE PIPE IS PROVEN WATERTIGHT AND ONLY THEN MAY THE LINE BE BACK -FILLED. 7. THE CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE "RECORD DRAWING" SHOWING ALL CHANGES TO THE ORIGINAL DRAWINGS AND EXACT LOCATIONS OF FACILITIES INSTALLED. BEFORE FINAL INSPECTION, THE CONTRACTOR SHALL FURNISH "RECORD DRAWINGS" TO THE PROJECT INSPECTOR. 8. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. THE CONTRACTOR SHALL PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER INSTALLED. THE CHART SHALL SHOW THE AREA IRRIGATED BY THE CONTROLLER AND SHALL BE THE MAXIMUM SIZE THE ENCLOSURE DOOR WILL ALLOW. THE CHART MAY BE REDUCED DRAWING OF THE RECORD DRAWINGS. THE CHART SHALL BE COLORED WITH THE DIFFERENT COLOR FOR EACH STATION. THE CHART SHALL BE LAMINATED. 9. THE CONTRACTOR SHALL PROVIDE TWO (2) INDIVIDUALLY BOUND SETS OF OPERATION AND MAINTENANCE MANUALS FOR CONTROLLER REMOTE CONTROL VALVES, SHUT OFF VALVES, QUICK COUPLER VALVES, AND ALL OTHER MECHANICAL DEVICES WITH MOVING PARTS USED IN THIS CONTRACT. PRESENT IN HARDBACK THREE RING BINDERS. 10. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY TO ENSURE FULLY OPERATION IRRIGATION SYSTEMS AS DETERMINED BY THE OWNER. 11. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. CONTRACTOR WILL BE REQUIRED TO HIRE A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR TO PROVIDE AN AUDIT REPORT TO THE OWNER ON THE NEW IRRIGATION SYSTEM IN CONFORMANCE WITH AB 1881 REQUIREMENTS. CONTRACTOR WILL ALSO BE RESPONSIBLE TO MAKE ANY RECOMMENDED REPAIR OR CORRECTIONS THAT RESULT FROM THE IRRIGATION AUDIT REPORT AT NO COST TO THE OWNER. 12_ IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. 13. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 14. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OR THE LANDSCAPE PLANS, IRRIGATION PLANS, OR LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 15. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTE: 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. 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 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 USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. DATE CVWD Plan # CITY OF PALM DESERT Water Management Supervisor Development Services Supervisor SHEET CARMAX - STORE NO. 6113 IRRIGATION LEGEND, NOTES, & DETAILS Parcel A' of Certdlcate of Compliance, PMW 17-063 73-450 AND 73-500 DINAH SHORE DRIVE OF SHEETS CITY FILE NUMBER ALAA 7/23/2018 2:43 PM H:\PDATA\162793\CADD\LARCH\DLV\162793-08-ID2.DWG CHAABANI DATE' MARCH 2008 FINAL GRADE II I I I IV////// NON PRESSURIZE[) LATERAL LINE 18"- 24" PRESSURIZE • • • Auvril MAIN LINE 11 NATIVE UNDISTURBED SOIL 14g. SINGLE STRAND CONTROL WIRE 2" OF CLEAN BACKFILL 6" NOTES: TAPE AND BUNDLE 14g. SINGLE STRAND CONTROL WIRE EVERY 10' FT. INSTALL ADJACENT TO PRESSURIZED MAIN LINE COIL 24" OF WIRE IN ALL CORNERS SEE IRRIGATION SPECS. FOR BACKFILL AND COMPACTION REQUIREMENTS MINIMUM BACKFILL DEPTHS FROM FINAL GRADE TO TOP OF MAINUNE IS' FOR PIPE SIZES 2 l/2" AND SMALLER 24" FOR PIPE SIZES 3" AND LARGER PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES NO ELECTRICAL CONDUIT TO BE PLACED IN IRRIGATION TRENCH TRENCHING DETAIL Signature on File LANDSCAPE MGR. I LANDSCAPE DIVISION DATE: MARCH 2008 Signature on File LANDSCAPE MGR. SHRUB/PLANT CRY OF PALM DESERT BUBBLER/EMITTER HEAD FINAL GRADE 6"-tan I (2) MARLEX STREET ELL LATERAL !NE FITTING 1 I SCALE: NONE —PVC SCH 80 NIPPLE NOTES: HEADS 2" TO 4" ABOVE FINAL GRADE EMITTER TO BE 6" TO 10" AWAY FROM EDGE OF ROOTBALL OR PLANTS/SHRUBS ON HIGH SIDE OF PLANT BUBBLER/EMITTER DETAIL LANDSCAPE DMSION CITY OF PALM DESERT '1110nEl T DIAL BEFORE YOU DIG \TWO WORK NG DAYS BEFORE YOU DIG TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STD DRAWING NO. 011 SCALE: NONE SID DRAWING NO. 024 �f CV PLAN SCH. 80 NIPPLE T.O.E. W/SS PVC COUPLING SCH. 40 PVC PIPE PVC SS 90' ELL SCH. 40 PVC PIPE CONTROL WIRE TO IpPVC SCH.40 PIPE( VALVES SECTION WATER PROOF WIRE CONNECTORS COL WIRE T ER SPECS _a;l5il ° Ir MAIN LINE FITTING W/SOLVENT WELD OUTLET a 0 ID TAG FINAL GRADE ITrirr — BRASS OR COPPER PIPE TO P.O.C. BY CVWD '----COMMON BRICK(4 REQ.) COMMON WIRE TO OTHER VALVES ON THE SAME CONTROI I FR NOTES: RAIN B RD GB SERIES ELEC. CONTROL VALVE OR APPROVED EQUAL RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER IN TURF AND TAN IN SHRUB BEDS 3/4" CRUSHED AGGREGATE HEAT BRAND VALVE STATION NO. ON LID 2" HIGH CHARACTERS ALL FITTINGS AND PIPE TO BE EITHER BRASS OR COPPER FROM POINT OF CONNECTION TO CONTROL VALVE ASSEMBLY CONTROL WIRES FROM CONTROLLER TO BE COLOR ORANGE UNLESS OTHERWISE SPECIFIED BY THE CITY OF PALM DESERT ALL CONNECTORS TO BE WATERPROOF DATE: MARCH 2008 MASTER VALVE ASSEMBLY DETAIL SCALE: NONE STD DRAWING NO. Signature on File 014 LANDSCAPE MGR. I LANDSCAPE DIVISION CITY OF PALM DESERT DRIP ZONE 0cP cP c4\ I O Q w e` 65 a w bTc,,Y77/vta Tr• tt• ip t w w (SEE NOTE) DATE: MARCH 2008 BACKBONE LATERAL PVC CLASS 200 PIPE DRIP LATERAL PVC CLASS 315 PIPIE . — BOUNDARY FOR DRIP VALVE ZONE NOTES: ELECTRIC CONTROL VALVE ASSEMBLY (DETAIL TO BE USED AS AN EXAMPLE ONLY) SHRUB EMITTER DETAIL (TYPICAL) DRIP ZONE DETAIL Signature on File I LANDSCAPE MGR. I LANDSCAPE DIVISION BENCHMARK: P.D. No. 134 ELEVATION: 234.216' DATUM: NAVDBB 2"BRASS DISK IN NORTHWEST CORNER OF ELECTRICAL VAULT ON THE WEST SIDE OF MONTEREY AVENUE, 3,888 FEET NORTH OF THE PCR NORTH OF DINAH SHORE DRIVE, 10 FEET WEST OF CURB FACE, FLUSH. BASIS OF BEARINGS.; THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN NGS STATION "WIDC" AND CSRC STATION "P491" (POSITIONS PER CAUFORNIA SPATIAL REFERENCE CENTER (CSRC), NAD83, EPOCH 2011.00) AS SHOWN ON THE CALIFORNIA SPATIAL REFERENCE CENTER PUBLISHED DATA SHEETS, BEING: S. 20'54126.55h E. MARK NGINEE BY DATE REVISIONS SCALE: NONE ( STD DRAWING NO. CITY OF PALM DESERT I 026 I CITY APPR. DATE SCH. 40 SCH. 40 PVC 45' ELL SECTION DATE: MARCH 2008 10" MIN. VALVE BOX FINAL GRADE. 1" COURUNG o • °a»9°: SCH. 80 NIPPLE TOE 00 m:°a n ::o° :08 BALL VALVE 3/4" CRUSHED AGGREGATE NOTES: VALVE BOX WITH TAN BOLT DOWN COVER -(GREEN IF IN TURF) HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. BRASS BODIED BALL VALVE FULL -PORT SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. SCH. 80 NIPPLE TOE W/SS PVC COUPLING COMMON BRICK (2 REQUIRED). PVC MAIN LINE PIPE. BALL VALVE ASSEMBLY DETAIL SCALE NONE Signature on File I LANDSCAPE MGR. I LANDSCAPE DMSION tee:.F °c O,c. cope \ MAIN A01 EMITTER LOOP 17'-Q" NTS DATE: MARCH 2008 Signature on File LANDSCAPE MGR. I LANDSCAPE DIVISION LATERALS (4) CITY OF PALM DESERT I Sm DRAW NG NO. 015 NOTES: PRESSURE COMPENSATING INUNE EMITTER (MAIN) 0 9"o.c. (LATERAL) 0 9"o.c. RAIN BIRD OR APPROVED EQUAL LATERALS TO BE EQU.A I SPACED 1O'FT. BEYOND MATURE TREE CANOPY (4) TOTAL. CLIP ENDS AND CAP FOR FUTURE EXTENSION IF NECESSARY SYSTEM TO INCLUDE A ALTER AND PRESSURE REGULATOR AT THE VALVE FILTER TO BE A MINIMUM OF 120 MESH AIR VACUUM RELIEF VALVE KIT TO BE INSTALLED INS ALLATION OF RELIEF VALVE KIT IS TO BE BELOW 50.1 TREE EMITTER Michael Baker INTERNATIONAL 75-410 Ge aid Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760)46-7481 • MBAKERINTL.COM H1Yij opt,. JEREMYFRANZINI (' LIC. NO. 4514 * EXP. 6-30-19 CITY OF PALM DESERT 7/23/2a1a DATE: SCALE NONE STD DRAWING NO. 027 WALK OR CURB. PVC SCH 80 NIPPLE (SIZE AS NEEDED) SCH. 80 PVC 90'STREET ELL DATE: MARCH 2008 Signature on File LANDSCAPE MGR. 12" MAX. 6" MIN. PVC PIPE FITTING L FINAL GRADE. 10" UD :a'>,.:4 u • QUICK COUPLING VALVE --t...s 3/4" CRUSHED AGGREGATE 61 MAIN LINE PVC PIPE SCH. 80 PVC 90' ELL NOTES: VALVE BOX COLOR GREEN IN TURF AREAS TAN IN DECOMPOSED GRANITE PLANTING BEDS HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS. USE IEFLON TAPE ON ALL MALE PIPE THREADS QUICK COUPLING VALVE LANDSCAPE DIVISION CITY OF PALM DESERT APPENDIX B SAMPLE WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and is a required element of the Landscape Documentation Package. PROJECT INFORMATION Project Name Carmax - Store No. 8888 Name of Project Applicant Jeremy Franz ini Landscape Architect Michael Baker International Palm Desert Title Company City Telephone No. Fax No. SCALE: NONE SW DRAWING NO. 017 (949)472-3415 (949)837-4122 Email Address Tfranzini@mbakerintl.com Street Address 75-410 Gerald Ford Dr, S#100 State CA Zip Code 92211 SECTION A. HYDROZONE INFORMATION TABLE Please complete the hydrozone 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 No. A A A Total 4,749112 1,S,8,10,14,13 216,3,11 *Plant Type Cst = Cool Season Turf WST = Warm Season Turf HW = High Water Use Plants MW = Moderate Water Use Plants LW = Low Water Use Plants CITY OF PALM DESERT DEPARTMENT OF PUBLIC WORKS APPROVED BY: B0 CHEN, P.E. CITY ENGINEER R.C.E. 64819, EXP. 6/30/2019 REVIEWED AND RECOMMENDED BY: DATE DATE Plant Types(s)* Irrigation Method** MW LW LW D D D **Irrigation Method MS = Microspray S = Spray R = Rotor B = Bubbler D =Drip O = Other PLAN CHECKED BY: CIVIL TRAFFIC LANDSCAPE Area % of Landscape (Sq. FL) Area 15,183 35% 25,753 59% 2,628 6% 43,564 100% I I I WATER PRMSMFWIf)11 4CONNECTOR ILIA C PLAN API all IS ONTROL WIRE IIr SECTION DATE: MARCH 2008 Sigpature on File LANDSCAPE MGR. COIL WIRE PER SPECIFICATIONS ri r _ wv 111141111 LTER 125 PSI COMMON WIRE NOTES: RECTANGULAR VALVE BOX W/GREEN BOLT DOWN COVER IN TURF AND TAN IN SHRUB BEDS HEAT BRAND VALVE STATION NO, ON UD IN 2" HIGH CHARACTERS 12" x 18" RECTANGULAR VALVE BOX ID TAG 0 0 °.. • u4 1"-2" • u �i FINIAL GRADE I • PVC PIPE (DEPTH PER DETAIL) 3/4" CRUSHED AGGREGATE FILTER MUST'MTHSTAND 125 PSI IF A SPECIFIC MANUFACTURER'S ASSEMBLY IS SPECIFIED, FOLLOW THAT MANUFACTURER'S SPECIFICATIONS (2) BRICKS FOR SUPPORT ELEC. CONTROL VALVE (DRIP) LANDSCAPE DMSION SCALE: NONE STD DRAWING NO. CITY OF PALM DESERT I 0 18 NOTE: NC 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. ID These plans have been reviewed by the Coachella Valley Water Distric accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with th local governing agency (City or County). 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 CV\ and USSR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Supervisor Development Services Supervisor SHEET CARMAX - STORE NO. 6113 OF IRRIGATION DETAILS SHEETS Parcel 'A' of Certificate of Compliance PMW 17-063 CITY FILE NUMBER 73-450 AND 73-500 DINAH SHORE DRIVE DATE CVWD Plan # CITY OF PALM DESERT