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HomeMy WebLinkAbout45400 LARKSPUR LANE (HOTEL PASEO) (2)J EL PASEO HOTEL APN: 627262011 LAKESPUR LN & SHADOW MOUNTAIN DR INDEX: CONSTRUCTION PLAN DIMENSION PLAN CONSTRUCTION DETAILS IRRIGATION PLAN IRRIGATION DETAILS PLANTING PLAN PLANTING DETAILS LIGHTING PLANS PALM DESERT MAINTENANCE SCHEDULE PALM DESERT VICINITY MAP: MONTERY AVE. COUNTRY CLUB FRED WARING CC 0 a (n tr fir ¢z EL PASEO SHADOW MOUNTAIN MESA DRIVE PORTOLA AVE. #HWY 111 I L-1.00-L-1.03 L-1.04 L-2 OO-L-2 03 L-3.00--L-3.04 L-4.00 L-5.00-- L-5.03 L-6.00 L-7.00 L-8.00 J WATER CONSERVATION STATEMENT: Landscape Documentation Package Checklist El paseo hotel Tractor Parcel Number: T5SR6E SEC 20 Assessor's Parcel Number (APN): 627262011 Project Location: East of Larkspur Ln & North of shadow mountain Dr Landscape Architect I Irrigation Designer / Contractor Na RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca. Included in this Landscape Documentation Package are: X Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: 226.64 100 cubic feet per year Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 226.64 100 cubic feet per year X 3. Estimated Total Water Use by Hydrozone: X Very Low Plant Hydrozones: 0 100 cubic feet per year Low Plant Hydrozones: 61.60 100 cubic feet per year Moderate Plant Hydrozones: 124.23 100 cubic feet per year High Plant Hydrozones: 0 100 cubic feet per year Turf grass Hydrozones: 0 100 cubic feet per year Recreational Turf grass Hydrozones: 0 100 cubic feet per year Annual Color 0 100 cubic feet per year Water Features: 3.09 100 cubic feet per year Estimated Total Water Use (ETWU): 188.92 100 cubic feet per year 4. ETWU<MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: 9/22/2016 Applicant: Ester Wanq Water Use Calculations El paseo hotel Site Information Zone No n T 1 Total Tree and Shrub Square footage I 10598 1 Total Lawn Square footage I 0 Total Annual Color Square footage I 0 Total Water feature Square footage I 60 Recreational Turf Square footage I 0 Number of tlants by water use Very Low 1 0 Low Mod Wgh Total Conventional Landscape Recreational Turf Zone No. 1 1 419 338 0 757 l 1 1 1 % of Total Landscape 0.000 0.554 0.446 0.000 1.00 Maximum Auolied Water Allowance Eto 57.01 57.01 Plant/Irrigation System Type: Drip / Bubbler 1 Micro Spray Season Spring Summer Fan -Winter TOTAL Zonal Eto Value 12.54 34.77 9.70 Plant Factor 0.20 0.20 0.20 Plant/Irrigation Sr em Type: Drip 1 Bubbler 1 Micro Spray Season Zonal Eto Plant Sprang Summer Fall Writer TOTAL Value Factor 12.54 0.50 34.77 0.50 9.70 0.50 Plantilrric‘tion Sys em Type: Invalid I nation Efficiency Zonal Eto Plant Spring Summer Fan -Winter I TOTAL Value 12.54 34.77 9.70 Factor 1.20 1.20 1.20 Square Footage 0.00 5866.00 4732.00 0.00 Water Adj. Total Sq. Conversion Factors Factor Ft. 0.62 045 1065E 0.62 0.82 0 0.62 Estimated Water Use J Zone 1 Area 5E166.00 5866.00 5866.00 Zone 1 Area 4732.00 4732.00 4732.00 748 74B 748 TOTAL MAWA MAWA 226.641 0.001 226.641 Irr. Eff. Area Seasonal Plant Factor: 0.9 - 5866.00 2 Low Conversion Factors Estimated 0.62 748 IM En Water Use 0.52 748 0.9 U.62 0.9 0.62 Toa 0.9 13.55' 37.571 10.48 61.60 Irr. Eff. Area Seasonal Plant Factor: 0.9 4732.00 3 su Mod Conmrsion Factors Estimated 748 Int. EffWater Use 748 0.9 27.32' 745 0.9 75.761 746 0.9 21.141 124.231 Zone Irr. Elf. Area Seasonal Plant Factor: 1 1.1 60.00 7 Moving En ion is Estimated Area ft. 0.62 748 C mersFact Int. Water Use sq.60.00 0 82 745 1.1 0.68 60.00 0.62 748 1. 1.89 60.00 e62 748 1.1 0.53 3.091 0.62 0.62 0.62 0.62 Estimated Total Water Use STANDARD SYMBOLS AND ABBREVIATIONS LIMIT OF WORK SHEET MATCHLINE MOUNDING (NOT TO EXCEED 3:1) HIGH POINT OF MOUND (IN INCHES) KEYNOTE, SEE MASTER LIST OF SHEET DETAIL NUMBER SHEET NUMBER EXPANSION JOINT SCORE JOINT POINT OF BIGINNING FOR DIMENSIONING DIRECTION OF SLOPE. % MIN. ON HARDSCAPE ELEVATION DETAIL HDR ALIGN TYP PA R R DN EQ WSL MIN COL HP LP DIA CONT HT SIM O.0 DG TW 188.92 HEADER BOARD ALIGN ACCORDINGLY TYPICAL PLANTING AREA CENTER LINE PROPERTY LINE RADIUS DOWN RISERS EQUAL WATER SURFACE LEVEL MINIMUM COLUMN HEIGHT POINT LOW POINT DIAMETER CONTINUOUS HEIGHT SIMILAR ON CENTER DECOMPOSED GRANITE TOP OF WALL (AS MEASURED FROM THE ADJACENT FINISH GRADE) LANDSCAPE ARCHITECTS,INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga@rga-pd.com PREPARED FOR: WEST RIVER,INC ROBERT A LEACH (916) 798-3649 CITY OF PALM DESERT DEPARTMENT OF COMMUNITY EVFLOPMENT APPROVED BY ❑ CIO RES NO ❑ RC. RES NO BY CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL CONSULTANTS: REVISIONS REVISIOK 1 ADDENDUM 1SCRIPTION 2 CVWD 2ND COMMENTS 7 OWNER COMMENTS 8 CVWD 1STRESUBMITTAL PROJ. NO.' R1407 DATE@ 3/31/2016 SPECIFICATIONS SHEET ■ Underground Service Alert Call: TOOL FREE 811 TWO WORKING DAYS BEFORE YOU DIG BOOK THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA, INC. FOR USE ON THIS PROJECT AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE EXPRESSED W RITEN CONSENT OF RGA, INC. BO 6 STAFF LETTER ❑ ARC ACTION FO / /C �a..-ESCat� /. ' -•-> LANDSCAPE ARCH. A a INITIALS EW EW EW EW CVWD ENGINEERING APPROVAL J DATE 3/31/16 4/22/16 9/22/16 9/22/16 J W I-- 0 2 0 LLJ C/) 0_ J LLJ VWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code. Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County).. Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, andpermanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining anencroachment permit frotn CVWD. - 124s:i-lib Date CVWD Plan �IIIIIIlIIIIII1llll dull II ANAGEMEI' D VENTS• EP TMENT 1 III ,, ti 0 <0 zz UU 00 0- IZ POT SCHEDULE® SYMI MODEL RTY REMARK °‘ ueernm.ae" B I DIA60 X 30 10 cl ° D I0 KAIVGUUN UW/ AU I IKKIGi1rIuN 4 W/ SELF IRRIGATION RANGOON 9 W/ AU I U IKKIGA I ION DIA 36 X 36 27 19 W/ SELF IRRIGATION IAI'tK MUNIU t c 4X36 0 UTANGLS. ALL F 60X22X18 5 G I MUNIL:A KtU I ANGLE 13 ALL 96X22X18 HU I S by UHANULtK. I EL: /14-9/9-4212 . LIGHT SAND FINISH OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING KEYNOTES 5 1/2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL B 24504" EXTERIOR PORCELAIN PAVER. "PIETRA PIASENTINA" OR TBS IN STACKED BOND PATTERN ,SEE SHEET L-2.00 DETAIL A 4 1/2" THICK CONCRETE WITH SAND FINISH, COLOR TBD BY OWNER, SEE PLAN FOR SCORE LINE PATTERN ,SEE SHEET L-2.00 DETAIL B POOL ,SEE SHEET L-2.00 DETAIL E SPA ,SEE SHEET L-2.00 DETAIL F WATER FEATURE WITH FIRE FEATURE , SEE SHEET L-2.01 DETAIL H TRELLIS, SEE SHEET L-2.01 DETAIL M STUCCO WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS SCREEN WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS DECOMPOSED GRANITE AREA ,SEE SHEET L-2.00 DETAIL D POOL FENCE, SEE ARCHITECTURE PLAN 24" HIGH GRAVITY WALL W/ CAP , SHEET L-2.02 DETAIL J POOL GATE, SEE ARCHITECTURE PLAN FOR DETAILS BOCCE COURT COVERED WITH SHELL MIX ADA ACCESS ON NORTH END, COLOR TBD. ADA ACCESS FROM END ,SEE SHEET L-2.00 DETAIL C ACCENT WALL, SEE SHEET L-2.02 DETAIL I ARTIFICIAL TURF ON CONCRETE SLAB, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M 6' TUBE FENCE SEE ARCHITECTURE PLAN. POT, SELF -WATER POT SEE SHEET L-2.02 DETAIL Kl, IRRIGATED POT SEE SHEET L-2.02 DETAIL K2 ADA LIFT PER CODE, SEE ARCHITECTURE PLAN ® 24"HT RAISED PLANTER, SEE SHEET L-2.02 DETAIL L CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD • DRAINAGE INLET, REFER TO CIVIL PLAN © PORTABLE FIRE PIT W/ NATURAL GAS HOOKUP(TBD BY OWNER). CONTEMPO SQUARE FIRETABLE #784-BA-11-V2XC BY AMERICAN FYRE DESIGNS(1-800-966-4726), ,SEE SHEET L-2.02 DETAIL N • ASPHALT DRIVEWAY PER CIVIL PLAN © ARTIFICIAL TURF ON GROUND, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL, SEE SHEET L-2.02 DETAIL M AO MONUMENT SIGN BY ARCHITECT A(n) PEBBLE STRIP, SEE PLANTING PLAN FOR MATERIAL • POOL CABANA. "ST TROPEZ" W/ STANDARD CANOPY BY TUUCI (305-634-5116), FABRIC COLOR TO BE SAND & IVORY SLLF SELF 1KKI2A TLTIQ 1KKIUA I IUN EXISTIN EWER PER C V W DRAW I N (\10i62)�i RECYCLE RECYCLE H RECYC U U W W a I- 1 t, 0 ° 4 GATE 13 4_ / \ / I_— ° J 0 w z w C7 L—J ° PME TRANS FORMER L L---- LIMIT OF WORK -11 PA r 5-S 0 DN se cc L STAIR 0 BE OW G DE 150 GAL GREASE INTEFCEPT L---_I tjis I 5'-6"; r--1 U I car, LIMIT OF WORK DN HOTEL +-(.I Ho I L` CONCRETE FOOTING / FLATWORK 1138 ✓ II v v v • u N' ° I— o STANDARD: - CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT UNLESS OTHERWISE DIRECTED BY SOILS REPORT. PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. CONCRETE IN HOT SOIL: - ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR HIGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF CEMENT) UNLESS OTHERWISE DIRECTED BY SOILS REPORT CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE. WATERPROOFING KEYNOTE I RETAINING WALLS 1 - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2" MIN. ABOVE GRADE.. HARDSCAPE GENERAL NOTES - ALL CONCRETE SHALL BE .47 WATER / CEMENT RATIO, 4,000 psi, 6 1/2 SACK MIX, TYPE II PORTLAND CEMENT ( ONLY IN SOILS WITH HIGH ALKALINE OR SALT CONTENT ). - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN HELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. - INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) - PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA ACCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ). - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. A - SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 5 F OF CONCRETE IS OPEN. - - EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND STRUCTURES OR COLUMNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER PARKWAY - SCHEDULE 40 PVC TO BE 1 1/2 TIMES THE DIAMETER OF THE IRRIGATION PIPE. ( — — RECORD FIELD LOCATIONS ) PA - PLANTING AREA TW - TOP OF WALL POB - POINT OF BEGINNING - STRUCTURAL DESIGN BY OTHERS. - THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY. - WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. - CIVIL ENGINEERING BY OTHERS POOL / WATER FEATURE - POOL AND SPA SHALL BE WHITE PEBBLE-TEC FINISH. - RECREATION AREA "A" WILL HAVE BEACH ENTRY ACCESS AND SLEEVING FOR HANDICAP LIFT. - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. c T G-- I Q p i BOCCE COURT 58'Xl O' 1 ADA3 ACCES v I I °° a ° ° I 4 <I 11 , 71 --)IS— 14—T1 — a= l a 1 <°, .71 s 1° 1 +_rt-f --)I°— a H ° .I° ► �� 2 o� 4'I ,I I ° I_.,_.,1_J,—±'- wwiYiou ° I/ ( ° I ° �I‘iv J J ° ,1° 1 G ` )ds, . I` vv, I "— ��4 , Ia °r, � I I, gvHI — e-1- 1:—I. 1-7 ®fi . k e l -i I = I = -I- - . 150.1 LI KEYMAP 1 G I G I MATCHLINE ATCHLIIJE A C M TC A� L-1.01 :� r LARKSPURILANE NORTH SCALE: 1" = 101-0" GRAPHIC SCALE SHADOW MOUNTIIN DRIVE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN w J I_ I— w w LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com F- -U D F C) z 0 U U w O 0c 0- 0< LLJ U V) H= W J W 0Q LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 /1\3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 SHEET NO: TM EW TM R1407 1/29/16 1/10"=1'-0" I NIT. EW EW PER OWNER EW L-1.00 BULLETIN-4(100% CD) a II G I OURT r I POT SCHEDULEA ISYM MODEL IQTYI REMARK A B C DI EI EI GI RA 10 DIA60 X 30 RANGOON DDIIryAv366X36 27 61A 4 IAYtKLU 4X ljyy 4X36 MONICA tU IANGLE 60X22X18 b W/ AU I U IKKId7 IruN 4 W/ SELF IRRIGATION 9 W/ AU 1 U IKHIGA I ION 19 W/ SELF IRRIGATION 0 5 ALL SELF 1KKLUA r1LIN MUNICA KtU IANGLt 13 ALL. SELF 1KKIUA I MN 96X22X18 YU I S by UHANULtR. I EL: /14-9/9-4212 . UGH I SAND FINISH OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING KEYNOTES 5 1/2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL B 24"x24" EXTERIOR PORCELAIN PAVER. PIETRA PIASENTINA" OR TBS IN STACKED BOND PATTERN ,SEE SHEET L-2.00 DETAIL A 4 1/2" THICK CONCRETE WITH SAND FINISH, COLOR TBD BY OWNER, SEE PLAN FOR SCORE LINE PATTERN SEE SHEET L-2.00 DETAIL B POOL ,SEE SHEET L-2.00 DETAIL E SPA ,SEE SHEET L-2.00 DETAIL F WATER FEATURE WITH FIRE FEATURE , SEE SHEET L-2.01 DETAIL H TRELLIS, SEE SHEET L-2.01 DETAIL M STUCCO WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS SCREEN WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS DECOMPOSED GRANITE AREA ,SEE SHEET L-2.00 DETAIL D POOL FENCE, SEE ARCHITECTURE PLAN 24" HIGH GRAVITY WALL W/ CAP , SHEET L-2.02 DETAIL J POOL GATE, SEE ARCHITECTURE PLAN FOR DETAILS BOCCE COURT COVERED WITH SHELL MIX ADA ACCESS ON NORTH END, COLOR TBD. ADA ACCESS FROM END ,SEE SHEET L-2.00 DETAIL C ACCENT WALL, SEE SHEET L-2.02 DETAIL I ARTIFICIAL TURF ON CONCRETE SLAB, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M 6' TUBE FENCE SEE ARCHITECTURE PLAN. POT, SELF -WATER POT SEE SHEET L-2.02 DETAIL Kl, IRRIGATED POT SEE SHEET L-2.02 DETAIL K2 ADA LIFT PER CODE, SEE ARCHITECTURE PLAN J 24 HT RAISED PLANTER, SEE SHEET L-2.02 DETAIL L Q CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD CO DRAINAGE INLET, REFER TO CIVIL PLAN • PORTABLE FIRE PIT W/ NATURAL GAS HOOKUP(TBD BY OWNER). CONTEMPO SQUARE FIRETABLE #784-BA-11-V2XC BY AMERICAN FYRE DESIGNS(1-800-966-4726), ,SEE SHEET L-2.02 DETAIL N 43) ASPHALT DRIVEWAY PER CIVIL PLAN Cal ARTIFICIAL TURF ON GROUND, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M A® MONUMENT SIGN BY ARCHITECT AQ PEBBLE STRIP. SEE PLANTING PLAN FOR MATERIAL is G _1 1 ` J, -'I < 1-a-°- Fad -I- ° I - a •1� G °1 ) -P Fl r__ 0 0 0 NV v v v N' 00E1 SPA l ( WS+12" I(DII BS -24" DEPTH L3 +18" ( 100C DEPTH -3 1/2' I,79 100E) r I / L__ 26.1 I POOL 57'x18' nt Jr i a / DEPTH -5' CONCRETE FOOTING / FLATWORK ( LIMIT OF WORK 1\ T DR-B RAMP UP DR A tl STANDARD: - CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT UNLESS OTHERWISE DIRECTED BY SOILS REPORT. PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. CONCRETE IN HOT SOIL: - ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR HIGHER. WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF CEMENT) UNLESS OTHERWISE DIRECTED BY SOILS REPORT CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE. WATERPROOFING KEYNOTE 1 RETAINING WALLS 1 - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2" MN. ABOVE GRADE. HARDSCAPE GENERAL NOTES - ALL CONCRETE SHALL BE .47 WATER / CEMENT RATIO, 4,000 psi, 6 1/2 SACK MIX, TYPE II PORTLAND CEMENT ( ONLY IN SOILS WITH HIGH ALKALINE OR SALT CONTENT ). - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. - INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) - PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA ACCESSIBILITY ANALYSIS. COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ). - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. Q - SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. - - EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND STRUCTURES OR COLUMNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER PARKWAY - SCHEDULE 40 PVC TO BE 1 1/2 TIMES THE DIAMETER OF THE IRRIGATION PIPE. — — RECORD FIELD LOCATIONS ) PA - PLANTING AREA TW -TOP OF WALL POB - POINT OF BEGINNING - STRUCTURAL DESIGN BY OTHERS. - THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY. - WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. - CIVIL ENGINEERING BY OTHERS POOL / WATER FEATURE - POOL AND SPA SHALL BE WHITE PEBBLE-TEC FINISH. - RECREATION AREA "A" WILL HAVE BEACH ENTRY ACCESS AND SLEEVING FOR HANDICAP LIFT. - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. RAMP UP I//Oa////////i///////#//a'?/A STAR 1E 7 N LIZ] / N PA 1/EX STING 8" I,SENER MAIN E , CVWD i R&WING k10.7030 PA PA FA X X ■ PA PA VCP a Z Q F- D 0 l'LMA PER CVIWD 0 NCI.. 31 37 a r2 VJ -PL&ROIV -CURB -IO2 KEYMAP I I\ MATCHUNE A 0 TCHLINEC 142 LARKSPURILANE 1 NORTH SCALE: 1" = 10 -0" GRAPHIC SCALE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN LU 1— LU LU LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z J 0 Z 0 U F- Co Z 0 U U LU 0 LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 �09/22/16 PER OWNER EW TM EW TM R1407 1/29/16 SHEETNO: L-1.01 1/10"=1'-0" INIT. BULLETIN-4(100% CD) C. POT SCHEDULE® SYM MODEL )41-11 REMARK A KANUUUN tl VV/ AU IU IKKILiA'IUN C DIA60 X 30 KANUUUN DIA36X36 UTA NIU AUN I/WEKL X36 MUN(UA HLe [MULL 60X22X18 MUNIUA KUU IANL4Lh ALL JLLI- 1KKIUA I IUN 10 4 W/ SELF IRRIGATION 27 `JVV/ AU IUIKKILUA IIUN 19 W/ SELF IRRIGATION 0 5 G 96X22X18 13 YUI ' KY UKANULLK. I tL: /14-9fl11411. LHil I SAND I-INIJK OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING ALL JLL- iKK1UAI rT KEYNOTES 5 1/2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL B 24'504" EXTERIOR PORCELAIN PAVER. "PIETRA PIASENTINA" OR TBS IN STACKED BOND PATTERN ,SEE SHEET L-2.00 DETAIL A 4 1/2" THICK CONCRETE WITH SAND FINISH, COLOR TBD BY OWNER, SEE PLAN FOR SCORE LINE PATTERN ,SEE SHEET L-2.00 DETAIL B POOL ,SEE SHEET L-2.00 DETAIL E SPA ,SEE SHEET L-2.00 DETAIL F WATER FEATURE WITH FIRE FEATURE , SEE SHEET L-2.01 DETAIL H TRELLIS, SEE SHEET L-2.01 DETAIL M STUCCO WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS SCREEN WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS DECOMPOSED GRANITE AREA ,SEE SHEET L-2.00 DETAIL D POOL FENCE, SEE ARCHITECTURE PLAN 24" HIGH GRAVITY WALL W/ CAP , SHEET L-2.02 DETAIL J POOL GATE, SEE ARCHITECTURE PLAN FOR DETAILS BOCCE COURT COVERED WITH SHELL MIX ADA ACCESS ON NORTH END, COLOR TBD. ADA ACCESS FROM END ,SEE SHEET L-2.00 DETAIL C ACCENT WALL, SEE SHEET L-2.02 DETAIL I ARTIFICIAL TURF ON CONCRETE SLAB, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M 6' TUBE FENCE SEE ARCHITECTURE PLAN. POT, SELF -WATER POT SEE SHEET L-2.02 DETAIL K1, IRRIGATED POT SEE SHEET L-2.02 DETAIL K2 ADA LIFT PER CODE, SEE ARCHITECTURE PLAN • 24"HT RAISED PLANTER, SEE SHEET L-2.02 DETAIL L Q CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD • DRAINAGE INLET, REFER TO CIVIL PLAN cJ PORTABLE FIRE PIT W/ NATURAL GAS HOOKUP(TBD BY OWNER). CONTEMPO SQUARE FIRETABLE #784-BA-11-V2XC BY AMERICAN FYRE DESIGNS(1-800-966-4726), ,SEE SHEET L-2.02 DETAIL N ASPHALT DRIVEWAY PER CIVIL PLAN ® ARTIFICIAL TURF ON GROUND, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M ,h\O MONUMENT SIGN BY ARCHITECT LIMIT OF WORK PA EXIST FIRE HYDRANT C 0 BELOW GRADE 150C GAL GREASE INTEFCEPT L— --I LIMIT OF WORK 0_ rmul d U ELEV 3 0 I I v r -I QM �r I I I 1 b.I L-J I 1 HU I 0 0 almela :J / I I, ° I ° °I ° I4°° I 41 V "1. ( °1 1 I °° I,° I ° F° °I I° I °r 4.1 ° I ° I 1 ° b° F° 1 t 1 °J I° I° F I1° I °°I 40 1.° `I ,. Iv° I°° 1° d°. °I -1� A I° ! 1 °/ Wei LARKSPUR LANE CONCRETE FOOTING / FLATWORK VSI1110 ��, ,611 151 152 L C'C.l. BIM M LAIIIIVU ?5 VLf SEWER MAIN PER CVWD DRAWING N O. 10 2 8 156 / ° I II I I I STANDARD: - CONCRETE SHALL BE 2,500 PSI (MN.) TYPE-2 PORTLAND CEMENT UNLESS OTHERWISE DIRECTED BY SOILS REPORT. PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. CONCRETE IN HOT SOIL: - ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR HIGHER., WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A .35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF CEMENT) UNLESS OTHERWISE DIRECTED BY SOILS REPORT CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE. WATERPROOFING KEYNOTE ( RETAINING WALLS I - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING To 2" MIN. ABOVE GRADE. HARDSCAPE GENERAL NOTES - ALL CONCRETE SHALL BE .47 WATER / CEMENT RATIO, 4,000 psi, 6 1/2 SACK MIX, TYPE II PORTLAND CEMENT ( ONLY IN SOILS WITH HIGH ALKALINE OR SALT CONTENT ). - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. - INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) - PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA ACCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ). - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. - SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. - EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND STRUCTURES OR COLUMNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER PARKWAY - SCHEDULE 40 PVC TO BE 1 1/2 TIMES THE DIAMETER OF THE IRRIGATION PIPE. ( RECORD FIELD LOCATIONS ) PA - PLANTING AREA TW - TOP OF WALL POB - POINT OF BEGINNING -STRUCTURAL DESIGN BY OTHERS. - THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY. - WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. - CIVIL ENGINEERING BY OTHERS POOL / WATER FEATURE - POOL AND SPA SHALL BE WHITE PEBBLE-TEC FINISH. - RECREATION AREA "A" WILL HAVE BEACH ENTRY ACCESS AND SLEEVING FOR HANDICAP LIFT. - HYDRAUUC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. c00s - t--t--}--I I F- — r—T— I_ I_ I I 1 rt I I I .t 1 D KEYMAP MATCHLINE A MATCHl1NEC MAtCHLINEA MATCNLINEC ID 0 ly LARKSPURILANE [41 NORTH r SCALE: 1" = 10-0" GRAPHIC SCALE SHADOW MOUNT IN DRIVE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN LU I- w w LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com z 0 z 0 F U C/) z 0 U U UJ O HOTEL PASEO LANDSCAPE ARCHITECT: ARCHITECT: PALM DESERT, CA SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: EW CHECKED: TM PROJ. NO. R1407 DATE: 1 /29/ 16 SCALE: 1 /10"=1'-0" INIT. REVISIONS: ADDENDUM 1 1 3/31/16 PER OWNER EW CVWD COMMENTS /2\4/22/16 EW DELTA 7 09/22/16 PER OWNER EW SHEET NO: L-1.02 BULLETIN-4(100% CD) SYM A B POT SCHEDULE® MODEL DTY DIA60 X 30 KANUOUN DIA 36 X 36 NGUUN 24X36 MUNIUA KtU IANGLt ALL StLY 1KK1UA I1 VIQ 60X22X18 MUNIUA KtU I ANGLE ALL JtLY 1KK.LUA I SUN G 96X22X18 13 PU I ' by UKANULEK. I tL: / 1-`9 /L-4Z12 . LIGn I b'HNU TIN W n OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING 27 REMARK Kt b VV/ AU U IKKIb/;1 riSN 10 4 W/ SELF IRRIGATION `J VV/ AU I U IKKILiA I IUN 19 W/ SELF IRRIGATION KEYNOTES 5 1/2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL B 24'k24" EXTERIOR PORCELAIN PAVER. "PIETRA PIASENTINA" OR TBS IN STACKED BOND PATTERN ,SEE SHEET L-2.00 DETAIL A 4 1/2" THICK CONCRETE WITH SAND FINISH, COLOR TBD BY OWNER, SEE PLAN FOR SCORE LINE PATTERN ,SEE SHEET L-2.00 DETAIL B POOL ,SEE SHEET L-2.00 DETAIL E SPA ,SEE SHEET L-2.00 DETAIL F WATER FEATURE WITH FIRE FEATURE SEE SHEET L-2.01 DETAIL H TRELLIS, SEE SHEET L-2.01 DETAIL M STUCCO WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS SCREEN WALL, SEE ARCHITECTURE PLAN FOR DETAILS &FINISH &DIMENSIONS DECOMPOSED GRANITE AREA ,SEE SHEET L-2.00 DETAIL D POOL FENCE, SEE ARCHITECTURE PLAN 24" HIGH GRAVITY WALL W/ CAP , SHEET L-2.02 DETAIL J POOL GATE, SEE ARCHITECTURE PLAN FOR DETAILS BOCCE COURT COVERED WITH SHELL MIX ADA ACCESS ON NORTH END, COLOR TBD. ADA ACCESS FROM END ,SEE SHEET L-2.00 DETAIL C ACCENT WALL, SEE SHEET L-2.02 DETAIL I ARTIFICIAL TURF ON CONCRETE SLAB, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M 6' TUBE FENCE SEE ARCHITECTURE PLAN. POT, SELF -WATER POT SEE SHEET L-2.02 DETAIL Kl, IRRIGATED POT SEE SHEET L-2.02 DETAIL K2 ADA LIFT PER CODE, SEE ARCHITECTURE PLAN • 24"HT RAISED PLANTER, SEE SHEET L-2.02 DETAIL L O CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD O DRAINAGE INLET, REFER TO CIVIL PLAN • PORTABLE FIRE PIT W/ NATURAL GAS HOOKUP (TBD BY OWNER). CONTEMPO SQUARE FIRETABLE #784-BA-11-V2XC BY AMERICAN FYRE DESIGNS(1-800-966-4726), ,SEE SHEET L-2.02 DETAIL N O ASPHALT DRIVEWAY PER CIVIL PLAN O ARTIFICIAL TURF ON GROUND, BY PREGRA. TO BE 112 OZ. SCOOP BLADE C SHAPE WITH SPIN. AND INFILL. OR EQUAL. SEE SHEET L-2.02 DETAIL M A0 MONUMENT SIGN BY ARCHITECT /\0 PEBBLE STRIP. SEE PLANTING PLAN FOR MATERIAL 5 100A — —� F T II I I 1. -.i„ 1_ � _ I-_ _ D 4 00E.1 11 t, I ‘1 126K.1/ I 1 ' I EXIST FIRE HYDRANT17 M/I ER LIMIT OF WORK LAI4KSPUR LANE PA I I I I EX1ST r4L-F 8.. SEWER MAIN PER CVWD DRAWING (3-ale:^1 I S c I VAN ACCESSIBLE a 1 l 0 S,, Lt.\ /VV\/\/-- N E C PER, L. CONCRETE FOOTING / FLATWORK S S S 4 5 S s S S PROP tAt 8 9 ant PVC ERAL TEIETram PA H201 STANDARD: - CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT UNLESS OTHERWISE DIRECTED BY SOILS REPORT. PLACE REINFORCING STEEL 3" FROM BOTTOM AND 2" FROM BOTH ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. CONCRETE IN HOT SOIL: -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL, DEFINED AS SOIL WITH A PH OF 7 OR HIGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A 35 WATER / CEMENT RATIO; ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF CEMENT) UNLESS OTHERWISE DIRECTED BY SOILS REPORT CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% TRI-CALCIUM ALUMINATE. WATERPROOFING KEYNOTE 1 RETAINING WALLS 1 - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2" MIN. ABOVE GRADE. HARDSCAPE GENERAL NOTES J - ALL CONCRETE SHALL BE .47 WATER / CEMENT RATIO, 4,000 psi, 6 1/2 SACK MIX, TYPE II PORTLAND CEMENT ( ONLY IN SOILS WITH HIGH ALKALINE OR SALT CONTENT ). - ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. - INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. ( MATTE FINISH UNLESS OTHERWISE SPECIFIED. ) - PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA ACCESSIBILITY ANALYSIS, COMPLIANCE AND DESIGN BY OTHERS. ( SHOWN HERE FOR REFERENCE ONLY ). - LANDSCAPE ARCHITECT MUST HELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. n - SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S.F. OF CONCRETE IS OPEN. - - EXPANSION JOINTS - PROVIDE 1/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLATWORK AND STRUCTURES OR COLUMNS OR WALLS. - IRRIGATION SLEEVING - TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER PARKWAY - SCHEDULE 40 PVC TO BE 1 1/2 TIMES THE DIAMETER OF THE IRRIGATION PIPE. _ = RECORD FIELD LOCATIONS ) PA - PLANTING AREA TW- TOP OF WALL FOB - POINT OF BEGINNING - STRUCTURAL DESIGN BY OTHERS. - THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISH ONLY. - WATER FEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPECIFICATIONS PRIOR TO CONSTRUCTION. - DIMENSIONS INDICATE CENTER POINT OF WALK. LAYOUT SHALL HAVE CONTINUOUS UNIFORM CURVE AS SHOWN ON PLAN. LANDSCAPE ARCHITECT SHALL APPROVE FORM LAYOUTS PRIOR TO CONCRETE POURING. - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. - CIVIL ENGINEERING BY OTHERS POOL / WATER FEATURE - POOL AND SPA SHALL BE WHITE PEBBLE-TEC FINISH. - RECREATION AREA "A" WILL HAVE BEACH ENTRY ACCESS AND SLEEVING FOR HANDICAP LIFT. - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. I-i GAS L_J 7 X PA PA LANDSCAPE X Et 1 < ) < < < < • IQ 4 2e'- --C.,IRi. 8" VCP NER MAIN PER CVWD DRAWING NO.703 = 1.0 / KEYMAP k v!S'I NATLR PER : [,I U . 1... I AIM M 1CHLINEA A1CHUNEC MAaCHUNEA TCHLNEC L=1.03 LARKSPURILANE SHADOW MOUNTIIN DRIVE NORTH SCALE 1" = 10 -0" GRAPHIC SCALE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z Q CL Z 0 0 z U F U w O 0 LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 2\4/22/16 EW DELTA 7 �09/22/16 PER OWNER EW TM EW TM R1407 1/29/16 A: A: SHEET NO: L-1.03 1 /10"=1'-0" INIT. MIA BULLETIN-4(100% CD) DIMENSION KEYNOTES ALIGN W/ STRUCTURE/OPENING ALIGN/CENTER POTS ON STRUCTURE OR WITHIN SPACE AS INDICATED ON THE PLAN ALIGN CONTROL JOINTS I CONC-SLAB W/ RADIUS POINT OF CURB I 2 3 II L _1 O 1 J PA 1 $F II 11 EXIST FIRE HYDRANT 0 0 CF WORK LARKSPUR LANE [! .I, hhh �r s Ilk 0 I I 0 1 BOCCE COURT 513710' < 1 1 1 1 1 TT7 f-1 TTT77¢f--1 a 1 1 it 1 $' 5' PA 4 (AAv v v v v v v v v 0' EXIST FIRE HYDRANT LA 1 L..TA1 1 1111 -El. I 1111 °E171 1 1111 I .1111 LINT OF WOFK SPUR LANE 57x18'' 6S 1 N-1--16' • LMT OF WOW 1'1 L I I $ 0 ° e e 'y! i PA 31' 1 31' c�Zi �... I. • PA 12' I RiliPUP P\ PA DSCAPE 0® PA-5' NORTH SCALE: 1' = 20 -0" GRAPHIC SCALE 50' 40' 20' 10' 0 w J I -- I w w 1n LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com 0< W U ^ L1J LLB (%) J LU w �5 0� I 0- LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: 1 /20"=1'-0" REVISIONS: INIT. ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 A DELTA 7 /7/ \09/22/16 SHEET NO: TM EW TM R1407 1/29/16 EW PER OWNER EW L-1.04 • BULLETIN-4(100% CD) 1 2' THICK PORCELAIN PAVER CONCRETE BASE STRUCTURAL WATERPROOF BARRIER A I PAVER E IPOOL NOTE: TO BE INSTALLED PER ICPI SPECIFICATIONS BY AN ICPI CERTIFIED INSTALLER a a a 4'-0" V ■ V 1 /2" EXPANSION JOINT WITH SELF -LEVELING, SANDED JOINT SEALER. SEALER TO BE DECOSEAL 125 OR APPROVED EQUAL. 3/4" RAD. TYP. CONCRETE SLAB V V V i\\\i\\i\\i\\A\\A\\A\\A\\A\i\\\ \\ \i\\i\\\\i\\i\\i\\i\\i\\A\"i\\i\\A\) EXPANSION JOINT CONCRETE SLAB 1 /4"W x 3/4"D SAWCUT SCORE JOINT -SPACING @ 6' O.C. o e • SCORE JOINT (SAWCUT) B 'CONCRETE PAVING 1 '-0" 1( TYP CNl //%%%/%/////////i%/// �%///%////%%%���%%/iO 1 1/2" a a d a d a da a d d a 4 a 4a a a a d s d SPA EDGE AT STEPS 0 CV POOL EDGE AT STEPS • • WL 1"THICK OYSTER BLEND WATER -PROOF SHADE CLOTH #3 BAR X10" DOWELS @ 4'-0' O.0 EMBED 3" MIN INTO CONCRETE SLAB CONCRETE SLAB HORIZONTAL # 3 BAR CONT P.T. 2X6 SIDE BOARDS SEE PLAN FOR LOCAITON 1-1/2"=1'-0" C I BOCCE COURT 4 0O 1 '-4" 1 1 /2" i POOL EDGE NOTE: STRUCTURAL ENGINEER'S CALCS. TO BE PROVIDED BY POOL CONTRACTOR WI SPA EDGE AT WALL 4'-0" el 4 a 4 CONCRETE PAD ROOF DECK SYNTHETIC NAILER BOARD COMPACTED SOIL SUBGRADE STABILIZED DECOMPOSED GRANITE, SIZE IN 8', COLOR TBD DIDG AREA CONCRETE COPING. POOL TILE TBD WHITE PILASTER GUNITE,PER POOL CONTRACTOR DRAWINGS PAVER EXP. JOINT WI SELF LEVELING, SEALING COMPOUND COLOR TBD UNDERWATER LED NICHE LIGHT TO BE PROVIDED BY POOL CONTRACTOR. SEE LIGHT LOCATION ON SHEET L-7.00 2" MOSAIC STRIP ON EACH STEP STRUCTURE, PER POOL CONTRACTOR DRAWINGS HANDRAIL, PER STATE DETAIL. WATERLINE FINISH SLAB CONCRETE COPING PER STATE DETAIL, WATERLINE TILE TBD PEBBLE SHEEN, COLOR TO BE WHITE GUNITE, PER POOL CONTRACTOR DRAWING SEE L-1.00-L-1.03 FOR MATERIAL EXP. JOINT W/ SELF LEVELING, SEALING COMPOUND COLOR TBD UNDERWATER LED NICHE LIGHT TO BE PROVIDED BY POOL CONTRACTOR. SEE LIGHT LOCATION ON L-7.00. SUBMIT FOR APPROVAL BY THE OWNER PRIOR TO INSTALLATION. 2" MOSAIC STRIP ON EACH STEP STRUCTURE BY OTHERS CMU BLOCK (( 1) CEMENT PLASTER METAL SCREED TILE TBD LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com J Q w 0 z 0 F 1-1 /2"=1'-0" . U D SHEET TITLE V) z 0 U HOTEL PASEO LANDSCAPE ARCHITECT: 1 "=1'-0" SHEET 1"=1'-0" SPECIFICATIONS BOOK PALM DESERT, CA PROJECT MANAGER: TM DRAWN: EW CHECKED: TM PROJ. NO, R1407 DATE: 1/29/16 SCALE: PER DETAIL INIT. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW SHEET NO: L-2.00 BULLETIN-4(100% CD) 2'-6" I H I WATER FEATURE A GI SHADE STRUCTURE 22' 19'-10" 14'-10" PLAN VIEW I 2'-6" N / //,% 7ii/ i NOTE. WL I `'>` DRAINAGE OPEN o rc v OPEN GAS OR PROPANE WATER SUPPLELY REVISE DIMENSIONS AS NEEDED TO SUIT SPACE, CONSULT HYDRAULICS SECTION a -a BLACK BEACH PEBBLE SIZE IN 2"-3" BASALT STONE VENEER GUNITE OR CMU BLACK BEACH PEBBLE SIZE IN 1"-2" STEEL SURGE TANK ADJACENT CONCRETE PAD METAL MAT GAS TUBE IN STAINLESS STEEL TROUGH CONCRETE SLAB 1 "=1 '-0" 1"=1'-0" SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com w 0 z 0 U D V) z 0 U U w O HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS PALM DESERT, CA SHEET LI BOOK ■ PROJECT MANAGER: TM DRAWN: EW CHECKED: TM PROJ. NO. R1407 DATE: 1/29/16 SCALE: PER DETAIL INIT. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 A: A: A: SHEET NO: EW EW PER OWNER EW L-2.01 BULLETIN-4(100% CD) J B. Min. Low Permeable Soil re O/f%/4# //ji O//Y///, • me 44 ' ,r'▪ • A.:,.., -'AU•PA" ... . i. Approximate Limits of Excavation ( Retained Soil En .'.�ii• -- i. �_ - . 4" Perforated PVC Drainage Tile Note: When site conditions require, wrap drainage tile In 314" aggregate and fitter fabric with drainage composite or aggregate back drain system, as directed by geotechnlcal engineer. A: tAc 1 Bc.• AReinforced Soli ? : { • . dad Depth 1 Keystone 4" Universal Cap Unit Keystone 4" Century Wall Unit Unit Drainage Fill (314' Crushed Rack or Stone) r 118"-114" 1 4" eft-. 1.. •~`. LrC 11 4 _m-/� 7 (Foundation Soli ) Finished Grade Unreinforced Concrete or Crushed Stone Leveling Pad Typical Reinforced Wall Section I 4' Century Wall Unit - Near Vertical Setback • ^▪ _� • t. _ . y o- 7 ▪ 1 11 18'112" Caa Unit Elevation J I RETAINING WALL PLANTER PER ARCHITECT. LIGHTWEIGHT SOIL PLANTING MIX. FILTER FABRIC OVER GRAVEL 4" GRAVEL. RAISED PLANTER DRAIN CAN BE CENTERED IN PLANTER AS INDICATED ON PLAN. 3/4" IRRIGATION STUB -OUT INTO PLANTER AREA BY OTHERS. BUILDING WALL, COORDINATE W/ ARCHITECTURAL &STRUCTURAL DRAWING PRECAST WALL CAP EXTERIOR WALL FINISH BY OTHERS RIGID INSULATION WATER RESISTANT MEMBRANE METAL SCREED #3 X10' DOWEL W/3" EMBED INTO BUILDING WALL Large Unit Width: 18" * Depth: 12" Height 4" *Weight 46 Ibs Medium Unit Width: 11" * Depth: 12" Height 4" *Weight 291bs Small Unit Width: 7" * Depth: 12" Height 4" *Weight 18 lbs Excavation Limits 6" Crushed Rock cr U nreinforced Concrete Leveling Pad Base Leveling Pad Notes: 1. The leveling pad is to be constructed of crushed stone or 2,000 psi± unreinforced concrete 2.The base foundation Is to be approved by the site geatechnlcal engineer prior to placement of the leveling pal Universal Cap unit -- - Unit Face Universal Cap Unit Width: 18 112" *Depth: 10 112' Height 4" *Weight 49 lbs Century Wall Unit/Base Pad Isometric Section View *Dimensions & Weight May Vary by Region ARTIFICIAL TURF ON CONCRETE SLAB ARTIFICIAL TURF ON GROUND ARTIFICIAL TURF CONCRETE PAD ROOF DECK SYNTHETIC NAILER BOARD ® PERMEABLE AGGREGATE BASE ARTIFICIAL TURF INSTALLED PER MANUFACTURER STANDARD NAIL 0 CONCRETE PAD COMPACTED SOIL SYNTHETIC NAILER BOARD PERMEABLE AGGREGATE BASE ARTIFICIAL TURF INSTALLED PER MANUFACTURER STANDARD NAIL 1-1/2l=11-o11 N IFIRE TABLE 4 IL FILTER CLOTH OVER STONE 1 1 /2" LAYER OF 1 1 /2' DIA. CRUSHED STONE /////////////////////////////////////////////,//////., N IRRIGATED POT WATER PROOF POT POT CENTER SELF WATERING SYSTEM FILTER CLOTH r NOTE: PROVIDE SLEEVE IN WALL OR FOOTING FOR IRRIGATION AND/OR DRAINAGE PIPING, SEE SHEET L-1.00-L-1.03 FOR LOCATION - ARCHITECT TO COORDINATION INSTALL POT AS LEVEL AND BOTH VERTICALLY AND HORIZONTALLY ALIGNED W/ ADJACENT POTS Kll SELF WATERING POT N 4 i IRRIGATED POT FILTER CLOTH OVER STONE 1 1/2" LAYER OF 1 1 /2" DIA. CRUSHED STONE 11(11„ 11 WATER PROOF POT POT CENTER POT IRRIGATION STUBOUT SEE IRRIGATION PLAN 1 1 /2 PVC FLANG FILTER CLOTH OVER DRAIN PAVING 4" SLEEVE UNDER PAVING CONNECT TO SUB SURFACE DRAIN SYSTEM 4" PVC DRAIN PIPE NOTE: PROVIDE SLEEVE IN WALL OR FOOTING FOR IRRIGATION AND/OR DRAINAGE PIPING, SEE SHEET L-1.00-L-1.03 FOR LOCATION - ARCHITECT TO COORDINATION INSTALL POT AS LEVEL AND BOTH VERTICALLY AND HORIZONTALLY ALIGNED W/ ADJACENT POTS K2 IRRIGATED POT -o" • LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E MAIL: rga@rga-pd.com w J_ F-- 0 0< z UJ U 0 Q 0_ LJJ' U � J Lu uJ OJ Q z = ti 0 U LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK J PROJECT MANAGER: TM DRAWN: EW CHECKED: TM PROJ. NO. R1407 DATE: 1/29/16 SCALE: PER DETAIL -INIT. REVISIONS: A ADDENDUM 1 / I \3/31 /16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW SHEET NO: L-2.02 BULLETIN-4(100% CD) L BRAISED PLANTER 1 "= 1 '-o„ IRRIGATION SCHEDULE Il EXJ.STEN SEvNER PER C\i/ DRAWING.; NO.620' C F- C r- I I TRANS I FORMER 0 L er... GENERATOR 0 C * GATE 13 I / \ 0 0 0 J TO L_i PME IL.. ._Jt I _J LIMIT OF WORK • cc I I I I r STAIR 6 ST—B C r ) REh5'-6" BELOW GRADE 150C GAL GREASE I NTEE CEPT — SYMBOL SYMBOL V O O ♦ O C 0.5 1.0 2.0 4.0 6.0 (SYMBOL S i I MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. MANUFACTURER/MODEUDESCRIPTION HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. MANUFACTURER/MODEUDESCRIPTION HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HQ-33DRC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. BUCKNER-SUPERIOR 3000 1-1/4" 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. EXISTING BACKFLOW PREVENTOR ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL 1 B E D A C) • S is LIMIT OF WORK �I '► S DN STAIR 1 si-1 1111, 11,„ Y \—I 0 II A 0 HOTEL HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS ® WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 IFS FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. WATER METER 11/2 EXISTING METER # 8408126 # t 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 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow Valve Size NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING V I vv N/ N/ U Not U U U Y N/ n ELEV 2 M2 M2 A G G G MILLION 008 p KEYMAP I 0 I - - BOCCE COURT 58'x10' MATCHLINE A. MATCHNNEC MArCHLINEA MATCHL1NEC� it.m -i.03 r LARKSPURILANE CVWD NOTE: N O PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USSR EASEMENTS. CVWD WILL N OT BE RESPONSIBLE FOR CHANGE 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 EASEMENT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. w E2 0 • _ Z D 0 0 a S it) 0 N NORTH SCALE: 1' = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE AP...PROVAL These plans have been reviewed by fhe Coachella Valley Water District inaccordance with California Governemnt 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 doesnot constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls. andpermanent 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 CV W 5 Date L43072 CVWD Plan # DE ARTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com w F— w w Z J 0 z 0 Q V U w O O < W U Cl) F � w CL I( J LU o O Q _ 0- LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 �09/22/16 PER OWNER EW TM EW TM R1407 1/29/16 A SHEET NO: L-3.00 1/10"=1'-0" INIT. BULLETIN-4(100% CD) COURT IRRIGATION SCHEDULE SYMBOL SYMBOL V i O O ♦ ♦• 0.5 1.0 2.0 4.0 6.0 SYMBOL s I 1 1 E I I / I'I BAR �1 11 [L Fr SPA WS +12" I 1 BS -24" DEPTH +18" I-t DEPTH -3 1/2' i POOL 57'x18' �v A10 1" 17.Q0 DEPTH -5' El JJ MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. MANUFACTURER/MODEL/DESCRIPTION HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH, PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. MANUFACTURER/MODEL/DESCRIPTION HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HQ-33DRC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. BUCKNER-SUPERIOR 3000 1-1/4" 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. ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL 1 B E D 1 POOL LIFT (BF, A 0 v v v v v v'11"N, II EXISTING BACKFLOW PREVENTOR HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. WATER METER 11/2 EXISTING METER # 8408126 v v 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 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. PIPE SLEEVE. PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow Valve Size NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING LIMIT OF WORK v A M2 M2 A G G G .. v 1E t� v RAMP UP 46tl 015-8 FMZE to' RAMP UP 0 �vr • • ( '9 KEYMAP [5 I La ;OM 111111111Lm MATCHLINE A MATCHLINE C 8" T Gt12" 114" MATCHLINEA NM IN I MA HUNEC LARKSPURILANE CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. 0 z a z 0 0 0 2 co '-L=3:03 U) LSTINIa 12" T1-P MAIN ,N D a 37 EX 11/2 ' WATER METER #8408126 N SHADOW MOUNT,Q,IN DRIVE NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL CVWD Plan # 10' S' 0 These plans have been reviewed by the Coachella Valley Water D'strict in accorc once with California-Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures: of any kind may not be planted or installed inCVWD and USBR easements or=right-of-way without first obtaining an encroachment: permit from CVWD. LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E MAIL: rga@rga-pd.com z 0 < J W U 0_ LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS. ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW TM EW TM R1407 1/29/16 SHEET NO: 1/10" 1 '-0" INIT. L-3.01 BULLETIN-4(100% CD) LIMIT OF WORK EXIST FIRE HYDRANT 0 IRRIGATION_SCHEDULE LIMIT OF WORK 0 SYMBOL SYMBOL i 0 0 ♦ o 0.5 1.0 2.0 4.0 6.0 SYMBOL S I I MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. MANUFACTURER/MODEL/DESCRIPTION HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. MANUFACTURER/MODEUDESCRIPTION HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HQ-33DRC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. BUCKNER-SUPERIOR 3000 1-1/4" 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. I— — BEOW GR DE 150 GAL GREASE INTEF'CEPT -A Z LIMr b VORI I:_/\I15 11NU .. ,TER MAIN) PER CAVWD ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' • J/K DETAIL C H F DETAIL B E D w BF) A V--- Il II i I'r 1ii II Y II I II 1 1 1 II I II 1 1 11 11 I 11 1 1 11 11 11 1 1 11 11 1 I 11 --„,---v u-1u " u uvvV�Bvvv�u '- l u v" LARKSPUR LANE EXISTING BACKFLOW PREVENTOR HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. WATER METER 11/2 EXISTING METER # 8408126 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 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. Valve Callout Valve Number Valve Flow Valve Size NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING w A4 9.50 A M2 M2 A G G G 1 A5 1" 3.60 11 11 1 11 rl 11 -I- 4sli" • tc I J I I I`•I lU 64 V U t' SEWER MAIN P E R CVWD DRAWING NO.7 028 ■ -3.0C KEYMAP • • j; MATCHUNEA ■ MATCHUNEC MATCHUNEC d o LARKSPUR'LANE CVWD NOTE: N O PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL N OT BE RESPONSIBLE FOR CHANGE 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 EASEMENT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. Ali 191411 • I w L-3.01 .4 S4,•4•• ••••4 • ,a..4+444 • • cHADOW MOUNTIIN DRIVE 3 )' w NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 20' 10' 5 ICVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water Dist ict in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls. and permanent structures of any kind may notbe planted or installed in CVWD and USBR easements or right of -way without first obtaining an encroachment permit from CVWD 121 1.11f7 6 Date L43074: CVWD Plan # WATE ANAGEMNTA C• OPMENTS DE RTMENT SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E MAIL: rga@rga-pd.com Z J 0 Z 0 F V I..L ce U w O ce O < W U C/) W CO J W W 2 O Q I � LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE TM EW TM R1407 1/29/16 SCALE: 1 /10"=1'-0" INIT. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 SHEET NO: EW EW PER OWNER EW L-3.02 BULLETIN-4(100% CD) y,. • • XIST HYDRANT FIRE vIv 99-Iv S IRRIGATION SCHEDULE ye TTE.I --... LIMIT OF WORK ice/ i 144- L. A 131 I IV I_ LARKSPUR LANE SEWER MAIN PER CVWD DRAWING NO, 7028 S SYMBOL SYMBOL ■ ■ O O i O 0.5 1.0 2.0 4.0 6.0 (SYMBOL s I 1 MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. MANUFACTURER/MODEL/DESCRIPTION HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. TORO T-FCH-H-FIPT FLUSH VALVE, PLUMBED TO FLUSH MANIFOLD AT LOW POINT. HUNTER HE-T 1.0 GPH 10/32 THREADED POINT SOURCE DRIP EMITTER. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5, 1.0, 2.0, 4.0, AND 6.0 GPH. PRESSURE COMPENSATING FROM 15-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER FLOWS AND CLOG PROTECTION. I MANUFACTURER/MODEL/DESCRIPTION HUNTER ICV-G 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. HUNTER HQ-33DRC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. MATCO-NORCA 759 BRASS SHUT OFF BALL VALVE, 1/2" TO 4". TWO PIECE BODY, BLOW-OUT PROOF STEM, CHROME PLATED SOLID BRASS BALL, THREADED, WITH PTFE SEATS. SAME SIZE AS MAINLINE PIPE. ARC 360 PSI I GPM 30 0.50 I I I RADIUS 1' s VAN ACCESSIBLE 1 DETAIL J/K DETAIL C H F DETAIL I B E D j/ ) )1_I 1 '', s 4 A co S WAT PER CVWD NO.39946 4 5 BUCKNER-SUPERIOR 3000 1-1/4" NORMALLY CLOSED BRASS MASTER VALVE PROVIDES DIRTY WATER PROTECTION AND SOLENOID DESIGN. AVAILABLE IN 1", 1-1/4", 2-1/2" AND 3" SIZES. EXISTING BACKFLOW PREVENTOR 6 • 7 8 l s 9 PROF'OSLD 2' PVC WATER LATERAL CURE: A I1 S THAT 3-WAY 1-1/2", 2", HUNTER PC-400 WITH (02) PCM-300 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 10-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER WSS WIRELESS SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. HUNTER HFS-150 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1-1/2" SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. WATER METER 11/2 EXISTING METER # 8408126 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 AND CLASS 315 PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5 FOR PIPES 2" AND LARGER. PIPE SLEEVE: PVC SCHEDULE 40 TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. A hic :TING 8 vv_E.R MAIN ER CVWD DRAWINJG NO.7030 Al 1" 5.00 A2 7.00 A8 3.00 Valve Callout Valve Number Valve Flow Valve Size NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING SECTION A. HYDROZONE INFORMATION TABLE M2 !Irrigation Point of Connection (P.O.C.) No. M2 A G G G Controller No. A A A A A A A A A A Valve Circuit No. 1 2 3 4 5 6 7 8 9 10 CVWD NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR CHANGE 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 EASEMENT Plant Tvpe(s) LW/MW LW/MW LW/MW LW/MW LW/MW LW/MW LW/MW LVV / MW LW/MW LW/MW Irrigation Method B B B B D B D D B B Total: Area (Sq. Ft.) 740 1110 1849 1665 992 1370 771 717 1420 1420 12054 TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. o (f) f Landscape Area 6.14% 9.21 15.34% 13.81% 8.23% 11.37% 6.40% 5.95% 11.78% 11.78% 100.00% 1 1 = 3.0 ( 'I) LARKSPURILANE KEYMAP I MATHLI`A MATCHLINE U LO 0 L=3.03 Jo 3, CRITICAL ANALYSIS Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available: PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: 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: 2016-09-23 08:43 3/4" 23.00 gpm 65.00 psi 5.00 ft 1 1/4" 20.00 ft 62.00 psi 23.00 gpm 23.00 gum 0.00 gpm 39.24 psi 0.09 psi 0.94 psi 0.00 psi 10.84 psi 1.17 psi 8.78 psi 61.06 psi 62.00 psi 0.94 psi NORTH SCALE: 1' = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' CVWD LANDSCAPE APPROVAL 12121 , I19 Date ° L43075 CVWD Plan # 11 PP 0 These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt 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 byCVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls,. and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachmentpermit from'£VWD. OPMENT. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 �09/22/16 Ai Al SHEET NO: w 1- 1- W w LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z Q 0Q JW U a_ con v I Z Q IC L w 0 J 0 LLJ Q I- 2 0 0 U O 0 LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: TM EW TM R1407 1/29/16 SCALE: 1 /10"=1'-0" NIT. EW EW PER OWNER I EW L-3.03 • BULLETIN-4(100% CD) S gII II II 1TRANS L_ 1 -1 FORMER 1 J L _ Pa II fi EXIST FIRE HYDRANT 4 THE CHANDLER COMPANY 2621 South Birch Street, Santa Ara, California 92707 0 II LLr OF WOa'K . : Phone: (714) 979-4212 Fax: (714) 979-4854 E-mail: InroOlhecltaixllefcampallv.mm Website: w w. thechendIercdnnanv.com Mona Plant System — MPS Link 24 MPS Link 24 (shown in (1-link configuration) MPS System Specifications Units are matched to listed planter sizes (Inside Diameter or ID) In order to provide the. maximum reservoir under average light, temperature, and humidity levels. Installation of a smaller unit may not provide a volume of water sufficient to maximize the Interval between watering, which is estimated at 4 to 6 weeks under average. conditions. Optimum planting depths indicated relate to the volume of planting media to volume of water to provide proper Irrigation. Planter depth Is the distance from the planter rim to the bottom of planter. Approximate height of the mot ball will fall within the remaining depth. WATER CAPACITIES ARE GIVEN AS GUIDELINES TO SERVICE TECHNICIANS. Tanks are designed for containerized plantings Indoors or outdoors. Tank Model MPS Link 24 Dimensions 36"L x 8"W x 6"H Suited for Planter Size 38" - 42" ID (L) 20" (W) range Planter Depth 14" - 24" Max Water Capacity 65 Gallons (each tank) Installation Instructions Space links an 30" parallel centers and 40" linear centers. Qty (1) fill tube is effective for up to Qty (6) links. All links must be installed level. insert 0-ring at the end of each Mier pipe. MPS Link 24 Slide the flexible pipe onto the end of the MPS link Conned multiple links at the end of the joining pipes. Page loft Attach stop cap at the end of each chain of MPS links. • LIST OF WCW S HOTEL S 00 II II II II II II 11 II II II II II II II II II II II II Fit the Mona fill tube to the last link of the chain and trim tube to soil level. W aIIIIII 1_U LARKSPUR LANE THE CHANDLER COMPANY 2621 South Birch Street, Santa Ana, California 92707 S 00 :vt 0 O<O 00` 00 00 6 it L�J Phone:.L714) 979-4212 Fax: (714) 979-4854 E-mail: Info Thai chapdLedo Website: wwwthechhaandd mnanv-mm Mona Plant System — NIPS Tank 10 NIPS Tank 10 (shown In Stainless Steel Planter) MPS System Specifications Units are matched to listed planter sizes (Inside Diameter or ID) In order to provide the maximum reservoir under average light, temperature, and humidity levels. Installation of 3 smaller unit may not provide a volume of water sufficient to maximize the Interval between tvatering, which Is estimated at 4 to 6 weeks under average conditions. Optimum planting depths Indicated relate to the volume of planting media to volume of water to provide proper irrigation. Planter depth is the distance from the planter rim to the bottom of planter. Approximate height of the root ball will fall within the remaining depth. WATER CAPACITIES ARE GIVEN AS GUIDELINES TO SERVICE TECHNICIANS. Tanks are designed for contalnenzed plantings indoors or outdoors. Tank Model MPS Tank 10 Dimensions 15"Dia x 4"H Suited for Planter Size 28" — 32" ID (L) 16" (W) range Planter Depth 8"-14"Max Water Capacity 2.25 Gallons (each tank) Benetbc Irma using the Mona Plant system The reservoir saves time end money, and provides an optimal growth environment for your plants: • Saves water. Water is held In a watertight, plastic reservoir directly under the root ball. This saves water by reducing water loss through evaporation and by holding the water exactly where It is needed. In a period of heavy rainfall, the reservoir will also harvest natural rainwater, and feed it back to your plants. • Retina maintenance, and keep plants watered. Filling the reservoir Is quick and easy with 4-6 weeks watering cycles • Bigger, healthier plants. The air space at the top of the reservoir assists in keeping the roots oxygenated. This kips the mots healthy and free of water saturation. • Prevent water stains and decrease liability. The Mona Plant System, when used with waterproof planters that do not have a drain hole prep, can prevent sta Ming from run-off on hot& flooring, decks, roof ten -aces, end balconies. It &so decreases potential liability at high traffic pedestrian areas neer entrances. • Reduce fertilizer usage. The reservoir Is a closed system with Fertilizers confined within the container; they are used only when needed. Asa result, you will use less fertilizer and increase its effectiveness. MPS Tank 10 Page 1 of 2 t COURT W S Iffiatereafail I1 O O W,. —10 I 1 > POOL DEPTH— I 57'x1a' -5' IJ, OF WOFK 9I(EN MID EXIST ARE \\ HYDRANT o \\ Lilt OF WORK LARKSPUR LANE Mona Irrigation Link System 3—Link Triangle Fill Tube & Collar Capillary Legs Tank or 24 Connecting Tube �l! 0 Steel Clamps Link 7 Triangle (shown) W 3 S S Mona Irrigation Link Systems - 3 Link Triangle S 141 EL 94 0 0 • I kw I LANDSCAPE • W \' S SELF IRRIGATION NOTE: 1. 1-LINK MPS LINK 24 2. 2-LINK MPS LINK 24 3. 3-LINK TRIANGLE MPS LINK 24 4. MPS TANK 10 X MONA PLANT SYSTEM BY THE CHANDLER COMPANY (714)-979-4212 U, Un Un Cs) 0 3 coM NORTH SCALE: 1" = 20'-0" GRAPHIC SCALE 50' 40' 20' 10' 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 ei seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. ►Z(21 `it Date L43076 CVWD Plan # WATEJ ANA E E.NTDE A VOPMENTS I DE' RTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga@rga-pd.com U w 0 w LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 t \3/31 /16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 �09/22/16 SHEET NO: TM EW TM R1407 1/29/16 1 / 10"=11-0" INIT. EW EW PER OWNER EW L-3.04 • • BULLETIN-4(100% CD) J BRASS NIPPLE (1YP.) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PREVENTER GATE VALVE TEST COCK (TYP.) 4 PLACES STRARER440 MESH MONEL PRESSURE GAUGE TAP ELL (0-200 PSI) 2 PLACES (PLASTIC FACE) ELBOW (BRASS) BRASS NIPPLE UNION PRESSURE SUPPLY L FE-DISCHARGE RE3 EF PORT FINISH GRADE BRASS ELBOW ROW PRESSURE SUPPLY NOTE UJE INTAKE 1 EOUF%ENT TO BE INSTALLED AT A MNMUM OF 12' RiOM WALLS, BULDINGS, ETC. 2 ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(1) COAT EPDXY PRIMER AND ONE(1) COAT EPDXY PAINT AS SELECTED BY ARCHITECT. DO NOT PAINT LEVERS, TAGS, AND MOVING PARTS. a WHEN UNIT IS NEXT TO BULDNG, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE BACKFLOW PREVENTER ) NO SCALE A(ilu)))A(b(( RNISH C ADE �J y PVC SCH. 40 MALE ADAPTOR BRASS ELBOW APPLIED ENG (OR EQUAL) ROUND PLASTIC BOX + COVER. COLOR TO MATCH SU9FIOUNDNG SOL USE LAVENDER BOX FOR RECLAIMED WATER APPUCA1)ON. I QUICK COUPLER VALVE ) NO SCALE ❑ L C C L L L ❑ — FLUSHING END CAP MAX WIDTH 12' ❑ o ❑ L ❑ ❑ ❑ C ❑ ❑ ❑ Y FILTER R—IR1-01 R—IR1 —06 — PRESSURE REGULATOR �I �I MAIN LATERAL LINE fff��� I� 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 181 TO 361 TO 841 TO 180 GPH 360 GPH 840 GPH 1440 GPH 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. r TYPICAL EMITTER LAYOUT NO SCALE R—IR1-14 BOX TO BE PLACED AT R1 > ff ANGLES TO HARDSCAPE EDGE VALVE SEOUBJCE TO BE PANTED ON EACH BOX CONNECT WFES BY SOLDERING TOCETFE R + WATERPROOFI4Q USE AN UL APPROVED UNDERGROUND WIRE SPLICE KIT RASH MADE LAWN AREAS RNSH GRADE SHRUB AREAS APPLED ENG(OR EOUAL)12'x18' PLASTIC BOX + COVER W/ LOCK TOP MAW IFd4TION CONTROL VALVE COLOR TO MATCH SURROUFDING SOL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. CURL TYPE EXPAN- SION LOOP(MN249 NON PRESSURE LIVE FITTING PVC LIVE PPE SOLENOD ROW ADJUSTMENT PEA GRAVEL "" (MN 3 CU. FT) PVC SCH. 40 MALE PRESSURE SUPPLY UNE FITTING (SEE SPECFICAT1ON) COMMON PPE MNSCH 80 COMMON WIFE -CONTROL WIRE NOTE INSTALL CONTROL VALVES MINIMUM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. e% B• AUTOMATIC VALVE JNO SCALE LEGEND 1. RAIN BIRD XERI-SPRAY OR XEI-BUBBLER OR XEFI-BUG BABSION DEVICE (SEE FRQATION EQUPMENT LEGEND FOR MODEL •). 2 RAIN BFD MODEL IFFR-12 POLY FLEX RISER (LENGTH AS REOU ED). a MULCH BED 4. FISH GRADE. 5. PVC RTTNG (s x S x l/2' RFn. 6. RAIN BFD MODEL 4FRA-050 POLY FLEX RISER ADAPTER 7. PVC PPE (DEPTH PER SPECFICATIONs). EMITTER \,.S NO SCALE R—IR1-11 R—IR1-04 APPLIED ENG.(OR EOUAL)12'x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. C 3' MIN. €,00o00000t' DRIP VALVE NO SCALE VALVE SEQUENCE TO BE EAT BRANDED ON UD OF EACH BOX FINISH GRADE USE CHRISTY'S TAGS OR EQUAL EQUIVALENT TO INDICATE VALVE SEQUENCE ON VALVE. CONTROL ZONE KIT: RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE, 100PESB VALVE, oo ° OKCHK100 BASKET FILTER AND PSI-M40X-100 PVC MAINLINE \ PRESSURE REGULATOR.) PEA GRAVEL KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN NATIVE BACKFILL - COMPACTION PER SOILS REPORT 3. SAND (TYP) 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER IRRIGATION LEGEND)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE) 24" Min. Or Per Specs SLEEVING SECTION /SLEEVING/TRENCHING NO SCALE FILTER CLOTH OVER STONE 1 1/2" LAYER OF 1 1/2 ' DIA. CRUSHED STONE CND POT IRRIGATION JNO SCALE WATER PROOF POT POT CENTER POT IRRIGATION STUBOUT SEE IRRIGATION PLAN 1 1/2" PVC FLANG FILTER CLOTH OVER DRAIN PAVING 4" SLEEVE UNDER PAVING CONNECT TO SUB SURFACE DRAIN SYSTEM 4" PVC DRAIN PIPE R—IR1-18 I Trenching t. 4+4 6.4 .44 3 12" 1 3" TRENCHING SECTION R—IR1-12 NOTE INSTALL AT LOWEST PONT AND/OR AT END OF LATERAL PPNG AS NEB. FNI8H (MADE PVC LATERAL LNE SEE PLAN FOR SUE AP. CEFCH FLUSI 1G END VALVE FLL BOX WITH 1/2 PEA GYRAVR APPLED ENG. (OR EQUAL) ROUND PLASTIC BOX + COVER. COLOR TO MATCH SURROUNDNG SOL (TAN IN D.G. AND GREEN IN LAWN) USE LAVENDER BOX FOR FEc LAMED WATER APPUCAT1ON. 18' COVER MARKED FRIGATION 0 ALL VALVE NO SCALE • • • • • • • • • • • I •• •V.. • ••• 4,_-•� •• APPLED ENG. (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDING SOL USE LAVENDER BOX FOR RECLAIMED WATER APPUCAT1ON. 4 / END SELF FLUSHING VALVE \,H NO SCALE IRRIGATION HEAD TYP: (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBLER OR XERI—BUBBLER DETAIL 4 a TREE, PALM TRUNK ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD -- PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT. ADJACENT TO ROOT BALL TYPICAL TREE/PALM DRIP R—IR1-16 / NO SCALE R—IR1-13 FIB GRADE LAWN AREAS RASH GRADE SHRUB AREA HANDLE PRESSURE SUPPLY LNE (SEE SPEC) PEA GRAVEL OMN2 CU. FT) '`'- BALL VALVE ••: USE TOE NPPLE •.• R—IR1-05 HYBRD CONTROLLER PEDESTAL MOUNT RIM I GRADE v 2' PVC SCH 40 CONDUIT AND limns r AUTOMATIC CONTROLLER R—IR1-15 NO SCALE GENERAL INSTALLATION NOTES SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINA 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 MANUFACTURERS 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 STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. T_ 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. 8 ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH. GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. 9 CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING 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. CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 1B INCHES PER CVWD. ALL SPRINKLERS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS. NO OVERTHROW IS PERMITTED ON HARDSCAPE. R—IR1-02 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 OWNERS AUTHORIZED REPRESENTATIVE. 13. RONALD GREGORY ASSOCIATES. INC. 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. 14 RONALD GREGORY ASSOCIATES, INC. 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. RONALD GREGORY ASSOCIATES, INC. 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. 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. CONTRACTOR SHALL PROVIDE THREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR EACH FIELD GROWN OR 24" AND LARGER BOXED TREE OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. POP-UP SPRAY SPECIFICATIONS TWO OR THREE INCH POP-UP BODY IN STANDARD TURF GROUNDCOVER THREE OR FOUR INCH POP-UP BODY FOR LOW GROWING TYPES. FOUR OR SIX INCH POP-UP FOR TALLER TYPES ANNUAL COLOR SIX OR TWELVE INCH POP-UP BODY SHRUBBERY SIX OR TWELVE INCH POP-UP BODY I CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with Ca fornia Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. %2 Jii / lb Date L43077 CVWD Plan # ANAGEME OPMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com U LLJ 0 Q. LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW A� DELTA 7 //\09/22/16 PER OWNER EW • TM EW TM R1407 1/29/16 INIT. BULLETIN-4(100% CD) -J U :,... > W L*_' J U 0 W C J Cl t RECYCLE RECYCLE EXISTIN 3 is ' VCP SEWER MAMIJ PER CVWD DRAWING NO.6207 LIMIT OF WORK NOTE: 1. PLANT QUANTITY: LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. 2. PLANT ALLOWANCE: THE CONTRACTOR SHALL PROVIDE $10,000 TO BE USED FOR ADDITIONAL PLANT MATERIAL NOT INDICATED ON THE LEGEND WHICH MAY BE DEEMED N ECESSARY BY THE LANDSCAPE ARCHITECT ANDF APPROVED BY THE OWNER'S REPRESENTATIVE. SUCH PLANT MATERIAL WILL BE SPECIFIED AND FIELD LOCATED BY THE LANDSCAPE ARCHITECT. IF THIS ALLOWANCE IS NOT USED, OR IS ONLY PARTIALLY USED, THE UNUSED PORTION SHALL BE CREDITED TO THE OWNER. 3. LANDSCAPE ARCHITECT: SHALL FIELD REVIEW ALL PLANT LOCATIONS PRIOR TO PLANTING. PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS/BOXES 4. UNIT PRICES: LANDSCAPE CONTRACTOR SHALL FURNISH U NIT PRICES FOR ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING THE BID TO THE OWNER. 5. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT THE AGRICULTURAL COMMISSIONER FOR APPROVAL. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. 6. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT: DUE TO THE NATURE OF THE CONSTRUCTION PROCESS, ALL CONSTRUCTION WORK INCLUDES DEVIATION FROM THE PLANS/APPROVED DESIGN. IT IS IMPERATIVE THAT THE LANDSCAPE CONTRACTOR MAINTAIN REGULAR COMMUNICATION WITH RGA, AND THAT ANY PROPOSED DEVIATION FROM THESE CONSTRUCTION DOCUMENTS BE DISCUSSED IN ADVANCE WITH RGA.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST A SITE OBSERVATION BY RGA TO OBSERVE ANY WORK WHICH DEVIATES FROM THE CONSTRUCTION DOCUMENTS. PLANT SCHEDULE TREES BOTANICAL NAME f� CITK EE CG EWR PALM TREES CH PD WF WR SHRUBS BOU BOR CD CGC DV HP HPP LNG LFT MRN NE RK RUE TC TO CITRUS X AURANTIFOLIA EBENOPSIS EBANO EUCALYPTUS PAPUANA WASHINGTONIA FILIFERA BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA BOTANICAL NAME BOUGAINVILLEA X '00-LA-LA' TM BOUGAINVILLEA X 'ORANGE' CAREX DIVULSA CARISSA MACROCARPA 'GREEN CARPET' DODONAEA VISCOSA HESPERALOE PARVIFLORA 'BRAKELIGHT HESPERALOE X PINK PARADE LANTANA X'NEW GOLD' LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO' MUHLENBERGIA RIGENS NOLINA ERUMPENS RUELLIA 'KATIE' RUSSELIA EQUISETIFORMIS TECOMA STANS TECOMA X 'ORANGE JUBILEE' ACCENTS I BOTANICAL NAME Di 0 GENERATOR 0 0 0 PME ------II TRANS FORMER L. - L J 1- 4 GATE 13 I / LIMIT OF WORK COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM CALIFORNIA FAN PALM Ph COMMON NAME MEDITERRANEAN FAN PALM DATE PALM CALIFORNIA FAN PALM MEXICAN FAN PALM COMMON NAME 00-LA-LA BOUGAINVILLEA BOUGAINVILLEA BERKELEY SEDGE GREEN CARPET NATAL PLUM HOPSEED BUSH RED YUCCA RED YUCCA NEW GOLD LANTANA BAROMETERBUSH DEER GRASS BEAR GRASS DWARF KATIE RUELLIA CORAL FOUNTAIN YELLOW BELLS YELLOW BELLS COMMON NAME r 7 DN / SIZE 24"BOX 36"BOX 24"BOX EXISTING SIZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE PPP PI AN SIZE 15 GAL 5 GAL 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL 15 GAL 15 GAL SIZE 10 I CURB L___J / B EOW GR DE 150 GAL GREASE INTErCEPT I _ -J WATER USE MOD 0.5 LOW 0.2 MOD 0.5 MOD 0.5 WATER USE MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 QTY REMARKS 12 8 11 3 QTY REMARKS 14 12 SHOVEL CUT 8 SKINNED 15 SKINNED WATER USE OW REMARKS MOD MOD MOD MOD LOW LOW LOW MOD LOW MOD LOW MOD MOD LOW MOD 0.5 0.5 0.5 0.5 0.2 0.2 0.2 0.5 0.2 0.5 0.2 0.5 0.5 0.2 0.5 9 17 85 29 3 133 76 3 37 61 12 21 14 29 7 WATER USE IQTY 3 STEMS MIN REMARKS AAC ADA ES FUM M P S YG r-, Fes, it# VINE/ESPALIER BBK ^•`ijF' TJ ■ HOTEL i HOTEL ( • AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA YUCCA GLORIOSA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES GROUND COVERS BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET' ARIZONA COBBLE ��\� PRIDECIAL SPRINGRF PLUS TURF • e. MEXICAN BEACH BLACK D.G. MOM CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER -IN-LAWS TONGUE SPANISH DAGGER COMMON NAME BOUGAINVILLEA STAR JASMINE -14' BYH AIR STREAM ( " `tS.G. " `V `V v v v v v LJ rh 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5' HTS 5 GAL 3'-5' HTS SIZE 15 GAL 15 GAL LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 WATER USE MOD 0.5 MOD 0.5 5 10 26 29 4 28 17 2 QTY 10 7 t MULTI SINGLE MULTI / 3'-5' HTS REMARKS WIRE TO WALL WIRE TO WALL COMMON NAME CONT USE QTY REMARKS SOUTHWEST BOULDER 440 SF MORTARED IN PLACE SOUTHWEST BOULDER SOUTHWEST BOULDER 3/4"-11/2" 1,819 SF 2,669 SF 218 SF DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ 11 % % % FINE COMPACT TO 2" DEPTH AFTER WETTED AND ROLLED. TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS. HEADER / 6" STEEL / COLOR TO BE GREEN AT LAWN LOCATIONS BOULDERS TO BE CRESTA BY SOUTHWEST BOULDER(877-792-7625) SEE CONSTRUCTION PLAN FOR POT LEGEND 34 -14' BYH NV • L-5 02 KEYMAP -2 7' BY FRf irr QT ET 51X10' LARKSPURILANE N' `TAPE LIGHT SHADOW MOUNTIIN DRIVE 0 17' BYH L9 C' NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL 10' 5' 0 These plans have been reviewed by the Coachella Valley Water District in accordance with California Govememnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees.plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first ob_ taining an encroachment permit. from CVWD. u 62{21 / lb Date 430 78 CVWD Plan 411Wt1 i WATE3 ANAGEMEIf OPMENT 'S ' I ; 'D P IM RTMENT SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com O < W o F- Q w 0_ J LU o O Q I- � (3- LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 �09/22/16 PER OWNER EW TM EW TM R1407 1/29/16 A SHEET NO: 1 / 10"=1 '-0" INIT. • BULLETIN-4(100%CD) BY alTDIBIRT PLANT SCHEDULE TREES CITK EE CG EWR PALM TREES CH PD WF WR SHRUBS BOU BOR CD CGC DV HP HPP LNG LFT MRN NE RK RUE TC TO ACCENTS BOTANICAL NAME CITRUS X AURANTIFOLIA I EBENOPSIS EBANO IEUCALYPTUS PAPUANA I WASHINGTONIA FILIFERA BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA BOTANICAL NAME BOUGAINVILLEA X ' 00-LA-LA' TM BOUGAINVILLEA X 'ORANGE' CAREX DIVULSA CARISSA MACROCARPA 'GREEN CARPET' DODONAEA VISCOSA HESPERALOE PARVIFLORA'BRAKELIGHT HESPERALOE X PINK PARADE LANTANA X 'NEW GOLD' LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO' MUHLENBERGIA RIGENS NOLINA ERUMPENS RUELLIA 'KATIE' RUSSELIA EQUISETIFORMIS TECOMA STANS TECOMA X 'ORANGE JUBILEE' BOTANICAL NAME `TAPE LIGHT U 0 0 0 I COMMON NAME I KEY LIME TREE ITEXAS EBONY I GHOST GUM I CALIFORNIA FAN PALM ICOMMON NAME MEDITERRANEAN FAN PALM I DATE PALM I CALIFORNIA FAN PALM I MEXICAN FAN PALM COMMON NAME 00-LA-LA BOUGAINVILLEA BOUGAINVILLEA BERKELEY SEDGE GREEN CARPET NATAL PLUM HOPSEED BUSH RED YUCCA RED YUCCA I NEW GOLD LANTANA I BAROMETERBUSH I DEER GRASS I BEAR GRASS I DWARF KATIE RUELLIA I CORAL FOUNTAIN I YELLOW BELLS I YELLOW BELLS COMMON NAME SIZE 24"BOX 36"BOX 24"BOX EXISTING I SIZE 124"BOX ISIZE RANGE SEE PLAN SIZE RANGE SEE PLAN 1ZE RANGE SFF PI AN I SIZE 15 GAL 15 GAL 15 GAL 15 GAL 115 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 15 GAL 115 GAL 115 GAL 115 GAL I SIZE I SPA I I I WS +12" BS -24" }J DEPTH v v v UP 3R +18", +o" II I I DEPTH I I -3 1 /2' H DEPTH I I -3 I/2' Li A I WATER USE I MOD 0.5 LOW 0.2 I MOD 0.5 I MOD 0.5 WATER USE MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 126.1 • POOL LIFT Fm QTY IREMARKS 12 8 I 11 3 I IQTY 14 12 8 15 WATER USE QTY MOD 0.5 9 MOD 0.5 17 MOD 0.5 85 MOD 0.5 29 LOW 0.2 3 LOW 0.2 133 LOW 0.2 76 MOD 0.5 3 LOW 0.2 37 MOD 0.5 61 LOW 0.2 12 MOD 0.5 21 MOD 0.5 14 LOW 0.2 29 MOD 0.5 7 WATER USE REMARKS SHOVEL CUT SKINNED SKINNED REMARKS 7 3 STEMS MIN OD( IREMARKS S / 14' BYH • POOL 57'x18' POOL 5S'XIS' MC ADA ES FUM M P S YG U U U VINE/ESPALIER BBK ^x TJ GROUND COVERS • 4' BYH III1 I assi > > Fes- L- AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA YUCCA GLORIOSA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET ARIZONA COBBLE ARTIFICIAL TURF PRIDE SPRING PLUS TURF MEXICAN BEACH BLACK ICENTURY PLANT I DWARF CENTURY PLANT I PENCIL TREE I FALSE AGAVE I MEXICAN FENCE POST I MEXICAN FENCE POST I MOTHER -IN-LAWS TONGUE I SPANISH DAGGER COMMON NAME BOUGAINVILLEA STAR JASMINE I COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER SOUTHWEST BOULDER 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS HTS 5 GAL 3'-5' HTS I SIZE 115 GAL 115 GAL CONT 3/4"-11/2" rd FE I LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 WATER USE MOD 0.5 MOD 0.5 USE j DR -A DR'B DR-B r, DR -A /..::,F;, 5 10 26 29 4 28 17 2 QTY 10 7 QTY 440 SF 1,819 SF 2,669 SF 218 SF MULTI SINGLE MULTI / 3'-5' HTS REMARKS WIRE TO WALL WIRE TO WALL REMARKS MORTARED IN PLACE DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ 11%%% FINE COMPACT TO 2" DEPTH AFTER WETTED AND ROLLED. TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS. HEADER / 6" STEEL / COLOR TO BE GREEN AT LAWN LOCATIONS BOULDERS TO BE CRESTA BY SOUTHWEST BOULDER(877-792-7625) SEE CONSTRUCTION PLAN FOR POT LEGEND 34 niiit I L-5.02 i KEYMAP IEX STING 8" VCP SEWER MAIN �E CVWD R&WING V0.7030 ;:;tiosce 4111.4 TC t4Pit lb W a Z 0 E W P ON 0 VJ (STING 12" TER MAIN R CVWD .1317 -PL&ROW -CURB `8' rYH 291 I L-5.01 s I ( ' LARKSPURILANE -L=5.0 NORTH SCALE: V = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL 10' S' 0 These plans hove been reviewed by the Coachella Valley Water District in accordance with CalifomiaGovernemnt 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 doesnot constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or righ of -way without first obtaining jI an encroachment permit from CVWD, ". mill lib Dat43079 CVWD Plan # w 1- w w 2 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com U w O w LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 A09/22/16 PER OWNER SHEET NO: ElEmr TM EW TM R1407 1/29/16 1 / 10"=1 -0" NIT. EW EW EW BULLETIN-4(100% CD) PLANT SCHEDULE I TREES BOTANICAL NAME CITK CITRUS X AURANTIFOLIA WWI//// tiff' 11111 EE EBENOPSIS EBANO CG EUCALYPTUS PAPUANA I EWR WASHINGTONIA FILIFERA PALM TREES CH PD WF WR SHRUBS BOU BOR CD CGC DV HP HPP LNG LFT MRN NE RK RUE TC TO BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA BOTANICAL NAME BOUGAINVILLEA X '00-LA-LA' TM BOUGAINVILLEA X 'ORANGE' CAREX DIVULSA CARISSA MACROCARPA'GREEN CARPET' DODONAEA VISCOSA HESPERALOE PARVIFLORA 'BRAKELIGHT HESPERALOE X PINK PARADE LANTANA X 'NEW GOLD' LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO' MUHLENBERGIA RIGENS NOLINA ERUMPENS RU ELLIA ' KATI E' RUSSELIA EQUISETIFORMIS TECOMA STANS TECOMA X 'ORANGE JUBILEE' LIMIT OF WORK EXIST FIRE HYDRANT 0 COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM CALIFORNIA FAN PALM COMMON NAME MEDITERRANEAN FAN PALM DATE PALM CALIFORNIA FAN PALM MEXICAN FAN PALM COMMON NAME 00-LA-LA BOUGAINVILLEA BOUGAINVILLEA BERKELEY SEDGE GREEN CARPET NATAL PLUM HOPSEED BUSH RED YUCCA RED YUCCA NEW GOLD LANTANA BAROMETERBUSH DEER GRASS BEAR GRASS DWARF KATIE RUELLIA CORAL FOUNTAIN YELLOW BELLS YELLOW BELLS g BE 0W GR. DE 150 GAL GREASE INTERCEPT ---J /-CURB 0 SIZE 24"BOX 36"BOX 24"BOX EXISTING SIZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SFF PI AN SIZE 15 GAL 5 GAL 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL 15 GAL 15 GAL CURB 0_ 'n Q ry LIMIT OF WORK LXIS I INU 23 WATER MAIN PER CVWD NO.39946 WATER USE QTY REMARKS MOD 0.5 12 LOW 0.2 8 MOD 0.5 11 MOD 0.5 3 WATER USE QTY REMARKS MOD 0.5 14 MOD 0.5 12 MOD 0.5 8 MOD 0.5 15 WATER USE QTY MOD 0.5 9 MOD 0.5 17 MOD 0.5 85 MOD 0.5 29 LOW 0.2 3 LOW 0.2 133 LOW 0.2 76 MOD 0.5 3 LOW 0.2 37 MOD 0.5 61 LOW 0.2 12 MOD 0.5 21 MOD 0.5 14 LOW 0.2 29 MOD 0.5 7 SHOVEL CUT SKINNED SKINNED • REMARKS 3 STEMS MIN ) / 0000 I11481 �� ! -11_ �'_-� II •' 1 1i II I I I I II I I I I II I I I I II I I I I III IIII II I II II vv� ,,,H,vv`V vvv ik,•,�/ _ ----11YI LL1L JJ LL. JJ LLLL---- AAC ADA • ES FUM M p S YG VINE/ESPALIER BBK TJ� GROUND COVERS D.G. TO 20' LARKSPUR LANE AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA YUCCA GLORIOSA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET ARIZONA COBBLE ARTIFICIAL TURF PRIDE SPRING PLUS TURF CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER -IN-LAWS TONGUE SPANISH DAGGER COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER MEXICAN BEACH BLACK SOUTHWEST BOULDER 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5' HTS 5 GAL 3'-5' HTS SIZE 15 GAL 15 GAL CONT 3/4"-11/2" 10' BYH \\--FL&RDW E LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 WATER USE MOD 0.5 MOD 0.5 USE 5 10 26 29 4 28 17 2 QTY 10 7 -E.X15-FrNU 25 a vCP SEWER MAIN PER CVWD DRAWING NO.7028 MULTI SINGLE MULTI / 3'-5' HTS REMARKS WIRE TO WALL WIRE TO WALL QTY REMARKS 440 SF 1,819 SF 2,669 SF 218 SF MORTARED IN PLACE DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ 11%%% FINE , COMPACT TO 2" DEPTH AFTER WETTED AND ROLLED. TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS. HEADER / 6" STEEL / COLOR TO BE GREEN AT LAWN LOCATIONS BOULDERS TO BE CRESTA BY SOUTHWEST BOULDER(877-792-7625) 34 SEE CONSTRUCTION PLAN FOR POT LEGEND CURB 158 J�- L-5.02 KEYMAP CURB BYH k30' BYH MRN MRN MRNMRN , ``A'.1`J LARKSPURILANE L-5.01 SHADOW MOUNTIIN DRIVE NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District inaccordance with California.Govememnt Code. Section P T E 65591 et seq. requiring efficient landscape and irrigation design in R 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 USBRRights-of-Way. Trees, plans. walls. and permanent structuresof 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. 17 21/i& Date L43080 CVWD Plan # 41110sAil W ATE' ANAGEME D A OPMENTS RTMENT LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com U w O a_ LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: TM DRAWN: EW CHECKED: TM PROJ. NO. R1407 DATE: 1/29/16 SCALE: 1/10"=1 -0" INIT. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW SHEET NO: BULLETIN-4(100% CD ACCENTS I BOTANICAL NAME I COMMON NAME I SIZE J WATER USE I QTY J REMARKS (311CG EWR PALM TREES CH P D WF WR S HRUBS BOU BOR CD CGC DV HP HPP LNG LFT MRN N E RK RUE TC TO ACCENTS 32' BYH j[30' BYH B 0 PLANT SCHEDULE TREES BOTANICAL NAME CITK CITRUS X AURANTIFOLIA eEE EBENOPSIS EBANO EUCALYPTUS PAPUANA WASHINGTONIA FILIFERA BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA BOTANICAL NAME BOUGAINVILLEA X '00-LA-LA' TM BOUGAINVILLEA X 'ORANGE' CAREX DIVULSA CARISSA MACROCARPA 'GREEN CARPET' DODONAEA VISCOSA HESPERALOE PARVIFLORA 'BRAKELIGHT HESPERALOE X PINK PARADE LANTANA X 'NEW GOLD' LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO' MUHLENBERGIA RIGENS NOLINA ERUMPENS RUELLIA 'KATIE' RUSSELIA EQUISETIFORMIS TECOMA STANS TECOMA X 'ORANGE JUBILEE' BOTANICAL NAME 16' BYH GUTTER N LIMIT OF WORK LARKSPUR LANE COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM CALIFORNIA FAN PALM COMMON NAME MEDITERRANEAN FAN PALM DATE PALM CALIFORNIA FAN PALM MEXICAN FAN PALM COMMON NAME 00-LA-LA BOUGAINVILLEA BOUGAINVILLEA BERKELEY SEDGE GREEN CARPET NATAL PLUM HOPSEED BUSH RED YUCCA RED YUCCA NEW GOLD LANTANA BAROMETERBUSH DEER GRASS BEAR GRASS DWARF KATIE RUELLIA CORAL FOUNTAIN YELLOW BELLS YELLOW BELLS I COMMON NAME VAN ACCESSIBLE v-1 1 a S L'91.1 �vvv--Nr" N/ LAi IING tf VuF' SEWER MAIN PER CVWD DRAWING SIZE WATER USE 24"BOX MOD 0.5 36"BOX LOW 0.2 24"BOX MOD 0.5 EXISTING MOD 0.5 SIZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SFF PI AN SIZE 15 GAL 5 GAL 5 GAL 5 GAL 15 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL 15 GAL 15 GAL WATER USE MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 WATER USE MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.5 LOW 0.2 LOW 0.2 LOW 0.2 MOD 0.5 LOW 0.2 MOD 0.5 LOW 0.2 MOD 0.5 MOD 0.5 LOW 0.2 MOD 0.5 QTY REMARKS 12 8 11 3 QTY REMARKS 14 12 8 15 SHOVEL CUT SKINNED SKINNED QTY REMARKS 9 17 85 29 3 133 76 3 37 61 12 21 14 29 7 3 STEMS MIN I SIZE I WATER USE I QTY I REMARKS AAC ADA ES FUM M P S YG i A S 4 5 s 6 7 DR -A DR, B 6 8 9 PROPOSED 2' PVC WATER LATERAL 10' BYH • CURB 11 O% �iAle" FT LFT L IN" L � / LFT L _k a FT LFT � �� ., �� i ISV r.SSa.ai' liic^:� rw 'iwsws r 5.y`=!I�`401. fitl a 0' BNH k �n4' BY♦4 .,u1T 0' BYH EXIS I ING 8' WATER MAIN PER CVWD NO.39946 VINE/ESPALIER BBK ^^'' TJ!� AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA YUCCA GLORIOSA BOTANICAL NAME BOUGAINVILLEA'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES GROUND COVERS BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET' ARIZONA COBBLE ��\\PRI ESPRFICIAL NURF GP \\\\\\�L PRIDE SPRING PLUS TURF D.G. Oft CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER -IN-LAWS TONGUE SPANISH DAGGER COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER • MEXICAN BEACH BLACK SOUTHWEST BOULDER 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5' HTS 5 GAL 3'-5' HTS SIZE 15 GAL 15 GAL CONT 3/4"-11/2" 2' LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 WATER USE MOD 0.5 MOD 0.5 USE 5 10 26 29 4 28 17 2 QTY 10 7 MULTI SINGLE MULTI / 3'-5' HTS REMARKS WIRE TO WALL WIRE TO WALL QTY REMARKS 440 SF MORTARED IN PLACE 1,819 SF 2,669 SF 218 SF DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ 11 % % % FINE , COMPACT TO 2" DEPTH AFTER WETTED AND ROLLED. TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS. HEADER / 6" STEEL / COLOR TO BE GREEN AT LAWN LOCATIONS BOULDERS TO BE CRESTA BY SOUTHWEST BOULDER(877-792-7625) SEE CONSTRUCTION PLAN FOR POT LEGEND 34 S 8' L'1'H YH 2 SI PL&RO CURB TING 8ee VCP WER MAIN PER CVWD DRAWING NO.7030 L-5.00 II L-5.02 KEYMAP Q EXISTING 1" WATER AN PER CVD NO.13137 LARKSPUR LANE cr a L-5.01 w 0 z I z D 0 /j 00 Q rn NORTH SCALE 1' = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL 10' 5' 0 These plans have been reviewed by the Coachella Valley Water District in accordance with California Gove nemnt Code, Section 65591 etseq. requiring efficient landscape and irrigation design in cooperation with the local governing agency [City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind maynot be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. ii,121 / lb Do 1_43081 CVWD Plan # ei I WATE I ANAGEME T E A OPMENT DE RTMENT. SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com O < LLJ U C/) w CL cn LU J w O Q� U w O w LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW TM EW TM R1407 1/1 d'1291/leg„ SHEET NO: L INIT. • • • BULLETIN-4(100% CD) PRUNE FRONDS BELOW pn HORIZONTAL PLANE PER ISA STANDARD TAMP & WATER -SETTLE WHILE PLANTING IRRIGATION HEADS VARIES SEE HEIG OF PALM BACK FILL WITH WASHED CONCRETE SAND AND WATER IN TO FILL ALL VOIDS. DO NOT COVER WITH MULCH OR TOPSOIL AS SAND MUST BREATH. CAS DATE PALM NO SCALE / ROOT BALL 71 ROOT BALL + 18" ON ALL SIDES PLANTING AT TURF AREAS KEEP TURF CLEAR FOR A 18" RADIUS CIRCLE AROUND THE TREE. MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. I_ RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. II xx NT JOO x— + ca.Dm°11 m 2CSI :up 0 THEREBY EXTENDING THE DRAIN FIELD. NOTE: IN HEAVY SOIL, PIPE MAY BE CONNECTED TO A COMMON DRAIN AND EXTENDED DOWN INTO AN AUGURED HOLE OR SUBSURFACE DRAINAGE SYSTEM ROOT BALL GRADE UNDISTURBED NATIVE SOIL 4" PERFORATED PIPE W RAPPED WITH LANDSCAPE FABRIC FILLED 6" FROM BOTTOM W ITH PEA GRAVEL. SURROUND DRAIN TUBE WITH 3" OF PEA GRAVEL SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. • PLANTING AT • SHRUB AREAS ROOTBALL IIIE1IIIII BACKFILL MIX, SEE / I 2X ROOTBALL NOTES AND SPECIFICATIONS I32" AT 15 GALLON 48" AT 24" BOX PLANT PIT DETAIL 72" AT 36" BOX 72" AT 36" BOX /\E TREE DOUBLE STAKE PLANTING widest dimension of root ball J KEEP MULCH 6" - 8" FROM BASE OF TREE. MULCH WATER WELL AREA TO 3" DEPTH. 6" HIGH WATER WELL AT SHRUB AREAS. FINISHED GRADE AT SHRUBS. -III=III=I' ' 111=1 I I —I PI ANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. Notes: 1- Vines shall be of quality as prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detai . VINE - UNMODIFIED SOIL J1/2' = 1'-0" Mo PRUNE FRONDS BELOW HORIZONTAL PLANE PER ISA STANDARD TAMP & WATER -SETTLE WHILE PLANTING I - ROOT BALL 2 x DIA OF ROOT BALL r6� PALM TREE _ NON - SKIRTED R-PL-01 \ y NO SCALE STAKING DETAIL 70..c. of wall or building. 1 ....... - ROOT �II 16" Lean nursery stake against the wall. Stake to be removed at the end of the maintenance (warranty) period after the vine has attached to the wall. - Vine. - moot ball. t" x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Thor to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. • 4" layer of mulch. No more than 1" of mulch on the top of the root ball. (See specifications for mulch). Finished grade. Pavement. Slope sides of loosened soil. - Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil. Existing soil. URBAN TREE FOUNDATION ©2014 OPEN SOURCE FREE TO USE FX-PL-FX-SHRB-05 = HORIZONTAL PLANE BACKFILL WITH NATIVE SOIL DOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRE THROUGH THE EYE OF "CINCH -TIE" RUBBER SUPPORT. 2" DIAMETER LODGEPOLE PINE TREATED TREE STAKES. SET PERPENDICULAR TO PREVAILING WIND. REMOVE NURSERY STAKE BY THE END OF MAINTENANCE. 1 X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. I--'III11'rIIll'Ill 1I- BACKFILL PLANTING AS PER PLANTING DETAIL. AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. FX-PL-FX-TREE-11 FINISH GRADE UNDISTURBED NATIVE SOIL NOTE: SEE HEIGHT OF PALM SUPPORT AT TOP AND BOTTOM, REFER TO PLANS FOR TYPE AND LOCATION. 1/8" ZINC COATED THIMBLE. SEE END DETAIL. THREE 1/8" ZINC COATED U-BOLT AND SADDLE WIRE ROPE CLIPS. \\- 3/32" CLEAR PLASTIC COVERED WIRE ROPE. SEE END DETAIL. R-PL-04 Shrub. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil. os 1, .1 • / t. i')l-T:..v/- i/\i \I/t\.s/61r j1 \1 !al to oti kA !• I. �it'' ' `+ ;L; it °:,'•tit. . I- a. 1J1'11-1_ IH2H-HI 6IIIIin1Iinsin_ ` 1- 3 's widest dimension of root ba SECTION VIEW Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. SHRUB - UNMODIFIED SOIL 3/4 = ' 0" LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. TYPICAL END DETAIL ilk VERTICAL WIRE ROPE SUPPORT 2/3 kiwi WIIW.W BOULDER Ex sting soil. FINISH GRADE / \\\<//' S U B GRADE .NA A / NOTES: - BURY BOULDER A MINIMUM OF 1 /3 ITS HEIGHT BELOW GRADE BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL BOULDER_FLAT NO SCALE FX-PL-FX-SHRB-11 DECOMPOSED GRANITE 4 2"-3" COBB 3"-6" COBBLE COBBLE LAYOUT NO SCALE R-PL-09 URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE FX-PL-FX-SHRB-04 N NOTES: 1-7 Rootball 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. VOTVT V Verivir 1/2" EnV]rDLOCTM PLUS BACKING SYSTEM WEED BARRIER W / EMBOSSED 2' LAYER OF 1 /4" INCH DUST OR FINES. UNWASHED 6" LAYER OF 3/4" MINUS UNWASHED NATURAL DIRT SUBGRADE COMPACTED SYNTHETIC GRASS SPIKES AROUIID PERIMETER j'�SYNGreen Platinum I GRASS FIBER vyyv D 0 NOT TO SCALE vvvv+vovvvv SPECIFICATIONS YARN TYPE: GRASS ZONE"^: 1EJtTURIZED HIGH BULK NYLON HB YARN TYPE: THATCH ZONETM: N/A YARN COLOR: GRASS ZONETM: TURF GREEN PILE HEIGHT: GRASS ZONE^^: 1 /7 YARN TYPE: THATCH ZONETM: N/A YARN FACE WEIGHT: 47 OZ ROLL WIDTH: 15' WIDTH MAXIMUM DRAIN RATE: DRAINS FROM TOP NOTE: THE GRASS MUST BE INSTALLED AND SEAMED WITH ADJACENT PIECES RUNNING IN THE SAME DIRECTION: SEAMS SHOULD BE GLUED WITH SUITABLE SEAMING GLUE AND SEAMING CLOTH NOT ADHESIVE TAPE. CONCRETE e 4 d cFr71RINn. THE GRASS TO GALVANIZED FLAT HEAD SYNTHETIC GRASS SPIKES OR STAPLES EVERY 2' TO 3' FEET ALONG PERIMETER iN a a NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH SPECIFICATIONS BY FACTORY AUTHORIZED INSTALLERS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetolls.com/info REFERENCE NUMBER 1437-1390. ARTIFICIAL TURF KD) NOT SCALE 1" MIN. III FINISH GRADE III DECOMPOSED GRANITE - DECOMPOSED GRANITE 3/8' MINUS WI 11% FINES - WETTED AND COMPACTED TO A 2' MINIMUM DEPTH. DECOMPOSED GRANITE AT HARDSCAPE �/ NO SCALE COBBLE PLACEMENT NOTE: RANDOMLY AND LOOSELY MIX DIFFERENT SIZE COBBLES TOGETHER TRANSITION COBBLE INTO DECOMPOSED GRANITE AREA. ACCENT PLANT BOULDER ( FOR MATERIAL AND SIZES, SEE PLANT LEGEND) R-PL-06 R-PL-13 CVWD LANDSCAPE APPROVAL R-PL-03 These plans hove been reviewed by the Coachella Valley Water District in accordance with California Govememnt Code, Section 6559I et seq, requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way. Trees. plans, walls. and permanent structures of anykind may not be planted or installed in CVWD and USSR easements or right-of-way without first obtaining an encroachment permit fromCVWD. pz,r., / II/ Date L43082 ®VWOPlan # .u,—iaiiini a=in II nl=11111111111ll1;111.4� PMENT S i9S'rS�1�CRTMENT w J I= I— w w LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com U w O 0 LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 TM EW TM R1407 1/29/16 SHEET NO: INIT. EW EW PER OWNER I EW -I BULLETIN-4(100% CD) 6 tt EXISTIN 3 80i VCP SEWER MA's PER CV WDI DRAWIN NO.620 0 A GATE 13 1 \ PME TRANS FORMER CHAT OF WORK EXIST ARE HYDRANT N a L 1 1 1 1 CUR ET -I I GRADE 11500 GALI CURB CURB A > LIST OF WORK EMS IINU a WATER MAIN PER CVWD NO.39946 LIGHTING SCHEDULE; SYMBOL V DESCRIPTION TREE UPLIGHT ACCENT LIGHT V UNDERWATER LIGHT WALL WASH PALM UPLIGHT iL_O COLUMN DOWNLIGHT • BOLLARD STEP LIGHT QTY MODEL 7 KICHLER 16011AZT 16 KICHLER 16004AZT 5 BY POOL CONTRACTOR 32 KICHLER 16070AZT 26 KICHLER 16010AZT 11 KICHLER 49494AZ 25 KICHLER 16132AZT 41 KICHLER 15782 AZT OUTDOOR DUPLEX 23 OUTLETS DOWNLIGHT 4 BK MAMMOTH LAMP HOTEL FT Tll I I 1111 1111 1111 I 1111 1111 1111 1111 1111 1111 vv 111L%‘/v `JI1vvvILI. 26' LARKSPUR LANE WATTS OPTIONS 60° WIDE FLOOD 13W 35° WIDE FLOOD 4W 4W 35° WIDE FLOOD 13W 16W 3.57W 0.86W 120W AIR STREAM v �ovvvvvvvvv ARTIFICIAL TUFF 44'x4Y PL8cRpW/ LED TAPE II MN 11 GUTTER CAI IIML, d v%r- S EWER MAIN PER CVWD DRAWING N O.7028 II 1 HER 7 A > Vie 1;11 1I -a-aa-aaa� t� J NOTES: 1. INSTALL ALL LIGHT FIXTURES PER MANUFACTURES SPECIFICATIONS. DESERT LIGHTING `TEL: 44131-8010 2. LIGHTING CONTRACTOR SHALL SUPPLY OWNERS REPRESENTATIVE WITH ONE SAMPLE OF EACH FIXTURE FOR APPROVAL PRIOR TO INSTALLATION. 3. NO SUBSTITUTIONS ALLOWED WITHOUT PERMISSION OF LANDSCAPE ARCHITECT. 4. ALL LIGHTING CIRCUITS SHALL BE BY OTHERS. 5. QUANTITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED ON THE PLAN BY THE BIDDING CONTRACTOR. 6. LANDSCAPE LIGHTING SHALL BE OPERATED BY PHOTO CELL "ON" AS DIRECTED BY OWNERS REPRESENTATIVE LA r-- SPA WS+12" BS 24" DEPTH DEPTH - 3 1/2' DEPTH - 3 1,2' UPI LIST OF WORK SPUR LANE POOL 5Tx18' 5 1a' to JI INC, a SEWER MAIN PER CVWD DRAWING NO.7028 / OF 11 • II ■ 75, r- 8 v v' Ave v v v\ rr, < Vr,r EXfsi11Vu a.. WATER MAIN PER CVWD NO.39946 IL RaW —teufW "2WP UP A, .�, r .,wIS PROPOSED 2" PVC — WATER LATERAL LANDSCAPE E)CSTING 8" VCP SEWER MAIN PEt CVWD ARN/WING N • 7030 CC 0 • EXIT WA1 PER O NO. 0 —PL&RO CURB 29' 291— PL&ROV� -CURB TING 8" VCP WER MAIN PER CVWD DRAWING NO.7030 r NORTH SCALE: 1" = 16'-0" GRAPHIC SCALE 48' 32' 16' ICVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with CaliforniaGovemeinht Code, Section 65591 et seq. requiring)efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach Into district and USBR Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way wiihout first obtaining an encroachment permit from CVWD. CVWD Plan # EXI: WA11 PE NO 0 WAIF; ANAGEMENT OPMENTS RTMENT I w J I- I- w w 2 Cr) LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com HOTEL PASEO J LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. M f FSFRT CA a SCALE: 1 /1 6"=1'-( INI REVISIONS: ADDENDUM 1 3/31/16 PER OWNER E` CVWD COMMENTS 4/22/16 E1 DELTA 7 �09/22/16 PER OWNER E' A: SHEET NO: PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to checking adjusting and repairing irrigation equipment; resetting the automatic controller; aerating and de -thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. PLANTING V. LOSS OR DAMAGE TO PLANT MATERIAL BY CONTRACTOR Shrubs trees and plants damaged or killed due to the Contractor's operations, negligence or chemicals, shall be replaced at no cost to the Owner. VI. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall include: A. Exact location(s) where disease and/or harmful insects are prevalent. FERTILIZATION To be decided on site based on the soil condition. IRRIGATION SYSTEM I. Operation A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and adjusted accordingly to maintain efficient use of water being applied. B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff. C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. E Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an irrigation system, or any area resulting from the physical breakdown of the irrigation system. City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall II. Maintenance A. The Contractor shall be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and backflow protection devices, including the following items. Plastic Pipe P lastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Q uick Coupler Valves S prinkler Heads Valve Boxes Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape Architect. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan. b. Plastic pipefittings and connections shall be PVC Schedule 40. 2 The Contractor shall inspect and examine the irrigation system while water is on twice per month. 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth. 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -site. All grass clippings deposited on III. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers All tools and equipment to complete the work specified Plant materials damaged by the Contractor Overseeding roadways or walks shall be picked up after each mowing or trimming operation. Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Spray Heads Lawn Irrigation days oer week. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 Spray tvoe head for lawn (in minutes oer irriaation davl. by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Rotating type head for lawn lin minutes oer irriaation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Bubblers and Emitters Tree & shrub irrigation days per week, by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 5 4 3 2 Bubbler tvoe head for trees lin minutes oer irriaation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 10 16 20 28 36 40 42 34 30 20 14 8 Emitter type head for shrubs lin minutes oer irriaation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 12 18 24 36 42 48 48 42 36 24 18 12 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week, and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Govememnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing byCVWD staff does not constitute approval to encroach into district and USBR:Rights-of-Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right of -way without first obtaining an encroachment permit from CVWD z.Jtiju Date CVWD Plan # ®•III I I Al.—mnunm. 1nn..I, 'lull III I ANAGEMENT OPMENT S $ 1C) S TMENT SHEET TITLE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com W J 0 uJ U C/) W wU cn Z W < `OZ J Z 1Z QQ LI_ O 0 >-Z �< U Z 0 F U w ia_ z CU w O 0 HOTEL PASEO LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 PALM DESERT, CA TM EW TM R1407 1/29/16 SHEET NO: NIT. EW EW PER OWNER EW • BULLETIN-4(100% CD)