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45400 LARKSPUR LANE (HOTEL PASEO)
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 EL PASEO SHADOW MOUNTAIN MESA DRIVE PORTOLA AVE. 1HWY1111- L-1.0O-L-1.03 L-1.04 L-2 00-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 NORTH WATER CONSERVATION STATEMENT: Landscape Documentation Package Checklist El paseo hotel Tract or Parcel Number T5SR6E SEC 20 Assessors Parcel Number (APN): 627262011 Project Location: East of Larkspur Ln & North of shadow mountain Dr Landscape Architect / Irrigation Designer / Contractor NE RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca. Included in this Landscape Documentation Package are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: Recreational Turf grass Landscape: Maximum Applied Water Allowance: X 3. Estimated Total Water Use by Hydrozone: X Very Low Plant Hydrozones: 226.64 100 cubic feet per year O 100 cubic feet per year 226.64 100 cubic feet per year Low Plant Hydrozones: 6 O 100 cubic feet 1.60 100 cubic feet 100 cubic feet O 100 cubic feet O 100 cubic feet O 100 cubic feet O 100 cubic feet 3.09 100 cubic feet 188.92 100 cubic feet Moderate Plant Hydrozones: 124.23 High Plant Hydrozones: Turf grass Hydrozones: Recreational Turf grass Hydrozones: Annual Color Water Features: Estimated Total Water Use (ETWU): 4. E1WU C MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report per year per year per year per year per year per year per year per year per year 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 Wang Water Use Calculations El paseo hotel Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of giants by water use Very Lary 1 0 Law I 419 Mod I 338 High I 0 Total 757 Conventional Landscape Recreational Turf Zone No. 1 1 Site Information 1 10598 1 0 o I 60 0 I %of Total Landsca aLe 0.000 0.554 0.446 0.000 1.00 Maximum Applied Water Allowance Eto 57 01 57.01 Plant/irrigation System Type: Drip / Bubbler/ Micro Spray Season Zonal Bo Rant spring 15nmoar Fail -Water ITOTAL Value Factor 12.54 0.20 34.77 0.20 9.70 0.20 Plantflrrigation System Type: Drip / Bubbler/ Micro Spray Season ono Bo Rant Value Factor I Spring 12.54 0.50 minima 34.77 0.50 Fall -Wnter 9.70 0.50 TOTAL Plant/lrrigation System Type: Invalid I rigation Efficiency Season Zonal Bo Rant 'Spring Sumner as -Wnter ITOTAL Value Factor 12.54 1.20 34.77 1.20 9.70 1.20 Square Footage 0.00 5866.m 4732.00 0.00 Water Adj. Total Sq. Conversion Factors Factor Ft. 0.62 6.45 10658 0.62 082 0 0.62 Estimated Water Use Zone 1 Area sq ft. 5866.00 51366.061 5866.00 Zone 1 Area sq. ft. 4732. 4732. 4732. Zone 1 Area sq. ft 60. 60. 60.00 748 748 748 TOTAL MAWA MAWA 226.641 226.641 In. Eff. Area Seasonal Plant Factor: 0.9 ' 5866.00 2 Low Conversion Factors I Estimated 0.62 748 trl. Hf. Water Use 0 62 748 0.9 13.55 0.62 748 0.9)37.57 0.62 74B O. I 10.48 61.60 Irr. Eff. Area Season I Plant Factor: 0.9 ' 4732.00 3 Mod G version Factors Estimated 0.62 748 Fri. Elf. Water We 0.62 748 0.9 27.32 0.62 748 0.9 75.76 0.62 748 0.9 21.14 124.23 In. Eff. Area Seasons Plant Factor: 1.1 60.00 7 Moving Conversion Factors Bfaraled 0.62 748 trl. Bf. Water Use 0.62 748 1 0.62 748 1.? 0.62 748 1./ Estimated Total Water Use 188.92 STANDARD SYMBOLS AND ABBREVIATIONS +12" C e A 0 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 MN COL HP LP DIA CONT HT SIM O.0 DG TW 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) 0.66 1.89 0.53 3.09 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 CONSULTANTS: REVISIONS REVISIONS DtSCRIPTION 1 ADDENDUM 2 CVWD 2ND COMMENTS 7 OWNER COMMENTS 9 SIDEWALK & PATIO LEVEL 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 WRITEN CONSENT OF RGA, INC. CY1 LANDSCAPE ARCH. INITIALS EW EW EW EW CVWD ENGINEERING APPROVAL DATE 3/31/16 4/22/16 9/22/16 6/16/17 CITY OF PALM DESERT DEPARTMENT OF COMMUNITY: DEVELOPMENT' APPROVER BY: ❑ C.0 RES. NO ^Ct STAFF LETTER ❑ K RES. NO ❑ ARC ACTION BYa�- 4STRUCTfON SF+AIL COMMENCE WITHIN E YEAR OF THE APPROVAL f ,L.fT . I � ht4 7 -Pr a. CVWD LANDSCAPEAPPROVAL 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 USER 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. ii.i2't, Ib Date L43071 CVWD Plan # . DEMENTS I II TMENT i J LLJ H 0 0 LLJ ci) 0 J uJ 0 r QO Z Z uJ uJ 00 O O SYM MODEL KANUU N DIA60 X 30 KANUUUN DIA 36 X 36 POT SCHEDULE REMARK 6 VW AU I U IKKIIjAIION 4 W/ SELF IRRIGATION VVI AU I U IKKIUA I TUN 22 19 W/ SELF IRRIGATION 11 GOON 0 4X36 0 1 MUNIUA KLLU I ANULt 3 ALL StLr 1KK1tR 11LTIN1 F 60X22X18 G MUNILA KaIANULt 14 ALL Sal-1KK1uA I MUIV 96X22X18 IYU IS CY UKANULLK. I a: /'11I-ilJ-44I L. LIUn I bANU riNISn OFFWHITE TO MATCH THE SUBMIT SAMPLE BEFORE ORDERING EXISTIN SEWER PER Cyr DRAWIN f,;lC p620 LIMIT OF WORK I _III.,, 0 0 0 L_i } UJ TRANS I FORMER L J LIMIT OF WORK KEYNOTES 5 1 /2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL BL A 245(24" EXTERIOR PORCELAIN PAVER. "PIL7RA PIASNBD " OR TBS IN STACKED BOND BY OWNER, SEE PLAN FOR SCOREELNE PATTERN ,SEE N ,SEE SHEET OSHEET LI2.00 DETAIL B 4 1 /2" THICK CONCRETE WITH SAND FINISH, COLOR 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 BOCCE COURT COVERED WITH SHELL MIX ADA ACCESS ON NORTH END, COLOR TBD. ADA ACCESS FROM END ,SEE SHEET L-2.00 DETAIL POOL GATE, SEE ARCHITECTURE PLAN FOR DETAILS 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 ACCENT WALL, SEE SHEET L-2.02 DETAIL I 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 • CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD ® Q 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 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 • ASPHALT DRIVEWAY PER CIVIL PLAN 000 MONUMENT SIGN BY ARCHITECT QQ PEBBLE STRIP. SEE PLANTING PLAN FOR MATERIAL A® POOL CABANA. "ST TROPEZ" W/ STANDARD CANOPY BY TUUCI (305-634-5116), FABRIC COLOR TO BE SAND & IVORY PA 0 sr_ BELOW G DE 150 GAL GREASE KEPT - J � Q LIMIT OF WORK HOTEL / 1138 137.1 151 152 EL; yiL}Nli CONCRETE FOOTING / FLATWORK. - 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 STANDARD: ENDS (MIN). SEE PLAN FOR STEEL SIZE, QUANTITY AND LOCATION. MIX 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 PARAMETERS: TYPE 5 PORTLAND CEMENT SS WITH TH A .3 DIRECTED WATER BY SOILS CEMENT REPORT ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT); SUPERPLASTICIZER ADMIXTURE (10-18 FL.OZ. PER 100 LBS OF ) CONCRETE SHALL HAVE 0 E.CCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4,500 PSI. THE TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3% ALUM WATERPROOFING KEYNOTE ( RETAINING WALLS j - PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL. WATERPROOFING SHALL BE EXTENDED FROM FOOTING to 2" MIN. ABOVE GRADE. HARDSCAPE GENERAL NOTES. - ALL - ALL CONCRETE CO ORS TO BE CONFIRMED BYCONCRETE SHALL BE .47 WATER / CEMENT RLANDSCAPE ARCHITECT IN F E D PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. OR SALT CONTENT . - INCLUDE PENETRATING SEALER ON ALL SITE CONCRETE AND PAVERS. (MATTE FINISH UNLESS OTHERWISE SPECIFIED. - PARKING, ROAD LAYOUT AND DRIVEWAYS BY OTHERS. - ADA ACCESILITY ANALYSIS, COMPANCE AND DESIGN - LANDSCAPE ARCHITECT MUST FIELD REV EW FLATWORK LOCATIONS PRIOROTO CONCRETE BEING POURED. THERS. ( SHWN HERE FOR REFERENCE LY . - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. L . SCORE JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION GCOMPO ND LANDSCAPE ARCHITECT. JOINTS BETVJEEORE N FLAOINTS SHALL BE TWORK AND STRUCTURESSO THAT NO MORE THAN OROR COLUMNS OR WALLS. 400 S.F. OF CONCRETE IS OPEN.WITH - - EXPANSION JOINTS - TOPROVIDE L 1 /O FELT INTENSION PLANTER JOINT SEA - IRRIGATION SLEEVINGONO)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 - CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. PRIOR TO CONCRETE POURING. - CIVIL ENGINEERING BY OTHERS POOL / WATER FEATURE. - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES - POOL AND SPA SHALL BE WHITE PEBBLE-TEC FINISH. - RECREATION AREA "A" WILL HAVE BEACH ENTRY ACCESS AND SLEEVING FOR HANDICAP CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CUTOUT SHEETS TO LANDSCAPE ARCHTE . G I2:1G II G I G I G 6 BOCCE COURT 49 x10' DA,A•LaCESS 150.1 I KEYMAP 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 E2 0 Z ATCHUNE Co ATCHLIHEA MATCH- E;-F 0 y.t 1.03 r pi 2 o LARKSPURILANE N Fra NORTH SCALE: 1 ' = 10 -0" GRAPHIC SCALE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN LANDSCAPE ARCHITECT: SHEET SPECIFICATIONS BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS. ADDENDUM 1 3/31/16 PER OWNER EV1 CVWD COMMENTS EVE 4/22/16 - DELTA 7 �09/22/16 PER OWNER EV_ TRELLIS DETAIL 03/29/17 PER OWNER E4 SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER E\ J J TM EW_ TM R1407 1/29/16 1 /10"=1'-0' 1NIT, SHEET NO: L-1.00 • • POT SCHEDULE MODEL QTY REMARK r�wx1e3€8udaf48 HK3fB��8r KHNUUUN DIA60 X 30 KHNLiUUN DIA 36 X 36 NL5UUN MUNItyJ�4X36 ktU IANLiLL ALL StL1 1KKibA I run( 60X22X18 MUNIUA Fitt; IANLiLt ALL JtLF IKKIUA 11UN 96X22X18 I'U I J by UKANULtK. ILL: /'E-9/1 -401 L. Mill I OHNU I-INIJK OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING 11 b VV/ HU I U I1-04ILiAll1ON 4 W/ SELF IRRIGATION 9 VW AU I U IKKILtH I TUN 19 W/ SELF IRRIGATION 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 ® 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 A® MONUMENT SIGN BY ARCHITECT T® PEBBLE STRIP. SEE PLANTING PLAN FOR MATERIAL 3 14 G I G , §I MATCFLIIIE A ramie C V MATCFLl1E A TCFLIIE C C G i ti I IoEP-1a,— ISPA WSi15 BS21" I L — B 4"0 WATER HEATER VENTS [FROM BELOW) CONCRETE FOOTING / FLATWORK F LIMIT OF WORK RAMP UP RAMP UP I:>TWio z /Act G� DNsr o ST-3 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 ( RETAINING WALLS ) - 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. 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 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. N PA I � I ING d" ISE`NER MAIN - R CVWD *NINS :.7030 I IY PA T.A PA A PA 11 4-mti PA gf CC 0 z_ Z 0 0 0 CD VJ ---PL&ROW 7-7 :URB F KEYMAP IL) LARKSPURjLANE L-1.01 Efl 1. iM MATCHUNEA ATCHUNE C MAi A ATCHt1NEC III • y- 2103 r /2 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, I 73061 EL PASEO, SUITE 210 P DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.cor • • • • LANDSCAPE ARCHITECT • • SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 / 1 \3/31/16 PER OWNE A CVWD COMMENTS /2 \4/22/ 16 DELTA 7 A09/22/16 PER OWNEI TRELLIS DETAIL 03/29/17 PER OWNEI SIDEWALK & PATIO LEVEL 06/16/17 PER OWNEF Al SHEET NO: L-1.01 • • SYM POT SCHEDULE MODEL QTY LLMLRJAKE A REMARK 142dLi N OW/ AU I U IKKIGAirl1N B DIA60 X 30 11 4 W/ SELF IRRIGATION KANUUUN 9 VV/ AU I U IKKIGA I IUN C DIA 36 X 36 22 19 W/ SELF IRRIGATION AN 'DUN IA f 8 a 0 AHtl-tqld E e4K24X36 0 F MUNIDA Kt(; I ANGLt ALL SELF 1KK.LUA I lUgr 60X22X18 MUNILAKtU IANULt ALL SELF 1KKLUA I JUN 96X22X18 HU I S tlY OHANULEK. I tL: /1 I-9/9-4212. LIGHT SAND FINISH OFFWHITE TO MATCH THE BU LDING. SUBMIT SAMPLE BEFORE ORDERING G KEYNOTES 5 1 /2" THICK CONCRETE IN NATURAL COLOR W/ BLOOM FINISH ,SEE SHEET L-2.00 DETAIL B 24"x24" EXTERIOR PORCELAIN PAVER. "PIEfRA 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 ARE 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 3 CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD O DRAINAGE INLET, REFER TO CIVIL PLAN J 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 A9 MONUMENT SIGN BY ARCHITECT 3 14 LIMIT OF WORK PA EXIST FIRE HYDRANT 0 LIMIT OF WORK 111 f>' at I 01 0 H BEkDE OW GRJ G DE 150 GAL GREASE EP7 CURB---N —CURB LIMIT OF WORK L./ R.;I'6.: WATER MAIN PEP CVWD NO.39940 3 l CURB M/I • HOTEL I. PA • V ICI • V 26 LARKSPUR LANE CONCRETE FOOTING / FLATWORK • ar v13 D PA GUTTER afis CURB 1-1INU 8 VCr SEWER MAIN PER CVWD DRAWING NO. 028 G U T 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 ( 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. - HYDRAULIC DESIGN: POOL AND SPA EQUIPMENT AND CAPACITIES DETERMINED BY POOL CONTRACTOR. SUBMIT CATALOG CUTOUT SHEETS TO LANDSCAPE ARCHITECT. PA MATcFI DE A MA7C:F 0 0 • II II II II II II II II 11;7 LARKSPUR L KEYMAP d 'B • • F F MATCHIINE AA MATCHLINEC PMrCHLINEA MATCHUNEC LARKSPURILANE NORTH SHADOW MOUNT IN DRIVE SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN w F- I— w LU 2 LANDSCAPE ARCHITECTS, I 73061 EL PASEO, SUITE 210 F DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.cor Z —J ca.. Z 0 f— U D cy C Z 0 U HOTEL PASEO • • • • LANDSCAPE ARCHITECT SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNEf CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 PER OWNEf TRELLIS DETAIL 03/29/17 PER OWNEf SIDEWALK & PATIO LEVEL /9\06/16/17 PER OWNEF EN 1/10' A: SHEET NO: L-1.02 SYMI A B C DI POT SCHEDULE MODEL QTY REMARK FeAE4I5GUN DIA60 X 30 RANGOON DIA 36 X 36 I AI'tK E I FF�4X36 0 • MUNIC: tU IANULt ALL F 60X22X18 3 MUNIUA KtU IANULL ALL G 96X22X18 14 F'VI by LIIANULLK. ItL: /14-9/`-4L"IL. OFFWHITE TO MATCH THE BUILDING. BEFORE ORDERING 11 22 6 W/ AU 1 U IKMIGA1 ION 4 W/ SELF IRRIGATION 9 W/ AU I U IKKIGA I !UN 19 W/SELF IRRIGATION th°NGOON O 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 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 © CONCRETE SIDEWALK, NATURAL COLOR W/ BROOM FINISH. PER CITY STANDARD ▪ DRAINAGE INLET, REFER TO CIVIL PLAN • PORTABLE FIRE PIT WI 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 A® MONUMENT SIGN BY ARCHITECT AQ PEBBLE STRIP. SEE PLANTING PLAN FOR MATERIAL I JLLI- 11<K LUA 11i11`1 JLLI- 1KK.LUA 11WN LIGFi I JANU rINIJl1 SUBMIT SAMPLE 01Im I MATCFLIE A I I ATCFLIE C MATCFLI'E C G c®A ..... . I •.....•.i...a.. NI It 4 S�URI LANE GUTTER EXIST FIRE HYDRANT 4 \1 Rio a—aa 3—ao 0 0 0 I tip_ 0 LIMIT OF WORK LARIKSPUR LANE PA tht I I I I I I I I I I I I I S VAN ACCESSIBLE 10114 J n n, l--Pv SEWER MAIN PER CVWD DRAWING AI,-, n O PA 2 SAN S a 3 LXIS I (NU ti WATER MAIN PEP, CVWD NO.39946 CONCRETE FOOTING / FLATWORK S 4 I'\V/1 HOTEL S S 5 6 S 7 S S B 9 PROPOSED 2" PVC WATER LATERAL PA CURB 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 ( RETAINING WALLS ) - 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 I. - LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. - ALL GRADING AND DRAINAGE DESIGN ON FLATWORK BY CIVIL ENGINEER. L . 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. f PA PA • a 6 —PL&RO —CURB INIG 8 VCP MAIN r—Cr CVWD DRAWING NO.;030 _-1.0 I/ t- t .U2 KEYMAP EXISTII WA TES" ©EI? CV NO.1s'1: I • •,SLd ,t/ • MATCHHNE A MATCHUNEC MAiCHLINE A MATCHLINEC . ., W 0 O I- Q Z a c 2' viAIN D el ° 1411 .03 LARKSPUI4LANE NORTH 0 z z D 0 2 0 0 SCALE: 1 ' = 10 —0" GRAPHIC SCALE 30' 20' 10' 5' 0 NOTE: SEE SHEET L-1.04 FOR DIMENSION PLAN 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 SHEET TITLE z Q a_ z 0 U ND z 0 U U w O D HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ 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 A09/22/16 PER OWNER EW TRELLIS DETAIL 03/29/17 PER OWNER EW SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER EW PALM DESERT, CA SHEET NO: L-1.03 TM EW TM R1407 1/29/16 1/10"=1'-0" INIT. BULLETIN-4(100% CD) DIMENSION KEYNOTES 1 2 3 I • I _ TRANS FORIAER 0 II PA EXIST FIRE IEYDRNr w a 0 0 r I L I LSAT OF WOW 157. a. LMOFWCW _r III I III 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 LARKSPUR LANE n POT SCHEDULE SYM1 MODEL QTY REMARK A u_suuAKt NANGL bVV/ AU IUIKKIG)(TIUN B DIA60 X 30 11 4 W/ SELF IRRIGATION KANUUUN 9 W/ AU I U IKKI(iAI IUN C DIA 36 X 36 22 19 W/ SELF IRRIGATION AN UUN IA tl IArtK,��j1Jl�! —t E Lgh'14X36 0 MUN U K LIANULE ALL F 60X22X18 3 0 S LLI- 1KK1UA Inc11 MUNIUA KEU AANGLE ALL StLF 1KK1UA ITUN G 96X22X18 14 NU I S CY UHANULEK. I EL: (14-9/9-4212. LIGH I SAND FINISH OFFWHITE TO MATCH THE BUILDING. SUBMIT SAMPLE BEFORE ORDERING 0' 6 d II 0 1 a p V BOCCE COURT 472 IU' 48' r 7- A I LARKS °URI LANE Lap 1 0 I 14 5'-6'1 H"3Ld1J-_1R' EXISTFlRE HYDRANT o ll`I DEPTH -31/2 M/ Lair OF Weir SPUR LANE 1714' r LW OF WOW a 7—F 3' � POOL 57xIB' ....ems ....L O PA I s////yII K s fer Lt2 LL J 16' I Y i� �T..j HOTEL el 4 - PA131` I: I. 4'-41-e-9 of l' 1-6 Y PA 6'6'.' 4 8"—/v I a itz O S3 5 CO • C' NORTH SCALE: 1 ' = 20 -0" GRAPHIC SCALE SHEET TITLE LANDSCAPE ARCHITECTS, 73061 EL PASEO, SUITE 210 DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.cc z Z 0 N Z LCLl 0 LANDSCAPE ARCHITEC SPECIFICATIONS SHEET LI BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNEI CVWD COMMENTS 4/22/16 DELTA 7 009/22/16 PER OWNEf TRELLIS DETAIL 03/29/17 PER OWNEf SIDEWALK & PATIO LEVEL 06/16/17 PER OWNEF • 1 /' 1/20 SHEET NO: L-1.04 50' 40' 20' 10' 0 1 2' THICK PORCELAIN PAVER CONCRETE BASE STRUCTURAL WATERPROOF BARRIER AI PAVER E (POOL NOTE TO BE INSTALLED PER (CPI SPECIFICATIONS BY AN (CPI CERTIFIED INSTALLER EXPANSION JOINT SCORE JOINT (SAWCUT) 1/2" EXPANSION JOINT WITH SELF -LEVELING, SANDED JOINT SEALER. SEALER TO BE DECOSEAL 125 OR APPROVED EQUAL. 3/4" RAD. TYP. CONCRETE SLAB CONCRETE SLAB 1/4"W x 3/4"D SAWCUT SCORE JOINT -SPACING © 6' O.C. 1-1/2"=1'-0" B I CONCRETE PAVING 4'-0" 0 N o / 1 '-o" Jr TYP YP POOL EDGE AT STEPS 1 1/2"- le 1'-0" TYP SPA EDGE AT STEPS WL 'I 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 • J' 1'-4" // 1 1 /2" % #74 CO POOL EDGE NOTE: STRUCTURAL ENGINEER'S CALCS. TO BE PROVIDED BY POOL CONTRACTOR WI X 1 '-6" I SPA EDGE AT WALL 4'-0" 1"=1' CONCRETE PAD ROOF DECK SYNTHETIC NAILER BOARD COMPACTED SOIL SUBGRADE STABILIZED DECOMPOSED GRANITE, SIZE IN e'", COLOR TBD D IDG AREA CONCRETE COPING. POOL TILE TBD WHITE PILASTER GUNITE,PER POOL CONTRACTOR DRAWINGS PAVER EXP. JOINT W/ 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 O CMU BLOCK CEMENT PLASTER © METAL SCREED © TILE TBD 1-1 /2"=1 '-0" 1 "=11-0" SHEET TITLE LANDSCAPE ARCHITECTS, INC 73061 EL PASEO, SUITE 210 PALI DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: A ADDENDUM 1 /1\3/31/16 PER OWNER CVWD COMMENTS 4/22/16 DELTA 7 �09/22/16 PER OWNER _ TRELLIS DETAIL 03/29/17 PER OWNER _ SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER _ • • C I- C L Cs L C -C C • • • • SHEET NO: R1 1/29/ PER DE I I L-2.00 • • 1"=1'-0„ • 1'-1" 2'-6" �r I H I WATER FEATURE N Oa • • d d- 111 L 22' 191-10" 141-10" PLAN VIEW ELECT. CONDUIT FOR LIGHTS IN SHADE ELEMENT AND DUPLEX ON COLUMN J C49 PLAN VIEW I I I s I I 2'-6" 1'-1"- to D NOTE. W • • DRAINAGE • • OPEN n D • 'n..• ... GAS OR PROPANE OPEN • WATER SUPPLELY REVISE DIMENSIONS AS NEEDED TO SUIT SPACE, CONSULT HYDRAULICS II 11 II I1 II II I. I .II 11 11 11 II II / CONCRETE SLAB mom SECTION A U I DIM. I 3/16" FD1M. A T Metal Framing approved FRY FREVEAL�ng r�i { .. 3 •.• • 'C•ellag, 'F' Reveal Molding dam, _ Or Stucco'.• Lathing Water f---- -Ri estsbM . Barrier O : • A'//////////, I SECTION a -a WRAP BEAM AND C CHANNELS W/ 20 GA. GALV SHEET METAL AND GRIND SEAMS 2 NEW 4" C CHANNEL WELD TO BEAM 1 4Jx 1 Z" STEEL ANGLE WELD TO STEEL TUBE SLOPE TOP OF FRAMING 2% ELECT. CONDUIT FOR LIGHTS IN SHADE ELEMENT AND DUPLEX ON COLUMN y' CDX SHEATHING. HOLD t' CEMENT PLASTER W/ PAINT FINISH ->, C c c C CONTINUOUS Q' VENTED FRY F REVEAL FPM 75 V-50 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 /j a ri z�\ o I GALV STEEL FLASHING I, EASrFNFn Tr) ro I IMN. SILICONE SEALANT AT TOP OF FLASHING I J(16 t COLUMN DETAIL 1-1 BITUTHANE WATERPROOF OVER PLYWOOD AT TOP OF COLUMN SURROUND GALV STEEL STUD FRAMING ELECT DUPLEX. GFI W/ WP COVER KEYNOTE: EXISTING STEEL COLUMN EXISTING TUBE STEEL BEAM NEW 2"X4" STEEL TUBE -WELD TO BOTTOM OF C-CHANNELS 2"x2" LATTICE @ 6" SPACING,WELD TO TUBE FRAME EXISTING FOUNDATION NOTE: SITE MEASURED TO VERIFIED THE EXISTING STRUCTURE HEIGHT 11' 101 9'-10" 1 "=11-01i SHEET TITLE LANDSCAPE ARCHITECTS, IN 73061 EL PASEO, SUITE 210 Pi DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.corr V) J Q w Cl z 0 F U D F z 0 U HOTEL PASEO • • • • LANDSCAPE ARCHITECT: • • SPECIFICATIONS SHEET ❑ BOOK I 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 PER OWNER TRELLIS DETAIL 03/29/17 PER OWNER SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER 1/2 PER E SHEET NO: L-2.01 • • GI SHADE STRUCTURE { .. 3 •.• • 'C•ellag, 'F' Reveal Molding dam, _ Or Stucco'.• Lathing Water f---- -Ri estsbM . Barrier O : • A'//////////, I SECTION a -a WRAP BEAM AND C CHANNELS W/ 20 GA. GALV SHEET METAL AND GRIND SEAMS 2 NEW 4" C CHANNEL WELD TO BEAM 1 4Jx 1 Z" STEEL ANGLE WELD TO STEEL TUBE SLOPE TOP OF FRAMING 2% ELECT. CONDUIT FOR LIGHTS IN SHADE ELEMENT AND DUPLEX ON COLUMN y' CDX SHEATHING. HOLD t' CEMENT PLASTER W/ PAINT FINISH ->, C c c C CONTINUOUS Q' VENTED FRY F REVEAL FPM 75 V-50 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 /j a ri z�\ o I GALV STEEL FLASHING I, EASrFNFn Tr) ro I IMN. SILICONE SEALANT AT TOP OF FLASHING I J(16 t COLUMN DETAIL 1-1 BITUTHANE WATERPROOF OVER PLYWOOD AT TOP OF COLUMN SURROUND GALV STEEL STUD FRAMING ELECT DUPLEX. GFI W/ WP COVER KEYNOTE: EXISTING STEEL COLUMN EXISTING TUBE STEEL BEAM NEW 2"X4" STEEL TUBE -WELD TO BOTTOM OF C-CHANNELS 2"x2" LATTICE @ 6" SPACING,WELD TO TUBE FRAME EXISTING FOUNDATION NOTE: SITE MEASURED TO VERIFIED THE EXISTING STRUCTURE HEIGHT 11' 101 9'-10" 1 "=11-01i SHEET TITLE LANDSCAPE ARCHITECTS, IN 73061 EL PASEO, SUITE 210 Pi DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.corr V) J Q w Cl z 0 F U D F z 0 U HOTEL PASEO • • • • LANDSCAPE ARCHITECT: • • SPECIFICATIONS SHEET ❑ BOOK I 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 PER OWNER TRELLIS DETAIL 03/29/17 PER OWNER SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER 1/2 PER E SHEET NO: L-2.01 • • GI SHADE STRUCTURE Approximate Limits of Excavation Retained Soil 8" Min. Low Permeable Soil i 1:: ,,; tact: 1 � {.. .x.+;x- ♦. • "t. ▪ t%• • . �. c•.11 In - • • 4" Perforated PVC Drainage Tile Note: When site conditions require, wrap drainage the in 3/4" aggregate and titter fabric with drainage composite or aggregate back drain system, as directed by geotechnical engineer. • 11-1 • • •• •a t . '. yx F• •t'.. • ' . : .•„t• • -xx =• •_-< •"•,.. _max . • . x Reinforced Soli ): ; ;• - •••▪ • •... ~A._ vt •';� - . • • . ▪ t j • r. '. ,,i . . Y•�• : I .. ry. .-• . - :y ▪ • • • • • • • • • • 11 • 1.4m ;4aip : •'.Grid De F.•'• J • ▪ IL .• • • I' 7 (Foundation Soil Keystone 4" Universal Cap Unit Keystone 4" Century, Wall Unit U nit Drainage Fill (314" Crushed Rock or Stone) 1/8"-114" Typical Reinforced Wall Section 4" Century Wall Unit - Near Vertical Setback agog QeT _ 18" 112" Can Unit Elevation J (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 Finished Grade Design Height U nreinforced Concrete or Crushed Stone Leveling Pad 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 48Ibs Medium Unit Width * Height *Weight 11" 12" 4" 29 Ibs Small Unit Width: 7" *Depth: 12" Height 4" *Weight 18 lbs Excavation Limits 6" Crushed Rock or Unreinforced Concrete Leveling Pad Base Leveling Pad Notes: 1. The leveling pad is to be constructed of crushed stone or 2,000 psrt unreirrforced concrete 2.The base foundation Is to he approved by the site geotechnical engineer prior to placement of the leveling pad. Universal Cap unit Unit Face • . S 1__ -11. . •'r ... 3 4'r� :x.,l xi :.�.- s• Frr� rFrei Universal Cap Unit Width: *Depth: Height *'Weight Century Wall Unit/Base Pad Isometric Section View * Dimensions & Weight May Vary by Region ARTIFICIAL TURF ON CONCRETE SLAB ARTIFICIAL TURF ON GROUND A CONCRETE PAD ROOF DECK SYNTHETIC NAILER BOARD PERMEABLE AGGREGATE BASE ARTIFICIAL TURF INSTALLED PER MANUFACTURER STANDARD NAIL CONCRETE PAD COMPACTED SOIL SYNTHETIC NAILER BOARD PERMEABLE AGGREGATE BASE ARTIFICIAL TURF INSTALLED PER MANUFACTURER STANDARD NAIL 18712" 10 1/2" 4" 49 lbs FILTER CLOTH OVER STONE 1 1 /2" LAYER OF 1 1/2 ' DIA. CRUSHED STONE WATER PROOF POT POT CENTER SELF WATERING SYSTEM FILTER CLOTH IRRIGATED POT I 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 K1ISELF WATERING POT Ra • I N IRRIGATED POT FILTER CLOTH OVER STONE 1 1/2" LAYER OF 1 1/2" DIA. CRUSHED STONE / \1 Q 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 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 SHEET TITLE LANDSCAPE ARCHITECTS, It 73061 EL PASEO, SUITE 210 P, DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.con J uJ 0 Z 0 F U D l- V) Z 0 U HOTEL PASEO • • • • LANDSCAPE ARCHITECT SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNEF CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 PER OWNEF TRELLIS DETAIL 03/29/17 PER OWNEF SIDEWALK & PATIO LEVEL /9\06/16/17 PER OWNER • • 1 /; PERt SHEET NO: L-2.02 • • L BRAISED PLANTER 1"=1'-0" ARTIFICIAL TURF 1-1/2"=1'-0" N FIRE TABLE K2IIRRIGATED POT IRRIGATION SYMBOL SYMBOL aa.<g›a 05 10 20 40 60 SYMBOL s I 1 EXISTIN SE iNER PER (-, OR? TIN i0.6207 LIMIT OF WORK 1- r r-1I L ° O I I _ — J PME TRANS I FORMER L I SCHEDULE MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. 1- f— L J LIMIT OF WORK 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. EXISTING BACKFLOW PREVENTOR I I': DN 11111111 1111111 0 STAR8 0 ST-8 BELOW GRADE 150C GAL GREASE EPT ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL B E D J i ,+ + / + +. a_ c V A 0 1 S LIMIT OF WORK n 'r 1 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 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 S S ,n a M2 M2 A G G G S r =e-„nob © 1 -� U2 ( 19 KEYMAP II 1 BOCCE COURT 49'x 10' ATCHLINE A MATCHHNEC ATCHLINE A MAIC 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. 1 1 mlm 1 MATCFLIIE A I MATC1'IJE C MATO-LIFE A MATCFLJIE C 0 0 L-3.01 w E2 0 Z_ i 1 Z D 0 0 0 r % NORTH SCALE: 1 ' = 10'-0" GRAPHIC SCALE 30' 20' -CVWD LANDSCAPE APPROVAL 10' SHEET TITLE LANDSCAPE ARCHITECTS, II 73061 EL PASEO, SUITE 210 P DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.con Z Q 0 Z 0 Q i� HOTEL PASEO • • LANDSCAPE ARCHITECT SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNEI CVWD COMMENTS 4/22/16 DELTA 7 �09/22/16 PER OWNEI TRELLIS DETAIL s' 0 03/29/17 PER OWNEf SIDEWALK & PATIO LEVEL 06/16/17 PER OWNEF 1 /: 1/10' These plans have been reviewed by. the Coachella Valley Water Dis rict in accordance with California Gave nemnt Code, Section 65591 et seq. requiring efficient landscape • and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights -of -Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed in CVWD and.11 easements or right-of-way without first obtaining an encroachrr- i permit from CVWD. ,z4Z Date L43072 ski ATE .J- ANAG! N d rA 9 SHEET NO: L-3.00 A CYWD Plan .# OPMENTS TMENT. • IRRIGATION SCHEDULE 0 al M g Iri&TCHJE A MATCHJE C MATCH -PE A MATCHJE C G 0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. SYMBOL N ■ ■ 0 O ♦ to C 0.5 1.0 2.0 4.0 6.0 (SYMBOL s r 1 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 GPI -I. 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. ■ rOEP1H-3' IWS +IS IBS -21" L +16 ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL B E D A 0 4"O WATER HEATH VLIN IS IFRONDELOVN EXISTING BACKFLOW PREVENTOR [ 11 1" LIMIT OF WORK kr 40e— _L \. /,,,nnatnn,.nnnan-e f,fl na.1.#-n.n,..n�,.......,.,r,,.,,.,,.,,,,,,,,,,,.,..,,,,,,,,,,AWIWZ..47/4e,,,,.,o,,,, K,,,,,,.,,,,,,,ti,,,, ,nenno.,..,.,,.,,..e.• re.,,.,,ef.,enz.fn.,,.,,.,,.,,e,,.,.,,,.,..,.,, �,,,/,,,,,,,,, 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 A M2 M2 A G G G V RAMP UP RAMP UP JSfA ETE 7 a DN L711,� KEYMAP DN r 8 111'ER MAIN CVWD .7030 4 r—I I---III-I - LI 1 11 1 ▪ .31 IIII I I '1 1r I — .. 44" MATCHNNE A MATCHLINE A MArCHUNEC MAITINEC c GL--- tte' 0 z_ Z 0 0 cn P 01 ..1" WATER 'r1AIN PER CVWD NC).131 .57 on o > _ _ 4-1 cH1=3.03 r (i LARKSPURjLANE 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. EX 1 1 /2" WATER METER #8408126 W U) 1f 30' NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 20' CVWD LANDSCAPE. APPROVAL 10' 5' 0 These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemni 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. 1421 /lei Date L43073 ATE ANAGEMEIJT DE SHEET TITLE LANDSCAPE ARCHITECTS, IN 73061 EL PASEO, SUITE 210 PA DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z J Z 0 /Qn V U O 0 • • • • LANDSCAPE ARCHITECT: • • SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER_ CVWD COMMENTS 4/22/16 DELTA 7 009/22/16 PER OWNER TRELLIS DETAIL /8\03/29/17 PER OWNER SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER 9 SHEET NO: L-3.01 • CVWD Plan # Mini I milli In I V ;OPMENT:S E . RTMENT IRRIGATION SYMBOL SYMBOL ■ ■ O O 0.5 1.0 2.0 4.0 6.0 SYMBOL S V I SCHEDULE ki,,,,,,,,,/.,/,.,, one..ene.rz ,,,/,,,,»,,,,,,U,i„ MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. LIMIT OF WORK EXIST FIRE HYDRANT 0 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/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 COMMERCIAUMUNICIPAL 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. 0 BELOW GR DE 150 GAL GREASE r c uEPT 0 D c D Q LIMIT OF WORK LIIINv6 WATER MAIN PER CV;A D NO.39946 ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL B E D W a 1 a HOTEL ■ I®I W V EXISTING BACKFLOW PREVENTOR 0 LARKSPUR LANE 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 Called Valve Number Valve Flow Valve Size NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING W A4 1" 19.50 A M2 M2 A G G G i' • W i r 3• 3/4 nLir UTT LAID I IIVIU v Vt.: SEWER MAIN PER CVWD DRAWING NO.7028 INn = 3.0 KEYMAP I II I I III��,• II II II MATCFLJIE A MATCFIJE C MATCFLLE A r-n MATCFLIE C C G 1 114 LARKSPUR LANE I la LEI a MATCHLINEA■ MATCHLINEC MATCH HNEA MATCHHNEC u u 06'� LARKSPURILANE 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 LJSBR EASEMENT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. t3:03'r SHADOW MOUNT,Q,IN DRIVE NORTH W SCALE: 1' = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL These plans hove 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 orCounty).. Approval of this drawing by CVWD staff does not constitute approval o,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 USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. 10' 5' I20j1-, j i& Date L43074 CVWD Plan # w J I I w w 0, LANDSCAPE ARCHITECTS, INC 73061 EL PASEO, SUITE 210 PALI DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com U w O 0 HOTEL PAS EO 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 PER OWNER • TRELLIS DETAIL /8\03/29/17 PER OWNER SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER SHEET NO: L-3.02 I- L Cd L C C If mIm g Al1ATCFL IFE A IiAacturE C It1ATCHI.�E A I AAATC:FI.1rE C 0 0 L ...•• • mII TSPURI LANE GUTTER -XIST FIRE HYDRANT Q\ J O O- J- O O O P G G -w W IRRIGATION_SCHEDULE SYMBOL SYMBOL r ■ :Cr O i 19 G 0.5 1.0 2.0 4.0 6.0 I SYMBOL S I I 1-1 .I •i. I-1 � N (It LIMIT OF WORK LARKSPUR LANE C MANUFACTURER/MODEL/DESCRIPTION HUNTER PROS-04-PCN FLOOD BUBBLER, 4.0" POP-UP. MANU FACTURER/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/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. W 1„1.1 i iVER MAIN DER CVWD DRAWING NO.7028 II �I11 I I i-E I I II II '144tw S VAN ACCESSIBLE 1 S ARC PSI GPM RADIUS DETAIL 360 30 0.50 1' J/K DETAIL C H F DETAIL B E D Wit TEJ c WATER MAIN PEP CVWD NO.39946 4 W S 5 S 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 S 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 FCC, 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. 6 S 7 S 8 S 9 PROPOSED 2" PVC WATER LATERAL W t a U S A O O i Cow a wr r- • W O CURB O W Valve Callout Valve Number Valve Flow Valve Size A2 1" 7.00 1A8 1" 3.00 P L3-CUr H INL 8 ` VCP MAIN rWD vING NO.7030 NOTE: POTS ON THE PODIUM LEVEL TO BE SELF WATERING N f) EXISTING: 12" WATER MAIN PEI? CVWD W SECTION A. HYDROZONE INFORMATION TABLE M2 Irrigation Poir t 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 Plant Type(s) LW/MW LW/MW LW / M W LW/MW LW/MW LW / M W LW / M W LW/MW LW / MIN LW / M W Irrigation Method B B B B D B D D B B Tata I: Area (Sq. Ft) 740 1110 1849 1665 992 1370 771 717 1420 1420 12054 r) % of Landscape Area 6.14% 9.21% 15.34% 13.81% 8.23% 11.37% 6.40% 5.95% 11.78% 11.78"/ 100.00% 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 IJSBR EASEMENT TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. 0 0 --3.0 i KEYMAP I L�.OI N✓.iCHHNEA M AiCH"NEC NIA TCHUNE A a Arc MEM Cr L./ LARKSPURILANE 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 gpm 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 osi 0.94 psi NORTH SCALE: 1" = 10-0" GRAPHIC SCALE 30' 20' 10' w 0• 1 O 0. 0 5' 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley, Water .District in accordance with California GovernemntCode, Section 65591 et seq. requiring effcient 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 info 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 obtaining an encroachment permit from CVWD... a 12411/ib Date L43075. CVWD. Plan # SAL I� WATE ANAGEME OR ENTS D A DE RTMENT SHEET TITLE LANDSCAPE ARCHITECTS, I 73061 EL PASEO, SUITE 210 F DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.coi U uJ O 0 0 'W C I 4< 0 W F 0 • • • • LANDSCAPE ARCHITEC • • SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNE A CVWD COMMENTS /2\4 22(16 DATA 7 09/22/16 PER OWNE TRELLIS DETAIL /8\03/29/17 PER OWNE SIDEWALK & PATIO LEVEI 9 06/16/17 PER OWNEI SHEET NO: L-3.03 • • • S MM THE CHANDLER COMPANY 2621 South Birch Street, Santa Ana, California 92707 EXIST FIRE HYDRANT Se, 0 r I L — L„ J 777 a r I 0 Phone: (714) 979-4212 Fax: (714) 979-4854 E-mail: I I dotet Mocha rxl ler coin pany.com Website: www. thechandlercomoanv.com Mona Plant System — MPS Link 24 NIPS Link 24 (shown In 4-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 root ball will fall wlthln 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 S"W x 6"H Suited for Planter Si e 36" - 42" ID (L) 20" (W) range Planter Depth 14"-24"Max Installation Instructions Space links on 30" parallel centers and 40" linear centers. Qty (1) to Qty (6) links. All links must be installed level. Insert 0-ring at the end of each filler pipe. Slide the flexible pipe onto the end of the PIPS link. Connect multiple links at the end of the joining pipes. Page 1 of 2 Water Capacity 6.5 Gallons (each tank) II tube is effective for up Attach stop cap at the end of each chain of MPS links. jil llllll\ LWOF Walk niNni • HOTEL • • • • Fit the Mona fill tube to the last link of the chain and trim tube to soli level. S 30221 r71 • W • • NUItL • rr1 6 NI • LARKSPUR LANE -i f/ YITLGH THE CHANDLER COMPANY 2621 South Birch Street, Santa Ana, California 92707 rI l S 4 BOCCE COURT 4axlo i DEPTH -31/7 t EXIST FlRE\ MDRANT o \` LARKStURI LANE W r t 0 POPPER PPP VP1TS EPOM PLOP re\ I LW OF WORK \ SPUR LANE W C' a Mk 2 `lUF "IOFK III Ice I I I S S r_, W S Hill w r 0 1i4 eif a H-It1-1-140N J I I I I 11, S Phone: (714) 979-4212 Fax: (714) 979-4854 E-mail: iw/nv.rnm Website: ww.tbechandiercmnm Mona Plant System — MPS Tank 10 MPS 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, andhumidity levels. Installation or a smaller unit may not provide a volume of water sufficient to maxim ze 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 irdgation. 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 containerized plantings indoors or outdoors. Tank Model NIPS 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) Benefits from using the Mona Plant System The reservoir saves time and 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. • Reduce 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 keeps the roots 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 staining from run-off on hotel flooring, decks, roof terraces, and balconies. It also decreases potential liability at high traffic pedestrian areas near entrances. • Reduce fertilizer usage. The reservoir Is a closed system with fertilizers confined within the container; they are used only when needed. As a result, you will use less fertilizer and increase its effectiveness. Page 1 of 2 Mona Irrigation Link System 3 — Link Triangle Fill Tube & Collar Capillary Legs Tank? or 24 Connecting Tube Steel Clamps Link 7Triangle (shown) 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 C (r) MONA PLANT SYSTEM BY THE CHANDLER COMPANY (714)-979-4212 S en_ (/) )z 0 z 0 NORTH SCALE: 1" = 20'-0" GRAPHIC SCALE 50' 40' CVWD LANDSCAPE APPROVAL These plans have beenreviewed by the Coachella Valley Water D-strict 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 USER Rights -of -Way. Trees, plans, waifs. and permanent structures of anykind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 20' 10' 0 t2121'tb Date ANAGEMENT w H I w w S to LANDSCAPE ARCHITECTS, 73061 EL PASEO, SUITE 210 I DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.co I— U w 0 IY lL HOTEL PASEO • • • • LANDSCAPE ARCHITEC • • SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNE CVWD COMMENTS 4/22/16 DELTA 7 09/22/16 PER OWNE TRELLIS DETAIL /8\03/29/17 PER OWNE SIDEWALK & PATIO LEVE 06/16/17 PER OWNE SHEET NO: L-3.04 • • MPS Link 24 MPS Tank 10 Mona Irrigation Link Systems - 3 Link Triangle L43076 CVWD Plan # MENTS I \1TMENT • BRASS NIPPLE (TYP.) 4 PLACES GATE VALVE REDUCED PRESSURE BACKFLOW PREVENiER GATE VALVE TEST COCK (TYP.) 4 PLACES STAAI ER t40 MESH MONEL PRESSURE GAUGE TAP ELL (0-200 PSI) 2 PLACES (PLASTIC FACE) ELBOW (BRASS) BRASS NPPLE UNION PRESSURE SUPPLY I1.1 D SCHARGF RELEF PORT FNSH GRADE BRASS ELBOW ROW PRESSURE SUPPLY NOTE LNE MAKE t EQUFNENT TO BE INSTALLED AT A MINIMUM OF 12' FROM WALLS, BULDNG , ETC. 2. ALL ABOVE GROUND ASSE ELY SHALL RECEIVE ONE1) COAT EPDXY PRIER AND ONE(1) COAT EPDXY PAINT AS SELECTED BY ARCHITECT. DO NOT PANT LEVERS, TAGS, AND MOVNG PARTS. a WHEN UM" IS NEXT TO BULDNG, WALL, ETC, TEST COCKS ME TO BE ON OUTSDE BACKFLOW PREVENTER NO SCALE FNSH GRADE PVC SCH. 40 MALE ADAPTOR BRASS ELBOW R-IR1-01 APPIED ENQ (OR EQUAL) ROUND PLASTIC BOX + COVER. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APFUCATKxd QUICK COUPLER VALVE JNO SCALE a 0 C C 0 a a a a C C C C C C a ■ 0 0 a — FLUSHING END CAP MAX WIDTH 12' 0 0 C 0 a 0 a 0 a 0 C C C C C C C C C C C c C C C C C a C C C C 0 a 0 0 0 a C C 0 0 a a R-IR1-O6 Y FILTER —RCV VALVE 000 MAIN LATERAL LINE — PRESSURE REGULATOR 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. TYPICAL EMITTER LAYOUT NO SCALE R-IR1-14 BOX TO BE PLACED AT RIGLIT ANGLES TO HARDSCAPE EDGE VALVE SEOUENCE TO BE PANTED ON EACH BOX CONNECT WFIES BY SOLDEFRNG TOGETHER + WATERPROOFING. U3E AN UL APPROVED UNDERGROUND WFE SPLICE KiT FLASH GRADE LAWN AREAS FLASH GRADE SHRUB AREAS APPLE) ENG(OR EQUAL)12'x18' PLASTIC BOX + COVER W/ LOCK TOP MARKED FIRGATION CONTROL VALVE COLOR TO MATCH SURROUNDING SOL USE LAVENDER BOX FOR FECLANED WATER APPLICATION. FLOW ADJUSTIENif . b~ PEA GRAVEL (MN. 3 CU. FT) PVC SCH 40 MALE PRESSURE SUPPLY LIE RiiNG WEE SPECFiCATION) PVC WE PFIE MNSCH 80 COMMON WIRE -CONTROL WIFE NOTE INSTALL CONTROL VALVES MINIMUM OF 3FT. APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. \— AUTOMATIC VALVE J NO SCALE LECIED 1. RAIN BED XER-SPRAY OR XERI-BUBBLER OR XEFI-BUG EMISSION DEVICE (SEE FRIGAT1ON EOUPhENT LEGEND FOR MODEL I). 2. RAIN BIRD MODEL 1PFIR-12 POLY FLEX RISER (LENGTH AS EEOUFED). a MULCH BED. 4. FN8H GRADE 5. PVC WING (8 x 8 x 1/7 RPM 6. RAIN BED MODEL 4FRA-050 POLY FLEX RISER ADAPEER 7. PVC PPE (DEPTH Ps SPECIRCATKNNS). CEMITTER NO SCALE R-IR1-11 Q 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. DRIP VALVE NO SCALE PVC MAINLINE \ h 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 J NO SCALE FILTER CLOTH OVER STONE 1 1/2" LAYER OF 1 1/2' DIA. CRUSHED STONE • I Ii nI I IH I '1 POT IRRIGATION �I I NO SCALE WATER PROOF POT POT CENTER POT IRRIGATION STUBOUT SEE IRRIGATION PLAN 1 1/2" PVC FLANG FILTER CLOTH OVER DRAIN I� PAVING 4" SLEEVE UNDER PAVING CONNECT TO SUB SURFACE DRAIN SYSTEM 4" PVC DRAIN PIPE R-IR1-18 I Trenching -. y�\y 0 CD V �II)�1�� 1�2„ `--2, TRENCHING SECTION 12" 1 3" R-IR1-16 VALVE SEQUENCE TO BE EAT BRANDED ON LID OF EACH BOX FINISH GRADE USE CHRISTY'S TAGS OR EOUAL EQUIVALENT TO INDICATE VALVE SEQUENCE ON VALVE CONTROL ZONE KIT: BIRD XCZ-100-B-COM (INCLUDES BALL VALVE, 100PESB VALVE, QKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR.) RAIN R-IR1-12 NOTE INSTALL AT LOWEST PONT AND/OR AT END OF LATERAL PPING AS NE®®. RISH GRADE PVC LATERAL LSE SEE PLAN FOR SIZE AR CEFCH RUSHING BC VALVE Fit BOX WiTH 1/2' PEA GRAVEL O END SELF FLUSHING VALVE NO SCALE IRRIGATION HEAD TYP. (SEE IRRIGATION LEGEND FOR SPECS) SEE ➢ETAiL (THIS SHEET) FOR BUBBLER OR XERI—BUBBLER DETAIL PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT. TYPICAL TREE/PALM DRIP N NO SCALE APPLIED ENO (OR EQUAL) ROUND PLASTIC BOX + COVER. COLOR TO MATCH SURROUNDING SOIL (TAN N D.G. AND GREEN N LAWN) USE LAVENDER BOX FOR RECLAIM WATER APPLICATION. 18' COVER MARKED ERJQATKJN ,.r • I. f• • APPLIED BIG (OR EQUAL) ROUND PLASTIC BOX + COVER COLOR TO MATCH SURROUNDNG SOL USE LAVENDER BOX FOR RECLAMED WATER APPLICATION. 0 H. �:11= 1 0 --I I FI 11 11 TREE, PALM TRUNK ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL R-IRt-13 FNISH GRADE LAWN AREAS FINISH GRADE SHRUB AREA HANDLE PRESSURE SUPPLY LINE (SEE SPEC) PEA GRAVEL (MIN2 CU. FT) • • BALL VALVE s•r USE T.OE NIPPLE • • • R-IR 1-05 HYBRD CONTROLLER PEDESTAL MOUNT R SH GRADE 2' PVC SCH 40 CONDUFT AND RITRNGS M2\ AUTOMATIC CONTROLLER R-IR1-15 I NO SCALE R-IR1-02 GENERAL INSTALLATION NOTES SPRINKLER IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTED AREAS. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24 UNDER ROADS AND STREETS. AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF 12" DEEP. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STEETS SHALL BE SLEEVED IN A PVC PIPE. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULE 40 PVC. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREEVER POSSIBLE AND SHALL BE SOLID COPPER. AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. CONTRACTOR SHALL FLUSH ALL PIPE 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. 11 CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE. SPRINKLERS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18 INCHES 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. 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13 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. 2. 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 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt.Code, Section 6559.1 et-seq. requiring effcient 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 obtaining an encroachment permit from CVWD. t2.j jIt, Date L43077 CVWD Plan # WATE J ANAGEMENT OPMENT5.' ( D ` TMENT SHEET TITLE LANDSCAPE ARCHITECTS, IN 73061 EL PASEO, SUITE 210 Pi DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.corr V J 145- uJ 0 Z 0 F r� V U LU 0 IY 0 HOTEL PASEO • • • • 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 PER OWNER_ TRELLIS DETAIL /8\03/29/17 PER OWNER A� SIDEWALK & PATIO LEVEL /9\06/16/17 PER OWNER • • MINN • EXISTIN 3 SEWER M PER CVWD`'; DRAWING NO.6207 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 NECESSARY 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 UNIT 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 L,umnviiSSIulvcrc o 0h rCt. 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 SCE EDULE A TREES ICI 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 YR BOTANICAL NAME CITRUS X AURANTIFOLIA EBENOPSIS EBANO EUCALYPTUS PAPUANA WASHINGTONIA FILIFERA BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA cr O O iZAdttecee '4VA RECYCLE RECYCLE io RECYCLE RECYCLE VCP CO CO 4 r (04 o L - ° / I - I 0 PME 0 II 'I TRANS I FORMER L_ 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' YUCCA ROSTRATA L J cc Q LIMIT OF WORK COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM CALIFORNIA FAN PALM PA 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 BEAKED YUCCA jo DN $ "I'll ulki SIZE 24"BOX 36"BOX 24"BOX EXISTING SIZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN 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 15 GAL cm rl CURB L___I BE OW GRADE 150 GAL GREASE aEPT - J 0 Eh- Q Ct WATER USE QTY REMARKS MOD 0.5 12 LOW 0.2 9 MOD 0.5 12 MOD 0.5 3 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 LOW 0.2 QTY REMARKS 13 12 8 15 SHOVEL CUT SKINNED SKINNED QTY REMARKS 10 17 85 55 3 133 76 3 37 61 12 21 20 29 7 3 3 STEMS MIN Specimen ACCENTS AAC ADA ES FUM M P S VINE/ESPALIER BBK -. TJV/' GROUND COVERS ISPR DI E SPRINGRPLUS TURF MEXICAN BEACH BLACK HNC BOTANICAL NAME AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET ARIZONA COBBLE D.G. nee COMMON NAME CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER -IN-LAWS TONGUE COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER SOUTHWEST BOULDER SIZE 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5• HTS 5 GAL SIZE 15 GAL 15 GAL CONT 3/4"-11/2" WATER USE 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 isHslsIsIsa �s�s SIS1SIF QTY 5 10 26 25 4 24 12 QTY 10 7 QTY 448 SF 1,819 SF 3,363 SF 201 SF REMARKS MULTI SINGLE REMARKS WIRE TO W,ikLL WIRE TO WXLL REMARKS MORTARED IN PLACE DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ l l%%% 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 17, IC II n �Z_BY14 - -17' BY I 17 YH i _>%X�Kp�iPXpX>PJI KEYMAP BOCCE COURT 49'x 10' RECREATION COURT 7 L J TAPE LIGHT °AlE E. NORTH SCALE: 1' = 10'-0" GRAPHIC SCALE 30' 20' CVWD 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). 10' 0 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 USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. 12121/I(, Ddt43078 CVWD Plan U ATE'' ANAGEMENT OPtv1ENT.S nuli III Iml i TMENT. SHEET TITLE LANDSCAPE ARCHITECTS, INC 73061 EL PASEO, SUITE 210 PAL DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com Z 0_ V Z z ^J 0 U w O w HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET L_I 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 PER OWNER TRELLIS DETAIL 03/29/17 PER OWNER SIDEWALK & PATIO LEVEL /9\06/16/17 PER OWNER SHEET NO: • • C f L C L L • • • • • • • III • PLANT SCP EDULE /\ TREES KC/ 1" 1! 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 YR i BYH r1 1.'H BOTANICAL NAME CITRUS X AURANTIFOLIA EBENOPSIS EBANO EUCALYPTUS PAPUANA WASHINGTONIA FILIFERA BOTANICAL NAME CHAMAEROPS HUMILIS PHOENIX DACTYLIFERA WASHINGTONIA FILIFERA WASHINGTONIA ROBUSTA 14' BYH r14' BYH ��d n S"L►IJ,�Z TAPE LIGHT cuE e MATCHJIE A MATcPLIiE C MATCHJIE A I MAT>CFLnIE C 0 0 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' YUCCA ROSTRATA 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 BEAKED YUCCA SIZE 24"BOX 36"BOX 24"BOX EXISTING SIZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SPE 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 15 GAL r / r; I uEP1H a' SPA WS+15' IBS-21" I +15' +6' DEPTH -3 1 /2' 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 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 LOW 0.2 QTY 12 9 12 3 QTY 13 12 8 15 QTY 10 17 85 55 3 133 76 3 37 61 12 21 20 29 7 3 • POOL LIFT -14' BYH 26.1 I REMARKS REMARKS SHOVEL CUT SKINNED SKINNED REMARKS 3 STEMS MIN Specimen 14' BYH V • POOL DpR1R4- 57'x18' POOL -55' 58'X18' ACCENTS AAC ADA ES FUM M P S VINE/ESPALIER BBK TJ ATE A --no n" BOTANICAL NAME AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA BOTANICAL NAME BOUGAINVILLEA'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES GROUND COVERS BOTANICAL NAME D.G. ANGULAR COBBLE 'APACHE SUNSET' N. ARIZONA COBBLE ARTIFICIAL TURF PRIDE SPRING PLUS TURF COMMON NAME CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER-IN-LAW'S TONGUE COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER • MEXICAN BEACH BLACK SOUTHWEST BOULDER SIZE 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5' HTS 5 GAL SIZE 15 GAL 15 GAL WATER USE 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 CONT USE 3/4"-11/2" RAMP UP QTY 5 10 26 25 4 24 12 QTY 10 7 REMARKS MULTI SINGLE REMARKS WIRE TO W WIRE TO W QTY REMARKS 448 SF 1,819 SF 3,363 SF 201 SF MORTARED IN PLACE DECOMPOSED GRANITE, CALIFORNIA GOLD FINE, 3/8" MINUS W/ 11 % ado 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 LL LL U L L-5.00 KEYMAP EX STING 8" VCP SEWER MAIN ?E Z CVWD DR&WING \I0.7030 IC a Z H O E » P O N a cn STIN 12" TER MAIN R CV D 13117 -PL&RO'V -CURB II LL� VI' 29' L-5.01 rr L-5.0 jI LARKSPURILANE Q rt NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL 10' 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 < wv QIL- ^ 1L J uJ LLJ O Q 1- 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 EW CVWD COMMENTS 4/22/ 16 EW DELTA 7 09/22/16 PER OWNER EW TRELLIS DETAIL ' o /8\03/29/17 PER OWNER EW SIDEWALK & PATIO LEVEL /9\06/16/17 PER OWNER EW TM EW TM R1407 1/29/16 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, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. l212.1 /tb Datr43079 CVWD Pian.# 4110'.1,s WATE ANAGEME OPMENT S ';°I D DEPARTMENT SHEET NO: 1/loll=1 '-0" INIT. BULLETIN-4(100% CD) PLANT SCHEDULE A\ TREES BOTANICAL NAME 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 YR 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' YUCCA ROSTRATA LMfU OF WORK EXIST FIRE HYDRANT COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM I 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 BEAKED YUCCA 21 I(I 6 a IVY d S IZE 24"BOX 36"BOX 24"BOX EXISTING S IZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SFF PI AN S IZE 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 15 GAL r- --I BELOW GRADE 150 GAL GREASE EPT CURB J CURB LIMIT OF WORK LXIS I INU ti WATER MAIN PER CVWD NO.39946 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 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 LOW 0.2 QTY 12 9 12 3 REMARKS QTY REMARKS 13 12 8 15 QTY 10 17 85 55 3 133 76 3 37 61 12 21 20 29 7 3 SHOVEL CUT SKINNED SKINNED REMARKS 3 STEMS MIN Specimen ACCENTS AAC ADA ES FUM M P S VINE/ESPALIER BBK ~rue TJ GROUND COVERS • D.G. URB 10': RYu Hi v._ r--il_ 26' LARKSPUR LANE BOTANICAL NAME AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET' ARIZONA COBBLE ARTIFICIAL TURF PRIDE SPRING PLUS TURF MEXICAN BEACH BLACK COMMON NAME CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE IFALSE AGAVE I MEXICAN FENCE POST I MEXICAN FENCE POST I MOTHER-IN-LAW'S TONGUE COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER SOUTHWEST BOULDER ST,t ®ee® rm Pi 1 SIZE 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' FITS I3'-5' HIS 15 GAL SIZE 15 GAL 15 GAL CONT 3/4"-1 1/2" 10'13YH `F L&RDW Uf(t4 WATER USE LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 I LOW 0.2 I LOW 0.2 LOW 0.2 WATER USE MOD 0.5 MOD 0.5 USE QTY 5 10 26 25 4 24 12 QTY 10 7 QTY 448 SF 1,819 SF 3,363 SF 201 SF GUTTER LAIS I INU tr VCF SEWER MAIN PER CVWD DRAWING NO.7028 REMARKS MULTI SINGLE REMARKS WIRE TO W ,LL WIRE TO V4LL 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 CURB GUTTER L MATCHL IIE A MA7aF MATCFU E A I WIA7CF a on 1 ac 1ti La` % r474: "4141 . 'a, CURB BYH t30' BYH CH; arj14000.10 • •k, • ®®®®®® ®MR (MO h® L-5.00 KEYMAP MF LARKS1°UR L L-5.01 JI III E2 0 Q D O 0 0 NORTH SCALE: 1" = 101-0" GRAPHIC SCALE 30' 20' CVWD LANDSCAPE APPROVAL 10' 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 U Q 0v / w^ J W la 2 O Q cl- LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. REVISIONS: ADDENDUM 1 3/31/16 PER OWNER EW CVWD COMMENTS 4/22/16 EW DELTA 7 09/22/16 PER OWNER EW �1 TRELLIS DETAIL 5' o a03/29/17 PER OWNER EW SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER EW TM EW TM R1407 1/29/16 These plans have been reviewed by the. Coachella Valley Water Dist id 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 USER -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. Date " L43080 - CV W D .Plan .# WATE OP ANAGEMENT DEf'A E�J • .1 Dkt'ARIMEIIT SCALE: 1/10"=1 '-0" INIT. 9 SHEET NO: • BULLETIN-4(100% CD) UI HI-I- J MATCFLJE A I MATCFLIIE C MATOIJIE A MATCH) E C Ii I J 32' BYH L30' BYH B IRN R H MRN MRN MRN MRN S�UR LANE I 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 YR BOTANICAL NAME 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-IA' 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' YUCCA ROSTRATA GUTTER 4r, LAREKSPUR LANE SEWER MAIN PER CVWD I DRAWING 16' BYH 20' BYH Tom- •1.i�: COMMON NAME KEY LIME TREE TEXAS EBONY GHOST GUM CALIFORNIA FAN PALM LIMIT OF WORK 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 BEAKED YUCCA S IZE 24"BOX 36"BOX 24"BOX EXISTING S IZE 24"BOX SIZE RANGE SEE PLAN SIZE RANGE SEE PLAN SIZE RANGE SFF PI AN S IZE 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 15 GAL 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 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 LOW 0.2 QTY REMARKS 12 9 12 3 QTY REMARKS 13 12 SHOVEL CUT 8 SKINNED 15 SKINNED QTY REMARKS 10 17 85 55 3 133 76 3 37 61 12 21 20 29 7 3 3 STEMS MIN Specimen 2 ACCENTS AAC ADA ES FUM M P S Y L)O ST I N G 844 WATER MAIN PER CVWD NO.39946 3 4 S U 5 S 6 VINE/ESPALIER BBK ^"•' I TJ GROUND COVERS 7 S 8 L 9 PROPOSED 2' PVC WATER LATERAL BY 0' BYH LPL&ROW BOTANICAL NAME AGAVE AMERICANA AGAVE DESMETTIANA EUPHORBIA TIRUCALLI 'STICKS ON FIRE' FURCRAEA MACDOUGALII PACHYCEREUS MARGINATUS PACHYCEREUS MARGINATUS SANSEVIERIA TRIFASCIATA BOTANICAL NAME BOUGAINVILLEA 'BARBARA KARST' TRACHELOSPERMUM JASMINOIDES BOTANICAL NAME ANGULAR COBBLE 'APACHE SUNSET ARIZONA COBBLE COMMON NAME CENTURY PLANT DWARF CENTURY PLANT PENCIL TREE FALSE AGAVE MEXICAN FENCE POST MEXICAN FENCE POST MOTHER-IN-LAW'S TONGUE COMMON NAME BOUGAINVILLEA STAR JASMINE COMMON NAME SOUTHWEST BOULDER SOUTHWEST BOULDER � ��\ ARTIFICIAL �\ PRIDE SPRING PLUS TURF MEXICAN BEACH BLACK SOUTHWEST BOULDER D.G. i SIZE 15 GAL 15 GAL 15 GAL 5 GAL 3'-5' HTS 3'-5' HTS 5 GAL SIZE 15 GAL 15 GAL CONT 3/4"-11/2" 10BYliti CURB WATER USE LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 I LOW 0.2 LOW 0.2 I LOW 0.2 WATER USE MOD 0.5 MOD 0.5 USE r QTY 5 10 26 25 4 24 12 QTY 10 7 CITY 448 SF 1,819 SF 3,363 SF 201 SF REMARKS MULTI SINGLE LYH '8'1 REMARKS WIRE TO W,i‘LL WIRE TO W,PLL 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 YH _81_1;YH 29, -PL&ROVI/ CURB II 8" VCP WERMAIN ERCVWD DRAWING NO.7030 r rt EXISTING 12" WATER v4AIN PER CVWD NO 13137 I L-5.00 I L-5.01 L-5.02 KEYMAP LARKSPU NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL These plans have beenreviewed by the Coachella Valley Water District in accordance with California Govememnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in N 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 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. 12111 l Ilo DatL43081 4101»li1 WATEI ANAGEME fDYA:�i•"IT SHEET TITLE LANDSCAPE ARCHITECTS, 73061 EL PASEO, SUITE 210 DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.co EL,)w O 0. • • 0 LLJ V) Q 0 LLJ 0 • • LANDSCAPE ARCHITEC SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNE CVWD COMMENTS 4/22/16 DELTA 7 �09/22/16 PER OWNE �\ TRELLIS DETAIL !8\03/29/17 PER OWNE A SIDEWALK & PATIO LEVE /9\06/16/17 PER OWNE 1/ld'" SHEET NO: CVWD Plan # OPME& ;DEP IfTMENT- PRUNE FRONDS BELOW HORIZONTAL PLANE PER ISA STANDARD TAMP & WATER -SETTLE WHILE PLANTING IRRIGATION HEADS VARIES SEE HEIG OF PALM 6" BACK FILL WITH WASHED CONCRETE SAND AND WATER IN TO FILL ALL VOIDS. DO NOT COVER WITH MULCH OR TOPSOIL AS SAND MUST BREATH. CDATE PALM NO SCALE • I, ROOT BALL 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. RECESS TURF AREA 1" TO ALLOW FOR MULCH. FINISHED GRADE AT LAWN. 11111t1 x x >< <mm P ' I m J J co 0 0 cc 0 N) BACKFILL MIX, SEE NOTES AND SPECIFICATIONS. O PLANT PIT DETAIL i 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 WRAPPED WITH LANDSCAPE FABRIC FILLED 6" FROM BOTTOM WITH 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 IIIIl�ll111 /^ 2X ROOTBALL 32" AT 15 GALLON 48" AT 24' BOX 60" AT 30BOX 72" AT 36' BOX 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. Ill II—' TREE DOUBLE STAKE PLANTING 1"=1-0" • • • • :• PI ANT TABLETS AS NOTED OR SPEICIFIED. NATIVE SOIL MIX FIRMLY COMPACTED. R-PL-01 Ill Lu 1-1-1cc cc J i oto 0 36" MINIMUM ih PRUNE FRONDS BELOW HORIZONTAL PLANE PER ISA STANDARD TAMP & WATER -SETTLE WHILE PLANTING ROOT BALL / 'I 2 x DIA OF ROOT BALL PALM TREE _ NON — SKIRTED NO SCALE II II II II I! II II Ili II— ROOT II III II BALL -I I _ I STAKING DETAIL I6.,0 of wall or building. 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. :loot ball. 4" 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. 4" layer of mulch. No more than 1" of mulch on the top of the root ball. (See specifications for mulch). 7/, Lhed grade. A. ' Pavement. Slope sides of loosened soil. i r`,.. 71 I Loosened soil. Dig and tum the soil to reduce the compaction to the area and depth shown. MOO MIS MIMI = I Vigo! ww 3 x s widest dimension of root ball 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 detail. VINE — UNMODIFIED SOIL J1 /2' = 1'-0" 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. 1X3 CROSSTIE, AVOID RUBBING INJURY TO TRUNK. BACKFILL PLANTING AS PER PLANTING DETAIL. FINISH GRADE UNDISTURBED NATIVE SOIL NOTE: SEE HEIGHT OF PALM AVOID DAMAGE TO THE ROOT BALL WITH THE SUPPORT STAKES. FX-PL-FX-TREE-11 SUPPORT AT TOP AND BOTTOM, REFER TO PLANS FOR TYPE AND LOCATION. R-PL-04 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. 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. I ree /+ ji-gt0) AN. Tit _ 1.17, • • , • co 4' (I' 1701 4111 .t 4% 11• 04 4 >lk • • • • 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. ' ,; "nor to mulching, lightly tamp soil I i.; fox lox. us ';ol'1iox, around the root ball in 6" lifts to brace 111 11`I =Io .EIIIcIII�III__Ill-111 tS'IEIIEME1ii I1IH�E EA - IEII = II= - I IIL ij III I C —I ujj shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the =s' soil. • 3fr's widest dimension of root ball. 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. O SHRUB — UNMODIFIED SOIL 3/4' = 1' 0" LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. 2, /3 Existing soil. BOULDER \ / FINISH GRADE \\J. / / / / / / /\/////////'\'\\<//'' SUB GRADE 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 r JNO SCALE TYPICAL END DETAIL VERTICAL WIRE ROPE SUPPORT 1„ = 1 -0" FX-PL-FX-SHRB-11 R-PL-09 DECOMPOSED GRANITE ars 0im 9= '�=�l2`�Vt01a 411.sAblifreatitireal �_ l__ __ F �• c �e"_�/ !`1���t'#; fart �� a C % ar �C. oft �; ���. a lr a N URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE FX-PL-FX-SHRB-04 IN F7\ HIII I NOTES: N EnviroLnzTM PLUS BACKING SYSTE WEED BARRIER W / EMBOSSED RUBBER - 0 2" LAYER OF 1/4"INCH DUST J 000 OR FINES, UNWASHED „0, SYNTHETIC GRASS SPIKES AROUND PERIMETER GRSYNGreen Platinum ASS FIBER 6" LAYER OF 3/4" MINUS UNWASHED NATURAL DIRTSUBGRADE (COMPACTED) NOT TO SCALE SPEC FICATIONS YARN TYPE: GRASS ZONETM: TEXTURIZED HIGH BULK NYLON HB YARN TYPE: THATCH ZONE": N/A YARN COLOR: GRASS ZONE": TURF GREEN PILE HEIGHT: GRASS ZONE^": 1/T YARN TYPE: THATCH ZONE'"': N/A YARN FACE WEIGHT: 4Z 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 srn letti HF,J A6 TO GALVANRED FLAT HEAD SYNTHETIC GRASS SPIKES OR STAPLES EVERY 2' TO 3' FEET ALONG PERIMETER a AT LEAST 2' 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 1437-139B. ARTIFICIAL TURF / NOT SCALE -1" MIN. FINISH GRADE DECOMPOSED GRANITE - DECOMPOSED GRANITE 3/8' MINUS W/ 117. 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. SHRUB a ACCENT PLANT 2"-3" COBBLE 3"-6" COBBLE COBBLE LAYOUT jNO SCALE BOULDER ( FOR MATERIAL AND SIZES, SEE PLANT LEGEND) R-PL-06 R-PL-13 CVWD LANDSCAPE APPROVAL 1211-1 in/ Date L43082 OPMENT R-PL-03 TMEN SHEET TITLE LANDSCAPE ARCHITECTS, INC DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.com HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ. NO. DATE. SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER CVWD COMMENTS 4/22/16 /7\ 09/22/16 PER OWNER TRELLIS DETAIL 03/29/17 PER OWNER SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER SHEET NO: • 11. EXISTIN 3 S EWER M PER CV WC DRAWIN 3 N O.620/ n' i VCP O L I PME TRANS FORMER I i r \_ \� LIVI WOW of o ■ • ■ ■ pliqu --J LW OF WORK sr e LCURR II r—I GBE OW I E 11500 GAL GREASE t,cP i I III CURB 0 0 0 MI NUICL 0 LIGHTING_SCHEDULE SYMBOL V DESCRIPTION TREE UPLIGHT ACCENT LIGHT V aWa UNDERWATER LIGHT WALL WASH PALM UPLIGHT COLUMN DOWNLIGHT BOLLARD STEP LIGHT LW1' OF WORK LXISIINU t" WATER MAIN PER CVWD NO.39946 QTY MODEL 7 KICHLER 16011AZT 16 KICHLER 16004AZT 5 BY POOL CONTRACTOR 30 KICHLER 16070AZT 26 KICHLER 16010AZT 11 KICHLER 49494AZ 25 KICHLER 16132AZT 39 KICHLER 15782 AZT OUTDOOR DUPLEX 23 OUTLETS LAMP 60° WIDE FLOOD 35° WIDE FLOOD 26' LARKSPUR LANE Q WATTS OPTIONS 13W 4W 4W 35° WIDE FLOOD 13W 16W 3.57W 0.86W L&R LED TAPE AIR STREAM ARTIFITIAL TURF CURB GUTTER —IN GUTTER —N .7 Irtzli 1 - LB BOCCE COURT 49'x10' RECREATION COURT • L �s I I DEPTH C I I I I -3 1/2' III i% GAIJ I INI, b Vut' SEWER MAIN PER CVWD DRAWING NO.7028 /—CURB PA EXIST FIRE HYDRANT ci M/I GUTTER LARKSPUR LANE 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 OWNER'S REPRESENTATIVE LA LIST OF WORK Ex SPUR LANE SEWER MAIN PER CVWD DRAWING NO.7028 ME HEATER L rAl 2 S � 4-CIF ( ■ ( ■ ■ O ■ UPY � DN ...o � r " PA° 5 S 3 EXIS(INU 8 WATER MAIN PER CVWD NO.39946 4 0 5 • 0 0 12 III1111 ] 5 S Q PROPOSED 2" PVC — WATER LATERAL CURB /i EX STING 8" VCP pE VER MAIN PR 2 CVWD rRs,WING C 7030 LPL&ROIV L'-'• CURB 0 EXI° Wv,1 O PER N 0 Q 2 co • _L_ `7-PL&ROW . 2_, Q �WJJ STI AIN 8" VCP D CVWD DRAWING NO.7030 29' 1- 29' ' PL&ROV' --CURB e NORTH SCALE: 1' = 16'-0" GRAPHIC SCALE 48' 32' CVWD LANDSCAPE APPROVAL 16' EXI° WAAP{{{1 NNE SHEET TITLE LANDSCAPE ARCHITECTS, IN 73061 EL PASEO, SUITE 210 Pi DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga@rga-pd.corr 0 LLJ In n� 1..1. J W F 0 J • • • • LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET L1 BOOK PROJECT MANAGER: DRAWN: CHECKED: PROJ, NO. DATE: SCALE: REVISIONS: ADDENDUM 1 3/31/16 PER OWNER_ CVWD COMMENTS 4/22/16 DELTA 7 009/22/16 PER OWNER_ I TRELLIS DETAIL 8' o /8\03/29/17 PER OWNER SIDEWALK & PATIO LEVEL- 9 06/16/17 PER OWNER • • MI These plans have been reviewed by the Coachella Valley Water D'strict in accordance with California Govememnf Code, Section 65591 et seq. requiring efficient landscape. and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawingby 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. SHEET NO: • • DOWNLIGHT 4 BK MAMMOTH 120W Dale CVWD Plan # WATEANAGEMENIT :All OF' ENT -11 IMP RTMENT Hill I • 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. 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 Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Quick Coupler Valves Sprinkler Heads Valve Boxes B. 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 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 roadways or walks shall be picked up after each mowing or trimming operation. 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 Irrigation Water Use Schedule by Month (This irrigation schedule Is a guide per CVWD) Spray Heads Lawn 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 6 4 2 2 Spray type head for lawn (in minutes per irnaation day), 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 Rotatina type head for lawn (in minutes per 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 irriaation days per week, by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. 2 3 4 5 6 7 7 6 5 4 3 Dec. 2 Bubbler type head for trees (in minutes per irnaation 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 (in minutes per irnaation 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. w 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 W J D 0 LLJ U (/) LLJ wU C� z LLJ < `oz I— AcC Jz_ IZ Q` L_ 00 >- f— Uz 0 U W i2 C/) z U w O a_ HOTEL PASEO LANDSCAPE ARCHITECT: SPECIFICATIONS SHEET LJ 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 TRELLIS DETAIL /8\03/29/17 PER OWNER EW SIDEWALK & PATIO LEVEL 06/16/17 PER OWNER EW PALM DESERT, CA TM EW TM R1407 1/29/16 A: SHEET NO: INIT. • • BULLETIN-4(100% CD)