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75 WILLOW RIDGE-WESTIN DESERT WILLOW (BLDG 8 FINAL)
WESTIN DESERT WILLOW BUILDING #8 PROJECT TRACT # 35426 PALM DESERT, CALIFORNIA INDEX: CONSTRUCTION PLANS CONSTRUCTION DETAILS IRRIGATION PLANS AND WATER CALCULATIONS IRRIGATION DETAILS PLANTING / LIGHTING PLANS PLANTING DETAILS CITY OF PALM DESERT MAINTENANCE AND INSPECTION SCHEDULE LIGHTING DETAILS VICINITY MAP: SITE GERALD FORD FRANK SINATRA DR COUNTRY CLU5 m O DESERT WILLOW GOLF COURSE L-1.00 THRU L-1.03 L-2.00 L-3.00 THRU L-3.03 L-4.00 L-5.00 THRU L-5.03 L-6.00 L-7.00 L-8.00 PROJECT INFORMATION WEST HALF OF SECTION 4, TOWNSHIP 5 SOUTH, RANGE 6 EAST, SAN 5ERNARD INO SASE MERIDIAN \TX;i1■ Landscape Plan Final City of P1 9, Des?r P•W Dept gy: BY: CITY OF PALM DESERT COMMUNITY EVELOPMENT APPROVED BV: ❑C.C.RES.NO._ — $ FLETTER R.C. BV Se 5. ARC ACTION FORM o�• NEvM C;�N3,ApL MMFNCF WRn,,, gw- �1G� LANDSCAPE ARCHITECTS,INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA (760) 568=3624 FAX (760) 773-5615 E-MAIL; rgaCWrga-pd.com WATER CONSERVATION STATEMENT: PREPARED FOR: Landscape Documentation Package Checklist Westin @ Desert Willow - Bldg. #8 MELZER, DECKERT &RUDER STARWO®® VACATION Tract °` Parcel Number: 35426 _ ARCHITECTS, INC. OWNERSHIP Assessor's Parcel Number (APN): 9511 IRVINE CENTER DRIVE 8801 Vistana Center Dr. Ste 140 Project Location: Palm Desert, CA IRVINE, CA 92618 Orlando, FI 32821 Landscape Architect! Irrigation Designer! Contractor Na RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert, Ca. 949.474.8188 407.465.3676 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: 1135.65 100 cubic feet per year —0 Recreational Turf grass Landscapes 100 cubic feet per year Maximum Applied Water Allowance: 1135.65 100 cubic Feet per year THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF X 3. EStimated Tote lWater Use byHydr°Z°ne: COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED Very LowPlant Hydrozones: 330.93100 cubic feet per year LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A Moderate Plant Hydrozones: 434.52100 cubic feet per year High Plant Hydrozones: 0 100 cubic feet per year WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE Turf grass Hydrozones: 0100 cubic feet per year Recreational Tu PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER 00 �# I o� W Z vi ■■ G ■ Z r� ®O 19 19 0. L41447 rMill f HP HIGH TIM L (y� pIUBUCWORKS ED PUA CVVVD LANDSCAPE APPROVAL A SCORE JOINT DIA DIAMETELU HT Siall e 2 A 23 23 Z7, GOLF COURSE GOLF COURSE KEYNOTES- (D TRASH ENCLOSURE GATES C/L-2.00. FINISH TO MATCH EXISTING. O LIMIT OF WORK O GOLF COURSE TRANSITION ZONE. O NOT USED O PARKING SHADE STRUCTURES BY ARCHITECT (TYP) O 6' CONCRETE DRIVE - FINISH w/INTEGRAL COLOR 671 KAHLUA. MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYP.) SCORE JOINTS TO MATCH PHASE 1 4 2. O REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP) O PAINTED LETTERING PER CIVIL (TYP) O DRAINAGE PER CIVIL. O BENGH QUICKCRETE 02CL5645, COLOR C3-T3 LATTE. SEE DETAIL - D/L -2.00. SET ON 3' X 5' PAD. 3-1/2 CONCRETE TO MATCH Ar- O NOT USED ® DECORATIVE PAVERS. = 10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE 4 BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE 160-713-3960. DETAIL H/L-2.01. ® CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING O TRASH ENCLOSURE WALLS PER STRUCTURAL. LOCATE PER CIVIL. EXTERIOR FINISH CEMENT PLASTER w/ CEMENT PLASTER CAP. INTERIOR PAINT FINISH. (TO MATCH PHASE 1) O DAV15 - Y05EMITE BROWN '641.. 3-1/2' CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ 6' x 6' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH PHASE 1 4 2. RE-INFORCEMENT BY CIVIL. O LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. p FLOW WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. O RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. ® ALIGN HARDSCAPE WITH BUILDING. ® SPECIFICATION BY CIVIL ENGINEER- 0 CHEVRON CMU WALL WITH STONE VENEER SEE DETAIL E/L-2.00. O CHEVRON CMU WALL WITH STONE VENEER. SEE DETAIL A/L-2.01, O CONCRETE BOLLARDS. SEE DETAIL F/L-2.00 A SCORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 SP. OF CONCRETE IS OPEN. • EXPANSION JOINTS - PROVIDE 19' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. IRRIGATION SLEEVMG: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY - SCHEDULE 40 PVC It' TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTING AREA SEE SHEET L-1.03 FOR GENERAL CONSTRUCTION NOTES. I - i KEY MAP NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 LANDSCAPE ARCHrrECTS, INC. 73061 EL PASEO, SURE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com W 1 Z a J Z D Q m JIL I U Z ® P O J U w D c® C Z � � o w U Q Z w � U w w co l(L SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: 11-10'-OW REVISIONS NIT' 1QCrrY AND CVwD COMMENTS 5/12/14 TM QBULLETIN #3 2/10/15 SM CrrY Q COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-1.00 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 a Z J Z D q< m J I (L 3:: Q z OU O J ~ J w U �w D c a Z WCL 0 cl) U w U v, w co a SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER- TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: 11-10'-OW REVISIONS ®CITY AND CVWD COMMENTS 5/12/14 NIT TM ® BULLETIN 03 2/10/15 SM CITY QCOMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM ZL- - - SHEET NO: L-1.01 �n- Fc m LIMIT OF WORK ■ KE�1'NOTES: O TRASH ENCLOSURE GATES C/L-2.00. FINISH TO MATCH EXISTING. ® LIMIT OF WORK O GOLF COURSE TRANSITION ZONE. O NOT USED ® PARKING SHADE STRUCTURES BY ARCHITECT (TYP) O 6" CONCRETE DRIVE - F-IN15H w/INTEGRAL COLOR roll KAHLUA. MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYP.) SCORE JOINTS TO MATCH PHASE 1 4 2. O REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP) O PAINTED LETTERING PER CIVIL (TYP) O DRAINAGE PER CIVIL. O BENCH QUICKCRETE Q2CL5845, COLOR C3-T7 LATTE. SEE DETAIL-D/L-2.00. SET ON 3' X 8' PAD, 3-1/2 CONCRETE TO MATCH A)~ - - O NOT USED ® DECORATIVE PAVERS. = 10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE d BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE 7ro0--f-I3-3960. DETAIL H/L-2.01. I8 CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING ® TRASH ENCLOSURE WALLS PER STRUCTURAL. LOCATE PER CIVIL. EXTERIOR FINISH CEMENT PLASTER w/ CEMENT PLASTER CAP. INTERIOR PAINT FINISH. (TO MATCH PHASE 1) © DAVIS - Y06EMITE BROWN %41.. 3-1/2" CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ &' x ro' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH PHASE 1 4 2. RE-INFORCEMENT BY CIVIL. O LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. O FLOW WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. O RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. ® ALIGN HARDSCAPE WITH BUILDING. ® SPECIFICATION BY CIVIL ENGINEER. CHEVRON CMU WALL WITH STONE VENEER SEE DETAIL E/L-2.00. ® CHEVRON CMU WALL WITH STONE VENEER SEE DETAIL A/L-2.01. 0 CONCRETE BOLLARDS. SEE DETAIL F/L-2.00 SEE SHEET L-1.03 FOR GENERAL CONSTRUCTION NOTES. A 50ORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE ARCHITECT. SCORE JOINTS SHALL ISE PROVIDED SO THAT NO MORE THAN 400 OF, OF CONCRETE IS OPEN. ♦ EXPANSION JOINTS - PROVIDE t,i' FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS 5ETU.EEN FLAT WOW AND STPoJCTURES OR COLUMNS OR WALLS. _ = IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVNG UNDER WALKWAY - SCHEDULE 40 PVC I112' TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTWS AREA 1\ " I I V I JIM-% l vi, [0-:;-11 J SCALE: 1" = 10'-0" GRAPHIC SCALE r � � 30' 20' 10' 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.c om a Z Z Q . a. Q Z ® U 0 J a: U W D Z W 0. 0 cl) U W 9 U vJ Ill ILI W I Ir co a. SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: 11-10'-01 REVISIONS 1QCITY AND CVWD COMMENTS 5/12/14 NrT' TM QBULLETIN 03 2/10/15 SM CrrY Q COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-1.02 E PHASE THREE POOL AREA = ISSUED UNDER = —SEPERATE SUBMITTAL GOLF COURSE R' wo� ' l i'�_,F- T NOTES: WATERPROOFING KEYNOTE (RET. WALLS) , D O i O TRASH ENCLOSURE GATES C/L-2.00. FINISH TO MATCH EXISTING. - �_ FF �W t uUn,y{ Y J.'A NN S; U i —4_ ' I � a MIT OF WORK Q as — \av i 1 i I V O LIMIT OF WORK O GOLF COURSE TRANSITION ZONE. O NOT USED ® PARKING SHADE STRUCTURES BY ARCHITECT (TYP) © 6" CONCRETE DRIVE - FINISH w/INTEGRAL COLOR 6-t-t KAHLUA. MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYP.) SCORE JOINTS TO MATCH PHASE 1 8 2. O REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP) O PAINTED LETTERING PER CIVIL (TYP) O DRAINAGE PER CIVIL, O BENCH QUICKCRETE Q2CLS845, COLOR C3-TI LATTE. SEE DETAIL-D/L-2.00. SET ON 3' X V PAD. 3-1/2 CONCRETE TO MATCH AC - O NOT USED O DECORATIVE PAVERS. = 10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE 6 BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE-160-713-3960. DETAIL H/L-2.01. O CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING O TRASH ENCLOSURE WALLS PER STRUCTURAL. LOCATE PER CIVIL. EXTERIOR FINISH CEMENT PLASTER w/ CEMENT PLASTER CAP. INTERIOR PAINT FINISH. (TO MATCH PHASE 1) O DAVIS - YOSEMITE BROWN '641.. 3-1/2" CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ 6' x 6' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH PHASE 1 4 2. RE-INFORCEMENT BY CIVIL. ® LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. O FLOW WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. O RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. ® ALIGN HARDSCAPE WITH BUILDING. SPECIFICATION BY CIVIL ENGINEER. * CHEVRON CMU WALL WITH STONE VENEER. SEE DETAIL E/L-2.00. * CHEVRON CMU WALL WITH STONE VENEER. SEE DETAIL A/L-2ZI. O CONCRETE BOLLARDS. SEE DETAIL F/L-2.00 NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 1\` 1 lvlj '%1 CONSTRUCTION NOTES: THESE CONSTRUCTTON PLANS ARE INTENDED TO INDICATED FINISHED, ACCESSORY SPECIFICATION AND SCORE JOINT LOCATION ONLY *PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL, WATERPROOFING SHALL EXTEND FROM FOOTING TO 2" (MIN) ABOVE GRADE. HARDSCAPE GENERAL NOTES; *STANDARD- - CONCRETE SHALL BE 2,500 PSI (MIN.) TYPE-2 PORTLAND CEMENT. 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 NOT SOIL, DEFINED AS SOIL WITH A PH OF _1 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). *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 310 TRI-CALCIUM ALUMINATE. *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH SAMPLE PANELS PER SPECIFICATIONS. *INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS. *PARKING, ROAD LAYOUT, AND DRIVEWAYS BY OTHERS. *ACCESSIBILITY COMPLIANCE BY OTHERS. *LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED. *ALL GRADING AND DRAINAGE DESIGN, INCLUDING ALL FLATWORK, BY CIVIL ENG. o SCORE/TOOL 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. A EXPANSION JOINTS - PROVIDE I/2" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS. IRRIGATION SLEEVING: TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEVING UNDER WALKWAY - SCHEDULE 40 PVC II/2" TIMES DIAMETER OF IRRIGATION PIPE. (RECORD FIELD LOCATIONS) PA PLANTING AREA. T.W_ TOP OF WALL POB POINT OF BEGINNING *STRUCTURAL DESIGN BY OTHERS. *THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISHES ONLY. *WATERFEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPEC'S PRIOR TO CONSTRUCTION. *CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND IRRIGATION PLANS. LANDSCAPE ARCHRECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL. rga•rga-pdcom co V Z 0 Z � Q IL � .a Z ® o o J ~ J to U �w D 2 V, Z w0. 0 (j) U W Q Z W � ��^^ U vJ W H]w SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROJ. NO: R1408 DATE SCALE: 11-10'-0" REVISIONS NfT. CITY AND CVWD 11 COMMENTS 5/12/14 TM QBULLETIN 03 2/10/15 SM CITY QCOMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-1.03 * INSTALLATION IS REQUIRED BY OTHERS. *APPROX. AT: 242 LBS. 1/2' EXPANSION MATERIAL CONCRETE PAVER * ALL EDGES TO HAVE 1/4" RADIUS MIN. *NOTE: ANCHORING REQUIRED 3/4' RAD• TYP• 80mm. THICKNESS * MANUFACTURING TOLERANCE f1/4". AS SHOWN IN DETAIL "A" CONCRETE SLAB * PRODUCT: PRODUCT * QUANTITY: UQ ANTITY I' BEDDING: SAND * CONCRETE COLOR: CONCRETE -COLOR * CONCRETE TEXTURE: CONCRETE -TEXTURE AuT o ze ggnature Date .y signing oboe or alampwg this drawing •opprered or * SEALER: CONCRETE —SEALER m exc ion taken' authorization is given to Quick Crete GEO TEXTILE UNDER BEDDING SAND -COVER *-FIRST-ADDITION-SPACE to pmduoe the drawing as shown oft a 1/4' Wessel JOINT S AND TURN UP AGAINST CURB *-SECOND-ADDITION-SPACE `' *-THIRD-ADDTION-SPACE e, '• o'..'•`.•.'• - .� : �.... �., " :. SAND -FILLED JOINTS *-FIFTRHT-ADDITIONSPACECE *-SIXTH-ADDITION-SPACE II -I FOR ANCHORING hVi HIIIHMTHIFIH EXPANSION J❑INT 11•SQ. coLoR: 8•S0. 8"SO. ice/ —t7 L-Ix COFFER I �11 I I III III i\-1 1I I I I=1 1 I I III ' l l 11=III III I I III- I I I I III � I I I � I II I I I I I'I I I I I I I'=1 I r IIII 1I I I I' 1= I I CONCRETE SLAB (1 Q III = =III —III — 2 1/4' 1/4'w x 3/4'D SAWCUT SCORE JOINT O �/ 11,11111 IIII Illlillllll III IIII (IIII IIIIIIIII IIIII'� IIIII 111 n III � Q I I III-1 I I III .III= I I I-1 I I I I I I -1 I I I I I I-1 I I I I I=1 I I III I- I I 111 � z } Q CLASS 2 ROAD BASE. CRUSHED AGGREGATE, * 111 N COMPACTED TO 'l o" •e' -" '' 90% COMPACTED SUBGRADE AS SHOWN IN DETAIL "A" V' e 33 3/a a 1 NOTE: ANCHORING REQUIRED /2 APPROX. WT: 242 LBS. / BOLTS 1U � NOTE: SAND SHALL BE POLYMERIC SAND AVAILABLE THROUGH LOGICAL 38 } SCORE JOINT (S A W C U T) RESOURCE. APPLY PER MANUFACTURER SPECIFIGATIONS. CONTACT FARLEY row. w 5•oEE1= PAVINGSTONE FOR AD " DITIONAL GROUT /SHRINS FOOTING INFORMATION. GROUTBYOTHERS XFAN�510N 4 CONTROL JOINTe = Q f= A VE R INeTAL LATION 5CA : NT5 0LLARE a OffC<CR T 0�5-.4 KEYED GATE LOCK. VxV SQ. STEEL POST WITH CONCRETE FOOTING. BY STIR ENG/ CONTR. .24' FROM FINISH GRADE CORRUGATED STEEL PANEL. WELDED CENTERED AT FRAME. 211 SQUARE STEEL FRAME. SELF CLOSING GATE HINGES ' BY CONTRACTOR STEEL KICK PLATE. WELD TO FRAME. t STUCCO TO MATCH ARCHITECTURE. —STRUCTURAL DESIGN OF WALL AND FOOTING, IF REQUIRED, WILL 5E K1 FAUX STONE CAP TO PROVIDED BY A CA LICENSED STRUCTURAL ENGINEER, AND IS NOT A MATCH ARCHITECTURE. PART OF THESE DOCUMENT— CONTINUE STONE OVER TOP OF WALL AS SHOWN. GATE CANE BOLT. CORE DRILL CONCRETE AND INSTALL METAL SLEEVE *4 HORIZONTAL s 24' O.G. II WALL TO BE GMU CONSTRUCTION FOR CANE BOLT TO BE COMPLETED BY CONTRACTOR IRx N WELD ALL CONNECTIONS 4 GRIND ALL WELDS SMOOTH. +24' FROM FINISH GRADE ALL TUBULAR STEEL TO BE FINISHED5 W/ ONE COAT OF FINISH GRADE PROVIDE WATERPROOFING " - DUNN EDWARDS CORIROBAR 43-PRIMER AND +24' FROM FINISH GRADE =1 I I \• 1z' � � FAUX STONE VENEER 70 APPLY PAINT TO MATCH ARCHITECTURAL METAL AT RETAINING CONDITIONS N 111111 I m BE HELP UP 2' MINIMUM *4 VERTICAL a 24' O.C_ OFF FINISH GRADE. ELEMENTS. IIII 111� FINISH GRADE c� III ��1 III IIII �— I I I I I I I III 111= I I I I I =1 I I=11 TF 445H ENCLOeI�R ,a" ATE5 SCALE: 1/2"= 1'-t1 ... ' 12'-10" �1 IIII= ; 'r 2 -*4 CONTINUOUS = I IIII11 III III II III III I I II III III III i h3 n I M �1d € $ WALL PLAN VIEW WALL SECTION 1 NOTE: REFERENCE CITY OF PALM DESERT STANDARD RETAINING WALL DETAIL FOR ADDITIONAL WALL ,tea — Eo ":.4 GON51 TION INFORMATION. V VV a FAUX STONE VENEER TO FAUX STONE VENEER TO MATCH ARCHITECTURE. WRAP MATCH ARCHITECTURE. WRAP , ENTIRE WALLFRONT AND .� ENTIRE WALL, FRONT AND BACK HOLD VENEER 2' BACK HOLD VENEER 2' a ABOVE GRADE. A50VE GRADE. NOTE:- ;,F� x PLACE BENCH ON 3-1/2' - � _ � _ '� `; � 5• " I � _ _ r - �� \; 12' 12' THICK 90 WIDE x 24 DEEP 8 SIGNAGE TO MATCH - BLDG. •4 AMENITY ;'I • � -' -' - - 12' N CONCRETE PAD. COLOR AND N 12'� - ! - AREA. SIGNAGE 5Y G-C. FINISH OF CONCRETE PAD TO - - NAWAAII MATCH ADJACENT - - - - - .: xl CONCRETE. SECURE PER MANUFACTURES BENCH COLLECTION:SPECIFICATIONS CLASSIC WALL ELEVATION 3 WALL ELEVATION SERIES [OUICKCRETE 02CLS84B 2 PASADENA FINISH / COLORS P6-T7 COPPER 11 NCC 4 &CALE:: NTSJC��4EV�RON LUAL L SCy4L�: 1/2 " = 1' -� LANDSCAPE ARCHITECTS, INC. 73061 EL III SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E—MAILS rga•rga—pd.com U V, T 1 qq,.• W LL O SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER: TM DRAWN: TM CHECKED: Bill PROD. NO: R1408 DATE: SCALE: 11-10'-0' REVISIONS CITY AND CVWD COMMENTS 5/12/14 NIT' TM BULLETIN 03 2/10/15 SM CITY ® COMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM SHEET NO; L-2.00 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 V z 0 V, J J D a 00 w �Q o ®U z J 0 Jw U D °C E a W 0. z cj) 0 W U Q w ILI W N 0- SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO- R1408 DATE: SCALE: 1"®10'-0" REVISIONS QCITY AND CVWD COMMENTS 5/12/14 NIT. TM QBULLETIN *3 2/10/15 SM CITY ® COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-2.01 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pdcom oil Q Z J W co SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROJ. NO: R1408 DATE: SCALE: 1"-10'-0" REVISIONS CITY AND CVWD COMMENTS 5/12/14 NTT TM BULLETIN 03 2/10/15 SM CITY COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-3.00 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 V Z J D m E Z_ J v�^r� U , W ir co SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO R1408 DATE: SCALE: 11-10'-09 REVISIONS 1QCITY AND CVWD COMMENTS 5/12/14 NR' TM ® BULLETIN 03 2/10/15 SM CITY Q COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-3.01 W NIA 9 I PHASE THREE POOL AREA ISSUED UNDER I SEPERATE 5 U P M ITTAL 011111101111111 i I I I I I CNI \ V % • I LIMIT OF RK -5 9- \ \ \ \ \Q* -� r"- Water Use Calculations Westin @ Desert Willow - Bldg. #8 POC - Meter C Zone No 5 Total Tree and Shrub Square footage 29182.34 Total Lawn Square footage 0 Total Annual Color Square footage 0 Total Water feature Square footage 0 Recreational Turf Square footage 0 Number of plants by water use %of Total Landscape Square Footage Very Low 0 0.000 0.00 Low 337 0.656 19133.17 Mod 177 0.344 10049.17 High 0 0.000 0.00 Total 514 1.00 Maximum Applied Water Allowance Water Adj. Total Sq. Conversion Factors Zone No. Eto MAWA 0.62 748 Factor Ft. Conventional 5 93.90 0.5 29182.34 0.62 748 1135.65 Landscape Recreational 5 93,90 0.82 0 0.62 748 0.00 Tu rf TOTAL MAWA 135.65 Estimated Water Use Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro Spray 5 0.9 119133.17 2 Low Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 20.64 0.20 19133.17 0.62 748 0.9 72.74 Summer 57.29 0.20 19133.17 0.62 748 0.9 201.90 Fall -Writer 15.97 0.20 19133.17 0.62 748 0.9 56.28 TOTAL 330.93 Plantlirrigation System Type: Zone I Eff. Area Seasonal Plant Factor: Drio I Bubbler / Micro Siorav 5 0.9 10049.17 3 Mod Season Zonal Eto Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 20.64 0.50 10049.17 0.62 748 0.9 95.51 Summer 57.29 0.50 10049.17 0.62 748 0.9 265.11 Fall -Winter 15.97 0.50 10049.17 0.62 748 0.9 73.90 TOTAL 434.52 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Turf Rotors 5 0.8 0.00 5 Combined Season Zonal Etc Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff, Spring 20.64 0,70 0.00 0.62 748 0.8 Summer 57.29 0.70 0.00 062 748 0.8 Fall -Winter 15.97 0,70 0.00 0.62 748 0.8 TOTAL 0.00 Estimated Total Water Use L 765.45 APPLICANT INFORMATION Name of Project Applicant: Tom Miller Telephone No: 760-568-3624 Fax No: 760-773-5615 Title: Designer Email Address: tmiller@rga-pd.com Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste. 210 City: Palm Desert State: CA IZip Code: 92260 SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Circuit No. Plant Type(s) Irrigation Method Area (Sq. Ft.) %of Landscape Area C C1 LW / MW D 5006.08 17.15% C C2 LW / MW B 1500 5.14% C C3 LW / MW B 500 1.71% C C4 LW / MW D 5312.26 18.20% C C5 LW / MW B 1200 4.11% C C6 LW / MW D 15664 53.68% 0.00% 0.00% Total: 29182.34 100.00% IEE SHEET L-3.02 FOR IRRIGATION LEGEND. NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' S' 0 RA y Q 1 a ;r KEY MAP } ttgl offide bcal governing 44 ,A PA prov^al to vvwts' Ono id It CVW0 AFNT BE LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL. rga•rga-pdcom W V z mmml D M Z Jo Z �j W O =4 �co L � W rQ 5® J - I Ia Q m� ® 0. W rn W Z LU U W 7 co C SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROJ. NO- R1408 DATE: SCALE: 11-10'-01 REVISIONS CITY AND CVWD COMMENTS 5/12/14 NIT TM LBULLETIN 93 2/10/15 SM Cr1y 3 COMMENTS 2/19/15 SM L BULLETIN 04 3/2/15 SM SHEET NO: L-3.®2 ■ — a ° a-i a a a � I T OF �n — T�.4 IRRIGATION SCHEDULE SYMBOL MANUFACTUKER/MODEUDESCRIPTION P51 GPM 402 Rain Bird 1 800-1 400 Flood 30 .5 Plood Bubbler on fixed riser Not Shown Rain Bird Xen-Bug Emitters 30 1-2 GPH For Clarity Use XB- I OPC-1 032 Emitters on plants that are Low and Low/Moderate water use. Use X5-20PC- 1 032 Emitters on plants that are Moderate to High water use. See planting legend for City of Palm Desert Plant Water use requirements. Rain Bird XCZ- 100-B-COM Drip Control Kit, I " PEBS valve, I " Basket Filter, and 40psi Pressure Regulator, I " Ball Valve. 8 Rain Bird XCZ-LP- 100-PRE Drip Control Kit, I " Low Flow valve, 3/4" pressure regulatmg RBY filter and 3Op5i pressure regulator. V Toro FCH-H-FIPT Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs. Rain Bird PEB Electric Remote Control Valve Q Rain Bird 33DRC 314" Quick Coupler Valve, two piece body �1 Nibco T-FP-GOO Class 125 bronze full ported ball valve, same size as pipe diameter. Griswold 2000 1 Normally closed solenoid master valve. ElExisting (near tennis courts) Rain Bird ESP-LXD Two -Wire Irrigation Controller with ET Manager ETC-LX. Include (2) ESPLXD-5M75 Expansion Modules. Mount Controller in Strongbox Stainless Steel 513- 1 GSS Enclosure. Use FD TURF Series Two -Wire Decoders at each valve groupmg. (Model # to be determined by the number of valves in the group). Use L5P- I Line Surge Protection every 500 lineal feet. Use # 14 AWG Two -Wire Communication Cable. (Controllers installed during phase I construction. Continue wire run for ALL phases per manufacturers specifications.) Contractor must have two wire installation experience and training. Trammg available through High Tech Irrigation. (7GO) 773-9224. M3 BF3 New 1- 112" Water Meter and 2" Backflow Preventor to be mstalled by CVWD. Irrigation Lateral Line: PVC Class 200 (SEE PLAN FOR PIPE SIZING) — Irrigation Mainline; Pipe up to I - 1 /2" to be PVC SCH 40, Pipe 2" and larger to be PVC Class 3 15. Pipe Sleeve: PVC Schedule40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. of irrigation pipe to allow for irrigation piping and their related couplings to easily slide through sleevmg material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout 0#= Valve Number Valve Flow Valve Size 1 \" I I V I /'--% 1 RADIUS DETAIL REMARKS O 1 0 1 K K L C E D F B A O O O SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20 '0. 0 PF- .. sx bee[[ ,�-� Lih ANTIDEP ENT Dili— ■ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rgaerga-pd.com 0/ ZV J D M Z Q o Li = J CL DI IV' W Q Z F U C0 I1.I 7 Ljj 2 Ir 3: .. ..j SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: 1"-10'-0" REVISIONS NIT ®CITY AND CVWD COMMENTS 5/12/14 TM BULLETIN #3 2/10/15 SM A CITY COMMENTS 2/19/15 SM ® BULLETIN N4 3/2/15 SM SHEET NO: APPLIED ENG (OR EQIW 129)r3' PLASTIC BOX APPLIED ENQ (OR EQUAL) ROUND PLASTIC APR-ED ENS. (OR EQUAL) ROUND PLASTIC BRASS NIPPLE (TYPJ PRESSURE GAUGE TAP + COVER W/ LOCK TOP AMAIN® IRRIGATION BOX + COVERR. COLOR TO MATCH BOX + COVER. COLOR TO MATCH 4 PLACES ELL (0-200 PSO CONTROL VALVE. COLOR TO MATCH 9URROUNIOM SURROUNDING SOIL (TAN IN D.G. AND SURROUNDING SOIL (TAN N D.G. AND 2 PLACES BOX TO BE PLACED SOIL CTAN N D.GR. AND GREEN N LAWN USE LAVENDER GREEN N LAWM USE LAVENDER BOX N LAWN) USE LAVENDER BOX GATE VALVE O ASTC FACE) AT RIGHT ANGLES BOX FOR ATER APPLICATION. FOR RECLAIMED WATER APPLICATION. FOR RECLANED WATER ApRiCATIONI, REDUCED PRESSURE TO HARDSCAPE EDGE BAC KIR.OW PREVENTER ELBOW MAB4) VALVE BEOLIENCE TO BE PAINTED ON COVER MARKED IRRIGATION BALL ( ) ( i( J IQ h(GU�HYBRID GATE VALVE �"$ Q BRASS NIPPLE HYBRID CONTROLLER -EACH BOXd TEST COCK CTYPJ UNION ® x x x x x �i TIRADE 4 PLACES ao PRESSURE SUPPLY STRAINER� �"$ 5 UNE-DISCHARGE 0 CONNECT OVARIES BY SOLDERING TOGETHER + • x x x x j x x x x x x x e9 / x x � x a � WATSPROOFWQ USE AN UL APPROVED , x x x x9<< x x x RRNISH GRADE MESH MONN4 LtCERGROUND HARE SPLICE KIT .... x x x x x x x x LAWN AFEA3 ° O PVC SCFR. 40 CURL TYPE EXPAN- SIGN LOOP(MN 24') x x x RNISH GRADE MALE ADAPTOR SHRUB AREA 1 PEDISTAL BRASS ELBOW MOUNT FINISH GRADE NON PRESSURE LINE LAWN AREAS , F n NG HANDLE PVC LINE PIPE 44TTHREADED NIPPLE Y RELIEF PORT KNISH GRADE . ' a• SOLENOID 3• 80 FISH GRADE SHRUB AREAS O _ • • " % " 'e ELL a=. a p i e 4a:. '"• ° e e R .eti a' FLOW ADJUSTMENT PEA (SPANIEL } !:� •Ys= � LINE (SEE � Y STREET ELL BCH 40 STREET ELL BRASS ELBOW FLOW FINI9FI� $+ e p •� ";' `• e (MIN. 3 CU. FTJ PVC SIGH. 40 MALE .: �� P/rEr�A� GRAVEL WIN2 C U. FTJ TEE CTHREADED OUT1F0 THFIEADED NIPPLE SCH so as PRESSURE SUPPLY a PRESSURE SUPPLY LINE R TNG • LINE INTAKE d (SEE SPEOFICATION) Ir BALL VALVE e ° PVC LINE PPE MUCH 80 r • •N ' USE T.O.E. N PPL E C:OMMON WIRE ' t�EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 12' FROM WALLS, CONTROL W1 BUILDINGS, ETC. 2 ALL ABOVE CR1ROlID ASSEMBLY SHALL RECEIVE ONE(1) COAT r PVC SC H 40 GDNDl1IT NOTE. INSTALL CONTROL VALVES MINIMUM OF 3F? APART I.ra 1.: y.: �� `: ••, . ' -: c " • r; 8CH 40 FED LEAD PRIMER AND C>rEM COAT PANT AS SELECTED BY ARCHITECT 'ND RI TNG4 N SHRUB AREAS UNLESS OP13NABE NOTED. 3 WHEN UNIT B NEXT TO BUILDING, WALL, ETC, TEST COCKS ARE TO BE ON OUTSIDE A BACKFLOW PREVENTOR (INSTALLED BY C.V.W.D.) B AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORTED BALL VALVE E QUICK COUPLER VALVE TO VALVES �I SECTION _; I b V/1 VV �_'x NIf A'•I J ` %' &,A t.?AHO VA Vl f '10, OI l N.;C N T' HIc, -dC l5. OR4NIS" 1D TAa - 4IA4FD. TO MATCH V°AY%H9E. 4 FN15N-6N2ADE. b TYPE'jr COPPER PM WITH BRASS FITTTN" FROM P.O o. TO M.C.V. C.41411014 BPWX (4 W.W1187)00mHoN ILIUM To anim :. CV O commPII13L VALV VON q SI4• ROCK, b• Dom. la G PEPS PRZ H oORTROLLER (OONrPOL MW TO BE ORANGE IN C48.4R) II PVC, 40 PIPE 13 Y/RE GOFiNt's.'fOR fill l4 NWN LINE mmRb.WF5OLvwr Yom oLmEr \ NH II6 I C'm Mw= Fm SPwwwwT1OR5 b -�II1 TG P.O.c. 0 b BY CVWD p n o f po O Np4p. 9b0-Sy4p,s • a •n . op•O�S,�#.. F MASTER VALVE HOOKUP LEGEND 1. RAIN BIRD XERI-SPRAY OR XEPo-BUBBLER OR XER I -BIG EMISSION DEVICE (SEE IRRIGATION EOUPMENT LEGEND FOR MODEL Q. 2. RAIN BIRD MODEL RPFR/FRA24 POLY RZ( FRIAR C BMTH AS REQUIRED). 3 D.CS OR MULCH BED. 4. FNBH GRRRADE. S. PVC FTTING (S x 8 x Ur FRPT). Q PVC PPE (DEPTH PER SPECMAT10N S). NOT7= PLACE BATTER AT EDGE Or PLANT ROCTHALL J DRIP EMITTER APPLIED ENQ(OR EOUAL)12'XIS' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRMATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER K DRIP VALVE rXI )NTROL ZONE KIT: UN BFID XCZ-100-B-COM CLUDES BALL VALVE, =PEW VALVE, ,CHK100 BASKET FLTER AND I-M40X-100 PRESSURE REGULATOR) PEA GRAVEL APPLIED ENO. (OR EOUALJ ROUND PLASTIC NOTE: BOX + COVER COLOR TO MATCH INSTALL AT LOWEST POINT SOUNDING SOIL RAN N D.Ga AND AND/OR AT END OF LATERAL GREEN N LAWN) USE LAVENDER BOX PIPING AS NEEDED. FOR FECLAIM WATER APPLICATION FINISH GRADE11= 'd . ' ' a ° . e PVC LATERANE e n - WE PLAN FOR WE LIWE=I I e ea TORO FCXH-H-WT AUTOMATIC SELF FLUBHNG END VALVE - R-L BOX WITH Ur PEA GRAVEL, - L AUTOMATIC SELF FLUSHING END VALVE NOTE PROVIDE A 2C SETBACK ON CURB AND SIDEWALK (WHERE APPLICABLE), PER CMD. 24' SPRAY HEAD 1/r STREET ELLS Ur SCHED. 80 NIPPLE (LENGTH AS REQUIRED) 1/7 STREET ELL PVC TEE --� PVC LATERAL LINE G LAWN POP UP L AUTOMATIC SELF FLUSHING END VALVE - MAX VMTH 12' PVC SCHEDULE W R18BR PVCELLSCHEDULE 40 STREET PVC SCHEDULE 40 TEE OR ELL CLASS 2DO PVC LATERAL PIPING -- - M�TA Di Y-FILTER RCV I -PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 0 TO 180 GPH 3/4" PIPE 181 TO 360 GPH 1" PIPE 361 TO 840 GPH 1-1/4" PIPE 841 TO 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. M TYPICAL EMITTER LAYOUT DETAIL OEPERAL INSTALLATION NOTES t SPWIO.E4 IRRIGATION PLAN Is MAGRAMIATC. FINAL LOCATION OF PRIG WLL BE DEIEfl.!!® AT TEE OF INSTALLATION. MARINE AND LATERALS SMALL BE PLACED N SALE TREK CH M-EN POBBELE EOUlPMW r WPM N PAVED AREAS 6 FOR MOM CLARIFICATION ONLY AND BULL SE INSTALLED N PLANTED AREAS 2. INSTALL ALL EORIPIE T AS 340MN N DETAILS. ALL EQUIPMENT REGuRED OR NOT lPECIFIED ON THE RXUWMG S HAU. BE PROVIDED SY THE IRRIGATION CONTRACTOR 3. ALL EOLFL@NT SHALL BE PETALLED N ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. 4 BAcm-Low PROTECTION Lwo SHALL m INSTALLED N ACCORDANCE WITH LOCAL CODES 5. FIIOATION owRAcrOR SIAL.L SE RESPCNmLE FOR PROPEL woRGIANENr ommo INSTALLATION 5. ALL MAINLINE PRIG STALL HAVE A MINIMUM of 8 cam (24' LEDER ROADS AND BMS TS, AND 24^ F R ESER RID SEALED PPE. ALL LATERAL PIPING SHALL BE TFE CHIED A MLLII OF 1r DEEP ALL CONTROL WIFE GOING UNDER OFNEWAYS AND STEETS SHALL BE SLEEVED N A PVC PPE LATERAL PING GONG UNDER DRIVEWAYS AND STREETS SEAL BE SCHEDULE 40 PVC, 7. ALL VALVE CONTROL WEE SHALL BE INSTALLED N SATE TFENCH WITH MAPLES WFE EEM POSSIBLE AND SHALL BE SOLD CAPPER, AWAO #14 TYPE IF, DIRECT BURIAL WM USING SNAPTTE OR SCOTCH-LOC WIPE CONECTORB 8. ALL TRENCH BAgO3L SOL SHALL RE CLEAN, FFiff OF ROCK$ TRASK (LASS. SOLVENT AND MEW CONTAINERS AID RAGS CONTRACTOR BULL COMPACT ALL T E NCFE I TO A DENSITY Y EQUAL TO THE lEO6REEED SOL AND SHALL BE RESPONSIBLE FOR SRNGIKI ANY SETTLED TENp£8 BACK TO RO N GRADE �. coNRACTOR BULL FLUSH ALL PPE LINES PRIOR TO NSrALLNG wRma 4 HEADS. 10. CONTRACTOR SHALL DwALL VALVE SOxe AT OnAm OVER ALL ELECTRIC VALVTE AND INSTALL ANTFDRAN VALVES AS NECESSARY TO PEWW LOW HEAD DRAINAGE EROSION OR DAMAGE 1L CONTRACTOR BULL ADJUST ALL S'RKLm AND VALVED FOR PROPER OPERATION AD COVERAGE S°FI IMBIS ALONG BRffT CUSSING AND DRIVEWAYS SHALL BE SET BACK S 14CH ES PER CVWD. ALL SIWXLE S BULL BE ADJUSTED 80 THAT NO WATER 6 THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW 6 PERMITTED ON HARDSCAPE 1Z TIED VOLT POWER FOR cmnmLem IB To ED PROVIDED BY OTFE3i8 ON A SEPARATE CIRCUIT BIEA R RENGATIDN CONTRACTOR 84ALL BE REWOLEELE FOR MAKING CONNECTIONS TO CONTROLL9i CONTROLLER FINAL LOCATION S NALI_ BE DETERMINED BY OWN IM AUTHOR® REPRESENTATIVE 13 RGA LANDSCAPE ARO ilECIM NO SHALL APPROVE ALL INFIELD DESIGN CHANGES DUE TO SITE RAN AND LANDSCAPE PLAN CHANCES TO GUARANTEE I= SPRINGER COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME FILL rEIPGNaBLrrr. 14 RGA LANDSCAPE ARCI4TECT8, INC. SHALL NOT EE Reran E FOR SPROPm OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLCWIPKI RAN PIPE SUM OR NADEOUATE STATIC PREBgEE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL I& RGA LANDSCAPE AR04WM NO 6 NOT REPONSIBLP FOR ENd6 N INSTALLATION F THEY HAVE NOT BEEN FETANED FOR INSTALLATION OBSERVATION. M. LANDSCAPE cONWACToR SHALL FIE$i TO SPEpiCAT10NS FOR DETALEM BTA DAFDB OF MATE14B AND WORKMANSHIP. SPECIAL NOTES 1. S•IRUB SPRAY HEADS ON A RFBi WILL ONLY BE PE MITIED NEXT TO A WALL A FENCE OR OTHER AREA WFEE THEY ARE OUT OF CLEAR VIEW AN APPROPRIATE MIGHT PROP -UP lPWIOIR SHALL M INSTALLED AGUCENT TO ALL WAY$ DRIVES. PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC FINAL NSrALJATKXN N LAWN SHALL BE PJ6H AND N REEKS BEDS ONE NCH MOVE GRACE 2 CONTRACTOR SHALL PROVIDE TWD BUBB_m AT THE EDGE of THE R00r BALL FOR EACH FIELD GROWN OR 2 r ARID LARGER BOO® TREE OR AND OTHER TREE AT THE DIRECTION OF THE: LANDSCAPE ARcmnECT. •a • .. KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL - 90% COMPACTION 3. SAND (TYP) 24" Min. Or Per Spec 9 12' 4. NON -PRESSURE LATERAL LINE SLEEVE ' 4 (SIZE PER CHART)/NON PRESSURE LATERAL " ` ' '_ 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE I :' 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE. ALL SLEEVES TO BE SCH 2' 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED 4 B 5 r WATER SLEEVES TO BE MINIMUM 42"-48" SECTION / ELEVATION DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). % COMPACTION REQUIRED - SEE SPECS O TRENCHING/SLEEVING DETAIL IRRIGATION HEAD T1 (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBLER OR XERI-BUBBLER DETAIL. TREE, PALM TRUNK - ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL N TYPICAL TREE AND PALM IRRIGATION DETAIL Local gm n ,y1 Approval of'As draming Pa rirdnern 51TUcruanO OT any KN[ ar°dUSSRG eesvnerltsordght elicrovuhniontpormitl CV4 Da 6 VA' -wr fti y Ina 4QSCFSE?SS T!$IlBy VVUtl'r 1015VIL'L M SYaTtT1 Code Se0IL8n 5559101 seq. Vakadssigr Tn ccc Waboo such 11ta# xiw not wrlsiitut° approvaj to qh owuy Tram, , pwar, %vtOS, and 1Ay ftot" bo plant Or ImIalls4 Lr CVWD ay MIhout ilYst GtTt iarny Rt1 ,~GEMENTIDEPARWENT 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 a Z J D rn V/ J V W ® J W z ■.. o �® Q W♦ CL W F- Q z 11J I- j 7 (0 L SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE; SCALE: 1"-10'-0" REVISIONS NR CITY AND CVVVD COMMENTS 5/12/14 'I'M BULLETIN 03 2/10/15 SM CITY A COMMENTS 2/19/15 SM ® BULLETIN 44 3/2/15 SM SHEET NO: HPY f AACC D/ HPY HPY HPY \^\ BAL tJ� � 11 _ P 6 $rl 1 X GI�Y f EXISTING TREES TO REMAIN GOLF COURSE EXISTING ,54RUE3S TO REt* fIAIN PLANT NOTES: 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 $500 to be used for additional plant material not indicate n the legend which may bed m n architect n d o e lege y deemed necessary by the landscape and 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 containerstboxes. 4. UNIT PRICES: Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting his bid to the owner. 5. WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. Landscape Contractor, please contact the Agricultural Commissioner for approval. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to inspection at the discretion of the Agricultural Commissioner's Office. 6. Mounding: All mounding indicated on this planting plan shall be considered decorative, and is not intended to be a part of the site drainage system. All mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building. Mounding slopes shall not be steeper than 3:1. NOTE: TREES, PLANT, WALLS, SIDEWALKS AID PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND LSBR EASEMENT OR PoCWT-OF-WAY WRHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WTrH SIDE BRANCHING TO REMAIN. PER ARRONA NURSERY STANDARDS. 'EE SHEET L-5.01 FOR LIGHTING LEGEND. xoa a2xe -a«a� mnc «Aces AID �aW Buxaro PLANT LEGEND FOR BUILDING i8 BHBC,L CODE BOrI COIAM of WATMEl � IOY1R8 WWI OACd, iC.2N� -:&�A �t?_.M 71� `, G.8 'N BLtiBefiF 7NMC —A" 13 w .2 zr aR AMW ]J U Ys ii ,g Pf-'D "a htr5'i9% Ste, sRilA d� - :$ .�e.�.".zt ao i"r^i=e}I.. new^i'..�;�aaaoveu' � t"�eR YY!�'P, '%fz fin'--ua rti m1 f1 f P�F1^€r'; _.,...�...._{ 4`z TJz e{'BO,±S �.- ..� . n�^n+Z Lmial ,` AM9 ; I m 12 .mw• �4.'.A�TFA. .AAA• .`";_�A'�Ae .min e � ......� Pis ..�. - W s. Z.,r4 � .I ,,...�.. � n - ra 2 ds.- 11CM ME L&I"a AL I ate. IMS - �� ate....(%SM A oS 41- S% a, n _ �tas�nraAmer '�.� vxxxxvxv C42,2 -.v swwnomeYceee mcak�?�zm., 'M��MA.1lge asE ,i....s�4.1M7ClL�9..... „9•.['NALLaAN�MMnAP€A��,3?F-at tta€:.rsr _- . _ MOMS MOMMOOLUM I m I ip.w e" .70W7pINela OodE _ .'c GOLF COURSE BT MFA NC T IvlHr LF) 01*� in 01 rot "AM � I I a LANDSCAPE ARCHrrECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL rga•rga-pd.eom W 4 z Z Q J J D m Z o Z-R - J tE J W W Z Q J V W a. Z Cn W Z Q J � Q Z UIII v, W 3W co IL SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED- BK PROJ. NO, R1408 DATE - SCALE: 11-10'-01 REVISIONS NIT CITY AND CVWD COMMENTS 5/12/14 TM Q BULLETIN #3 2/10/15 SM CITY ® COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO: L-5r00 NORTH 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 II SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN. TM CHECKED: BK PROD. NO: R14CS DATE: SCALE: 1"-10'-0" REVISIONS 1QCITY AND CVWD COMMENTS 5/12/14 NIT TM BULLETIN 03 2/10/15 SM CITY COMMENTS 2/19/15 SM ® BULLETIN 04 3/2/15 SM SHEET NO- L-5.01 ■ IIIIIIIL �. III■ �� r \ ,bw DF a� m B B P HP � iX.a . .r�.rrrrrrr����.rr.r ia_®' _ �I■■���■�� �■��■ WIN BIL+L8 r SINGLE T1il1NC, LEADER AND LOW I PLANT LEGEND FOR BUILDING #8 1 u Y "A ACAM 1alULM TREE- 9 LOW 2 24 BOX BMCLE TRIINC , CAOL-A WLLAi,.�,^ 4: a _ SAL O_ BLANCO LOIN 2 24 BOX 8NC1LE TRUNC�a_ ACAQA F %0, BWEET ACACIA 2B LOW 2 BOX UNL�B OTBfiWIBE NOTED ON PLAN ELJCAL �TUS d� P� XJNOST GUM @1 LOW 2 24 BOX _ ML+LB _PDM ._._ .. PAW«*`B§�A.F� �-9k 5rc; A �' _ AZT 7FI0 PALCi b� 2 LOW 2 2B BOX UNLESS OTEHRR ME NOTEDN PLAN O A T�iA NR -c TFU TREE -TREE....«.... 4 MODS BB' BOX a. STL+LB Aw - I - uri31U3 i1011 8 PEPPER T. I MODS ro.. 24' BOX AA _&,ANE N,NSWM44k CENTURY Pi.Ak k.. ' LOW < 15 GAL. VB b A AROa' � _ MEDICAL ALCM - _ LOIN 2 s �, P 1 GAL. S M v,�xdRzAWW_zEA, 7r4i ,C', � GLOW' BUSH BOWANVILLEA @. r �:11 ai s GAL �N BFID OF PARADE=. .:,. 3 a _.• .rs 5 Gld_ - raSd=s £ _rTSPooN s ,...,_. GAL 5 GAL it r 1011 ., ... ..... �i 5 GAL �r '; " LUG .. 1 GAL ........._. v spC`rZK 5OAL L "fie T � . �� a�i eoX LEUOL-PHYLLUM FV M. w - 5 GAL � r. LG" r�. �F P } Ulm star � ' � � 1� d�F�� 2 6 CIA:,�I,_ .� � t tl�=0.ej�� L s I � b➢YF9E `� �OA�L '5 t. &L b...., .. lP ii �fl ..J 5 4AAh_ ,. R.R �� �, y j FI=CA,m UJJ111 I 1 C^�-:- RL ALFFLUN lZNECOVF A AAA"'"'. f ,< :TI' it .. ... TF1414G ACACIA � .. - -. _ DAU,,. ANWh,H _.. ..._..... '" ra r^ _ w.,w Lu"'i 9'?�... LAa4wi.9�a'.j , ,�4]�'P', A;S n`a<b� - i I 4 � _—c w ,,was Ca9N� f a FA ' i GAL B/L��,, TO PjI 0" x" L r K nAC - k ft.F+Yy (N" � liAii.E6 p TO MATCH EX2 Itff GCe Z 7,=W- PLANT NOTES: 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 $1,000 to be used for additional plant material not indicated on the legend which may be deemed necessary by the landscape architect and 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 his bid to the owner. 5. WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. Landscape Contractor, please contact the Agricultural Commissioner for approval. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to inspection at the discretion of the Agricultural Commissioner's Office. 6. Mounding: All mounding indicated on this planting plan shall be considered decorative, and is not intended to be a part of the site drainage system. All mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building. Mounding slopes shall not be steeper than 3:1. EE SHEET L-5.01 FOR LIGHTING LEGEND TREE NOTE: ALL TREES TO BE SINGLE LEADER LOW BRANCHING WITH SIDE SRANCHNG TO REMAIN. PER AFIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RK?H'T-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. 1\" 1 IVII-%l SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10, S' 0 L _ .. IY ) VAL `v s how, , � `•ttrh t� !' i, � v(}Ft 7�"r� � c3� ��. Ft ,iftinc%pR,alian with the tL, Al c - s, 11 ,,Fu i".`ic,ai rl f u,I t7M1o� n00p4;7. , r ;:' 'D 'IF' :JaR0f1 . 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 V z Z Q J 0. � Z I U = O V) Z F-- V W o. Z Cn Fmi W Z z W U ��^^ v, W LU WW to IL SPECIFICATIONS SHEET ❑ BOOK IN_ PROJECT MANAGER: TM DRAWN- TM CHECKED: BK PROJ. NO: R1408 DATE: SCALE; REVISIONS NIT 1QCITY AND CVWD COMMENTS 5/12/14 TM QBULLETIN 03 2/10/15 SM CITY QCOMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM SHEET NO- L-5■02 ■■■■a!■■�� - F I BI --lam—lam—lam-!-l--■■� ! :7 STROOMS ARI � FX JLN L � VIT �� EF � GOLF c BIZ rP � � VIT � �� \ � VIT\ TP rP �\ S V VVfT � rP � \ VIT rP � \' POOL EQUIPMENT � I I � \ 1Da ADM "" . J o1 / 1 I J Cs, r� n _ = � `a l A erreoL 000e \ �� s ~' V U V QDW P aL CAE 1 i ILRNBERG R �11 LN VLN LN LN i N PLANT NOTES 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 $1,000 to be used for additional plant material not indicated on the legend which may be deemed necessary by the landscape architect and 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 his bid to the owner. 5. WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. Landscape Contractor, please contact the Agricultural Commissioner for approval. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to inspection at the discretion of the Agricultural Commissioner's Office. 6. Mounding: All mounding indicated on this planting plan shall be considered decorative, and is not intended to be a part of the site drainage system. All mounding shall be installed so that the toe of the mound is a minimum of 18 inches from curb or a minimum of 3 feet from any walls and building. Mounding slopes shall not be steeper than 3:1. APPROVAL TMaa TREE NOTE ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER AFIQONA NURSERY STANDARDS. NOTE TREES, PLANT, WALLS, SOEWALK3 AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT OR ROW -OF -WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. KEY MAP EE SHEET L-5.01 FOR LIGHTING LEGEND F r «F NORTH SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 . i :rd the� .VadeYVYatcr00h21 18,; nt L'cC!4t '.�'�^dCitt Fx5�i�71 {al setip. y� n iO4 .�4iR:81S: i Sil('�` Approval of. % A Jr 3 1 N J-stiplovSit© ommoch NJto u Ww4i, and. pstmatt �tttsrs„ �� .,: � .�!;�*;. s:lIISL^VthJ1J .and USSR :.. ttYktn, i .:. . +Yi 17afe IYATMF:i: ,r ' •'s���N7 .�.�' l� 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 V Z Z Q J M Z U v J � J J W 0) ® � W Z Q E J C� W aa. Z (!) 1= W Z a � � Q Z Ill L W� W co SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN TM CHECKED: BK PROD. NO: R1408 DATE SCALES 1"-10'-0" REVISIONS NR CfrY AND CVWD COMMENTS 5/12/14 TM BULLETIN #€i 2/10/15 SM CITY QCOMMENTS 2/19/15 $M ® BULLETIN *4 3/2/15 SM Q_ _ SHEET NOS L—\/e®V D KEEP SOL MOIST, NOT WET UNDISTURBED NATIVE SOIL CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING TREE TRUNK CINCH TIES OR EQUAL AROUND TRUNK AND POLE. SIDE BRANCHING TO VA DICTATE LOCATIONS. r 12' PAST VINE BOTH (2)-2' BY 2' BY 0-0' REDWOOD STAKES OR LODGEPINE POLE ER BASIN. Ra H GRADE it BACKFILL MIX. (SEE SPECS.) UNDISTURBED NATIVE SOIL PLANT PIT 2 TIMES AS WIDE AS ROOT BALL — PLANT PR AS DEEP AS ROOT BALL NOTE: t ALL NATIVE TREES AND SHRUBS TO BE BACKRLLED WITH NATIVE SOIL ONLY. 2. SUB -TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER TABLETS (SEE SPECS.) NOTE: STAKE DETAIL ONLY APPLIES TO STANDARD TRUNK TREES. DOUBLE STAKE TREE DETAIL 24" BOX PLANTING NOTES PLANT SLK;I-ITLY ABOVE SOIL LEVEL —T--PLANT PR' DEPTH OF ROOT BALL WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. o0 0 0 ;y � � 0 D 0 L o o VINE [.1'I+''0re -1ol PLANT PR 2 TIMES DIA. OF ROOT BALL ALL NATIVE PLANTS SHALL BE BACKFILLED WITH NATIVE SOL ONLY SOIL MIX FOR SUB-TROPICALS: 2/3 NATIVE SOIL 1/3 KELLOGS NITROHUMUS SHRUB PLANTING + VINE ESPALIER DETAIL 1. PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 2. PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS. 3. MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR. 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET) TO AN EDGE OF PAVING, HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC.) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30" FROM LANDSCAPE LIGHT FIXTURES. 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 10. IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BUILDING PERMITS. 11. BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE AND THEN PROCEED WITH BACKFILLING. LIGHTING NOTES 2/3 1/3 N NOTES: - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. - BOULDER SEES TO BE APPROX. EQUAL IN ALL DIRECTIONS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VER 19ED BY LANDSCAPE ARCHITECT. BOULDER DETAIL 12" MIN COMPACTED SUBGRADE BOULDER TYP. SEE PLAN FOR MATERIAL COBBLE SWALE SECTION DRY STREAM SWALE DETAIL 1. ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE OF OWNER. 2. ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. 3. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT AS INDICATED ON THE PLANS. 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' (FIVE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN 10, (TEN FEET) OF WATERS EDGE TO HAVE GFI. 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING ARES SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS. 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT—OFF. MANUAL OVERRIDE SWITCH TO BE LOCATED PRIOR TO INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE) WITH PLANTING. 11. ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE BELL S.P. GALVANIZED STEEL UL LISTED EXTERIOR BELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. 12. ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. FINISH GRADE 'BADE BOULDER TYP GRADE COMPACTED SUBGRADE iocal . ersc:Y ,City Appiaral of th4 drawi ng by CVWD`SAO encroa*h into dit Arcl 7r4 USAR Ri ,htc pernnan®n4.sstrucluree of any kind may r and LSOR eosort erft or right-of-way u ::�n4rus3:.h�c�r.-�p IA �Edrei C'Jtla"U. secibri 00504,01 seq. I' ,n =aelrett vane this ;iat t:a57;utA: �pprr�:tl 10: . Tr 4r�le�res 4v �i15. ��� Imnlednr w8witei lt^ cvno LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com Z � U w Lu �W SPECIFICATIONS SHEET ❑ BOOK 0. PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROJ. NO- R1408 DATE - SCALE: 1"=10'-0" REVISIONS CITY AND CVWD COMMENTS 5/12/14 NIT' TM BULLETIN #3 2/10/15 SM crTY QCOMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM SHEET NO: PLANTING AND IRRIGATION MAINTENANCE SCHEDULE ? Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shell 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 shell be done with the originally specified materials or their equivalents. PLANTING I. ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shell be tiled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to slow for their proper operation and normal spray pattern. Groundcovers and vines shall be trimmed back from shrubs, trees and private property fences, as necessary. Trim and edge to maintain sidewalks and orbs free of plant growth. It. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, I severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission and depend on the Contractor submitting to the Owner the following information: A. The exact location(s) where the herbicide is to be used. B. Verification that the herbicide has no harmful effect on desirable plant materials. C. The herbicide will be applied at the manufacturer's instructions for application. Bermuda grass infestations of the shrubs, groundcover and slope areas, R severe, should be sprayed out and "weedeaten". III. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insect& fi evidence of such is found, a report shall immediately be submitted to the Omer. The report shell include: A. Exact location(a) where disease and/or harmful insects are prevalent. B. Contractor's opinion of the type of disease and/or Insect C. Contractor's recommendations for control and elimination of disease and/or harmful insects. VI. FERTILIZATION A. General Fertilizers shag be inorganic, dry, pelletized formation, as specified Application shall be in accordance with indicated rates and times in solls report. B. Method of Application In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep materiel contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc, which might affect stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materiels in solution D. Trees and Shrubs An agricultural soils test and soils report must be completed prior to landscape installation. sou amendments must be Installed per sol report recommendations using locally sourced material 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 provider for repeat cycles. Applying water over short periods of time will slow for proper infiltration and thereby minimize runoff. C. Contractor shal turn off all controllers when R is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept dear 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. Cz 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. It. 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 Rems. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wring Remote Control Valves Manual Control Valves Ouic k Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any Rem shall be with an item of identical design, unless otherwise specified in writing by the Landscape Architect. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan b. Plastic pipefittings and connections shall be PVC Schedule 40. 2 The Contractor shall inspect and examine the irrigation system while water is on twice per month. 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shag be responsible for keeping the entire area, includng hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. it. Contractor shall remove all debris resulting from the maintenance operations and dispose of R 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. Ali walkways will be kept dean 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 dean -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 brandies, 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 Tree stakes and ties All tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding 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 Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Way Heads Oct.Lawn irrigation dM per week. by month Jar-L Feb. Mar. Apr. May June J* Aug. Sep. Dec. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RKNiT-OF-WAY WfTHOLrr FIRST OBTAINING AN ENCROACHMENT FROM CVWD. THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER AUDIT. Bubblers and Emitters Tree + shrub irrgmtion days air week, by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 5 4 3 2 $p a"type head for lawn (in minutes per irrigation day) by month Bubbler type head for trees (in minutes air irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Low. 10 16 20 28 36 40 42 34 30 20 14 8 Rotatitg_tvae head for lawn (in mutes per irrigation day) by Month Emitter type head for shrubs (in minutes per irrigation day) by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Low. 12 18 24 36 42 48 48 42 36 24 18 12 LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL- rga•rga-pd.com W ® Z T i U J LW` W CO U I W Z3:® Q V Z 0 �W J hE � Q Z OL. Q 3: W LL M 2 00 WCL < Z 0) Q W U ` O U W _ IL ��^ H V, � U Z 7 I N fL SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: V-10'-off REVISIONS NIT CITY AND CVWD COMMENTS 5/12/14 TM BULLETIN 03 2/10/15 SM CITY ACOMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM I SHEET NO: L-7.00 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week, and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. 0 Oeo° �0�o°00 0 Q (� - Q 0 0 0 (1O OOO O O olb�(b° O D°o 0 0 ° o�og�° o �o Q� o a D Ypp ° O 9 Q .� 0 00 0 000 00 �o 00�1 )�00 .� OC�O� 000� °0 0 0°000 0�0 0/ 000 cr � - ° �° 0 � ° g6000 0 ° o g0 oo 0 0 00 0� ° �0 o% °$ °duo S 00 0 0 P�0)0 0 o 00 ° op0p o�Ocfl 0�� ° O 00 Fb o°p ° ° ��Ooo� 0 ° �o ° 0 �� op0 0 0 STEEL POST 0�00 Q 00 0 0 0 U 0° p 00� O 00 ppO �0 0 0 00 O 0 0 0 ®0 I 0 �pOpp op ° 0 po O o�qj 0 o a 8 0 0�� 08 o 0°0 4�0 0�p OOQ `� - _ _ Mounts Bracket - MBPURL2�1/2 o 0 °�a°0 C1J ooQ a 100q 0 p��00 0 g0°-�00 00Ce 0,0 0°� 0 0 o TREE 8 MIN. MOUNTING ° OR ACCENT - BRACKETS WITH SELF TAPPING SCREWS SMALL/LARGE = G UPL IGHT HARD5GAPE HARD5CAPE FG wwv/vv/vv� w/vv/vv/vv/vv/vv/vv� 2 vv �w �� /v,/ �\ /\ /\ /\ /\ /\ h \';`VVA\, j A��A jAAA; ��A��V�\ �' a" MIN � CIA 4 \ ' �� ;,�A VA VA VA VA \ VA / AjV�AjV�A��A��VAA�i� \/\/\,\i %,. i NOTE: MOUNT FIXTURE ON PER'1A POST. SEE SPECS FOR FURTHER [INFORMATION. - 5EE DETAIL THI5 SHEET l PL f GAT T'IP E #3 5 0 L L A F,, D TP E #4 A PO TIIII`IE #c3 11 Iwo[ STEEL POLE SMALL UPL IGHT � SIGN PE RM,4 2' MIN. POST #S3a—I BRONZE SMALL UPL IGHT \/\ CURB HARDSCAPE / �AV/V\V %/vA\/vA\/vA\/ AAvwAvwA\ivA\� AA AVAAVA�AA A�\VAA\;\VAS �/A VAAjAAj -- ° %AAjAA/AA/VA/ a ��A'' �� 3(0 MIN. S MIN./ /VAA/VAA/VA% A\/A\/A\// VA/VA/VA/VA/VA/ a AAAA\/AA\/AA / �//% '/ '/ �/ A/x% \ �AA�V� �A �VA� �AA��Ai�A�V��A��A�VA�� OVA/VA/VA/VA/VA/AAA/ 24 0 SEE SPECS FOR FURTHER NOTE: 1"IOUNT FIXTURE ON PERMA POST. INFORMATION, 5EE DETAIL THIS SHEET POST TOP L f �4T TAFEF #12 SIGN L f �T TAPE #15 P ER f POST [DETAIL LANDSCAPE ARCHITECTS, INC. 73061 EL PAST SUITE 210 PALM DESERT, CA 92260 (760)568-3624 (760) 773-5615 FAX E-MAIL: rga•rga-pd.com <C Z W F � v Cj) C0 C SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER: TM DRAWN: TM CHECKED: BK PROD. NO: R1408 DATE: SCALE: REVISIONS CITY AND CVWD COMMENTS 5/12/14 NIT' TM BULLETIN #3 2/10/15 SM crrr COMMENTS 2/19/15 SM ® BULLETIN #4 3/2/15 SM SHEET NO: