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HomeMy WebLinkAbout75 WILLOW RIDGE-WESTIN DESERT WILLOW (BLDG 8 T. 35426)BUILDING #8 PROJECT TRACT # 35426 PALM DESERT, CALIFORNIA INDEX: CONSTRUCTION O PLANS CONSTRUCTION DETAILS IRRIGATION w r O PLANS r AND WATER r r Oti IRRIGATION Rr AO DETAILS r r PLANS w LAN71NG DETAILS CITY OF PALM r DESERT MAINTENANCE AND INSPECTION DETAILSLIGHTING 1� w U L:,5. CITY OF PALM DESERT DEPARTMENT OF — APPROVED — COMMUNITY C ELOPMENT APPROVED PAC BY: -f: S- NO STAFF LETTER FINAL LANDSCAPE t] R RES ❑ ARC ACTION FORM DATE: BY G%tlf LAPIDSCAPE % 'u OAucotin+tFrvcE wmiiN O AR OF F THE HEE NO APPVAL I SITE PROJECT INFORMATION tl-ST HALF Of: 6EGT ION 4r T0WK6I4I f ' 5 5OUTN, RANGE EAST, SCAN BERNARD INO eA E MERIDIAN LANDSCAPE ARCHITECTS,INC. 73061 EL PASE01-SUITE 210 7)ALM DESERT, A (760) s •24 FAX (760) EwMAIL; rga@rgampd.com WATER CONSERVATION STATEMENT: PREPARED FOR: Landscape Documentation Package Checklist Westin @ Desert Willow - Bldg. #8 MELZER, DE KERT & RUDER STARWOO D VACATION Tract or Parcel Nufter: "5426 ARCHITECTS, INC. OWNERSHIP Asses sorr'sParcel Njwber(APN) 9511 IR'1 INE CENTER DRIVE 8801 Vistana Center Dr, ate 140 Project Location. Palm Deser , C-A, 1 RV N E, p 261 Q s� 8 a� Landsc:epe Arcfitea t Irrigation Cesigner t Gortractr�r Na ,,r�Y l�l '�i i�7 �r��n��, F vlCii,f.� RGA. Landscape Architects, 73061 ElPasec. Ste. 210. Palm Desert Ca. `�`�•���•' � � 407.465.3676 Included in this Landscape Documentation Package are: X 1, Water Etficien Landscape VVorksneet WATER BUDGET CALCULATIONS X 2 Mammurn Appied WaterAllcwanee (WAWA) Coiwenti)nai Landscape: 1135.65 100 cubic feet per year Recreational Turf �nalied grass Landscape: 100 cubic feet per year THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF Maurr. Applied Water P1lav�ance: 1135.65100cubic feet per year X 3. Estimated Total Water Use byHydroz©neCOMPLETION TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED Very Low %Plant Hydroxones: 0 100cubic feet per year ANDSCAPE IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A Law Punt i-iydroz onQs: 33p.93 100 cubic feet per year Mu;� i a h Plant Hydro ones: a3a.50 100 cubic feet per year WATER AUDIT OF THE SITE PRIOR TO THE CITY SIGNING OFF OF THE Fkgh Plant Hydro ones: 0 900 cubic few per year Turf grassHydrozones: 0100cubic feet per year PROJECT. THE LANDSCAPE ARCHITECT MUST BE CONTACTED, AS PER Recreational Tur! grass Hydrozones: 0 1� cubic feet per year Water Features: 0 1 � cubic feet per year AnnuialCdor 0100clbicfeetperryear THE SPECS, ONCE THE INSTALLATION IS COMPLETED TO SCHEDULE THE WaterFe/� WATER [ p (''� Es[irnatei To:ai vtIater Use (ErVYU): 765.45 100 comic feet per year INSPECTION AND V VATE� AUDIT. IT. X 4. ETWU < MA,4VA PLAN SETS X 5. Landscape Design Pitt [REV X 6. Irrigation Design Plar, 7, Grading Design Pn 8. Soil Management Report t agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Dae: 4t912014 Applicant Tom Wler C :'���'�II/C.� Ei�.,..71i�E�F�1�iC`a APPROVALSPMFCATlI0M -00 E 06 STANDARD SYMBOLS AND .� ABBREVIATIONS NOR NEADEfARD ,'�` '" k`"V. ,4 ALIGN AL 404 ACCORDINGLY -IEET � BOOK ■ LIMIT OF WORK TYP, TYPICAL SHEET MATCHLINE PA PLANTING AREA MOUNDINGs ( NOT TO EXCEED 3.1) CENTER LINE Underground Service Alert _ 1:AT`!° PROPERTY LINE - HIGH POINT OF MOUND t IN INCHES) R RADIUS Call: TOLL FREE KEYNOTE. SEE MASTER LIST ON SHEET EO Ei EiQUALRISER$ 811 .-- DETAIL NUMBER WS WATER SUWACE LEVEL MIN MINIMUM 4D SHEET NUMBER COL COLUMN ACL CQMMSIOtdER ♦ EXPANSION JOINT LHP P LOW POINTY TWOVCIRtm+tD DAYS BEFORE YOU DIG CVWC) LANDSCAPE APPROVAL A SCOW JOINT DIA DIAMETER POINT OF BEGINN FOR DIMENSIONING CONT COISITINUOi.15 Tf ae marts hav 1 been Ie i e the Coachella tell y meter Distnot in �-- DIf�ECTiON OF SLOPE. 1`� MIN. ON HARDSCAPE Sim SIMHT ILAR PR ,J ■ : R1408 j N T � c.: erl at e r� anornomnt g al e% co " tion }f,rh 1 _ 4 t 4.. 4Y A%�.. • eYr pyb 43��tA.±.#. Y�'3s3# Irva OJC. ON CENTER IOGW qong aqw " "�Ay or 0 r4ys ELEVATION DETAIL DG. DECOMPOSED GRANITE �,t -' �rt��ot C .�� di,,,,`? '��'�1 eft` ., DATE: 4i4/ 14 � T I k I oncroaO irfttf UISM l"ttigti#z , , z MUVD= Brit ITIC,AIMNS AIM COPT9MMM 3 porma" it f arty kind may u , Ur RGAr Dy�M. �lgOR }U{�N� tOlt T �Ei'wWM= AM 1frY WT � � j t�kf�rf h l E �i CONUNT j 107 t}ato ? T r R A�1:1 TI EtW ;' rN i_AhIDOCAPE ARCH. `� 7_ T L4'1447 0 Ilk 0 i //l/ ! ,X /' /' / f' t' '� f j / .�( "� i / / /` , r�'" — • �.' �- / /- �a '` �'^ f a''- % f`� ,a`. f. J / r ` t / r ie a f' / <E � / - J 0 s� / ,r r a g t / / J s / / / � / r� r� _ i' , a , If lb/f ,/ f,. r J a°' r / s a� f � •' J \ / // rJ F21 r f E° r,. / / Ilk / J a� / r J I a / i r E a f a , / r' / J t t / t .. ao r fo / i i / / / ,o o. f .r i' fF, i m s / J / / r �� Jt / / f • ay, J / fl s= �H • / t a r i a§ i t • f f Fil /T\\ San I , lb J , r, fY fi • r r / f r , / / r a i YJ ,o i 9y w P r' f % % / a=" sY s` 1 • a= 1 s r f r ,v •, , J,f J a / / i r`F r` r a . a , .A 6. f. i r" r J' / 00, ;i r f a J' Y / 9 p r f / /y • / a // J k ,' d �,a WALE 5Y CIVIL FA FA n° F Jr / / p's -5 6 \ -� J r `' ��J ��,.n d'"s' a / I � • w w .�." / / ;� / /.• 1 �� L-1 .0 `ice �� `�n,�—,�•.,� �. �Ira o � ��� / � � � � ...`.� , � q� \ \�� �■ � � � �� ,W E ET .01 -'�- / P O O LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. <f=-YNOTF=S: Q FLOW WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. 514 O TRASH ENCLOSURE GATES C/L-2ZO. FINISH TO MATCH EXISTING. ® RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. O LIMIT OF WORK w ::.r-- O ALIGN HAizDSGAPE WITH BUILDING. O GOLF COURSE TRANSITION ZONE. ® SPECIFICATION BY CIVIL ENGINEER. O BBQ STATION B/L-2.00. CENTER ON DRIVE UNLESS OTHERWISE NOTED. Q O PARKING SHADE STRUCTURES BY ARCHITECT (TYP) - O 6" CONCRETE DRIVE - FINIS+ -I w/INTEGRAL COLOi� ��-i KAHLUA. MEDIUI"I 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 FDRAIN. (TYP) n SCORE/TOOL JOINTS - CONTRACTOR SHA4-L LAYOUT SCORE JONTS hl FE LD IN O PAINTED LETTERING-c PER CIVIL (TYP) CONSULTATION WITH LANDSCAPE ARCHITECT. score JOINT'S -N4ALL 19E PROVIDED / ;A hi NORTH So THAT No MORE THAN 400 SF. OF CONCRETE IS OPEN. i SCALE: 1 " - 10'-0" O DRAINAGE PER CIVIL, A EXPANSION JOINTS - PROVIDE ki' FELT EXPANSION JOHM WTN JOINT SEALNG COMPOUND AND SANDED JOINTS eETUEEN FLAT WORK AND ST'RJCZLR£S GRAPHIC SCALE O SENCH QUICKCRETE Q2CL6845, COLOR C3-T7 LATTE. SEE DETAIL-F/L-2.00. SET OR COLUMNS OR WALLS. CONCRETE TO MATCH ADJACENT WALKS. = = IRRIGATION SLEEVIWs: TO ALL POT AND IN17ERIOR PL.N�[TER LOCATIONS_ SLEEVIW* ON 3 X 8 PAD. 3 1/2 RE UNDER WALKWAY - W.WEDULE 40 PVC 11,12' TMS DIAMETER OF IRIPJGATTON Pin - (RECORD FIELD LOCATIONS) — — — O TRASH RECEPTACLE D/L-2.00. SET ON 24" SQ. PAD. 3-1/2' CONCRETE TO PA PLANTMAREA � 20 �0 5 0 MATCH ADJACENT WALKS. Jr O DECORATIVE PAVERS, = 10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH lu DESERT AGGREGATE 4 BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE % TPROUGH FARLEY INTERLOCKING PAVINGSTONE lr 0-773-3360. DETAIL H/L-2.01. _ g 0 CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING 0 O TRASH ENCLOSURE WALLS PER STRUCTURAL, LOCATE PER CIVIL. EXTERIOR � FINISH CEMENT PLASTER w/ CEMENT PLASTER CAP. INTERIOR PAINT FINISH. (To MATCH PHASE 1 ) KEY MAP CO DAVIS - Y05EMITE BROWN 1641.. 3-1/2' CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM 5ROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ (o' x .b' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATGP PHASE 1 4 2. RE- INFORGEMENT BY CIVIL. LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-56Z FAX E-MAIL- rga•rga-pdcom 00 C7 z cl Z D J� CL � U z O w 0 a: F- z W a O w F— Q cl z w Ww1 sPeciAcaT11ays SHEET 0 BOOK ■ PROJECT MANAGER TM DRAWN- TM CHECKED: BK PROD. NOS R1408 DATES 4/4/14 8CALE: 1'-10'-0' REVISIONS: NIT. SHEET No: L-1.00 A jell—� y PA I I i J' IPA /FA I I I giiii • I LLfc—?j Fia-1 �f Jow— �` - � FW 77 FA FA 1 X, .-Now 101 10 F11 ,r 411 r I / f i I � r i d \ I L / 1 Ioil �� a , /Z _ • �/ 13 CONTINUOUS SOLDIER COURSE AT PERIMETER OF PAVING A SCORE/TOOL JOINTS - CONTRACTORSHALL LAYOUT SCORE JOINTS INFIELD IN Tom. YN O S : O C.ONSULTATION WITH LANDSCAPE ARCHITECT. SCO"a JOINTS SHALL DE PROvIDED 80 THAT NO MORE THAN 400 SP. OF CONCRETE 18 OPEN. O TRASH ENCLOSURE WALLS PER STRUCTURAL, LOCATE PER CIVIL. EXTERIOR EXPANSION JOINTS - PROVIDE 1/3' FELT EXPANSION JOINTS WITH JOINT SEALING O TRASH ENCLOSURE GATES C/L-2.00- FINISH TO MATCH EXISTING. FINISH CEMENT PLASTER w/ CEMENT PLASTER CAP. INTERIOR PAINT FINISH. � COMPOUND AM SL"45 Olt ANDED JOINTS BETWEEN FLAT WORK AND STRUCTURES O LIMIT OF WORK (TO MATCH PHASE 1) -� _ = IRRIGATION SLEEvlWs, TO ALL POT AND INTERIOR PLANTER LOCATIONS. SLEEvING O DAVIS - YOSEMITE BROWN #1 1.. 3-1/2' CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM A _.. (FRIl WALKWAY - acH puLE 4,a PVC Iv,' Ttr�B DI.41-IE75R OF IRRIGATION PIPE. � (R$COI® FrELD LOCATIONS) 0 GOLF COURSE TRANSITION ZONE. BROOM I=INISN TO RUN PERPENDICULAR TO PATH OF TRAVEL. (LOCATE PER CIVIL) w/ 6' x 6' � PA PLANTMAREA, O 5150 STATION E3/L-2-00. CENTER ON DRIVE UNLESS OTHERWISE NOTED. GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH PHA5E 1 4 2. O PARKING SHADE STRUCTURES BY ARCHITECT (TYP) RE-INFORCEMENT BY CIVIL. O 6" CONCRETE DRIVE FINISH w/INTEGRAL COLOR �o77 KAHLUA. MEDIUM O LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER Q FLOW WELL. SEE MECHANICAL DRAWW36 FOR DETAILS. REINFORCEMENT 5Y CIVIL (TYP.) SCORE JOINTS TO MATCH PHASE 1 4 2, a - O RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. O REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP) n ALIGN HARDSCAPE WITH BUILDING, O TRASH RECEPTACLE D/L-2.00. SET ON 24' SCE. PAD. 3-1/2" CONCRETE TO MATCH ADJACENT WALKS. — f ff.rI-nr,n_^_t—r, wI�wI tiIswtT=I >=r­1 lilt tl1 g SCALE: 1 " = U-011 of f-% 110A11iLJIl% 0f-%AI C LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL: rgaorga-pd.com 0 z 0 J z Q m J � CL � U O 0 w o W H Z W411< � w F- a CL z ILI � � CIO � �3 sPecaFIcaT11orvs SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN: TM CHECKED BK PROD. NO:- R1408 DATE: 4/4/14 SCALE: 1'-10'-0' REVISIONS: NIT SYiEET NO: L-1.01 — U D CCU 1� I IVt Y'-'AVCKS- = Iwmm 71cIVIVH u I L/IVI._ &—I II �f `"I i 1 1 DESERT AGGREGATE 4 BLEND IN RANDOM PATTERN AND SOLDIER. AVAILABLE KEY MAP 3 THROUGH FARLEY INTERLOCKING PAVINGSTONE 160-7i3-3960. DETAIL H/L-2.01. 30' 20' 10, 5' 0 f� IN <EYNOTES: O TRASH ENCLOSURE GATES C/L-2.00. FINISH TO MATCH EXISTING. O LIMIT OF WORK O GOLF COURSE TRANSITION ZONE. O BBQ STATION 5/L-2.00. CENTER ON DRIVE UNLESS OTHERWISE NOTED. © PARKING SHADE STRUCTURES BY ARCHITECT (TYP) O 6" CONCRETE DRIVE - FINISH w/INTEGRAL COLOR &-tl KAHLUA. MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYP.) SCORE JOINTS TO MATCH PHASE 1 E 2. O REFER TO CIVIL PLAN FOR CHANNEL DRAIN. (TYP) © PAINTED LETTERING PER CIVIL (TYP) O DRAINAGE PER CIVIL. O BENCH QUICKCRETE Q2CLS845, COLOR C3-T-I LATTE. SEE DETAIL-F/L-2.00. SET ON 3' X 8' PAD. 3-1/2 CONCRETE TO MATCH ADJACENT WALKS. O TRASH RECEPTACLE D/L-2.00. SET ON 24" SQ. PAD, 3-1/2' CONCRETE TO MATCH ADJACENT WALKS. ® DECORATIVE PAVERS. = 10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE d BLEND IN RANDOM PATTERN AND SOLDIER AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE �6 0-��3-3960. 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/ 61 x 6' GRID OR AS INDICATED ON PLAN TOOL JOINT PATTERN TO MATCH PHASE 1 E 2. RE-INFORCEMENT BY CIVIL, O LIGHT FIXTURE. SEE PLANTING AND LIGHTING PLANS FOR LEGEND. O FLOW WELL. SEE MECHANICAL DRAWINGS FOR DETAILS. ® RE -SEAL EXISTING ASPHALT. PROVIDE STRIPING PER CIVIL PLANS. O ALIGN HARDSCAPE WITH 5UILDING. ® SPECIFICATION BY CIVIL ENGINEER. SEE SHEET L-1.03 FOR GENERAL CON3TRUC710N NOTES. 0 SCORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD M C XM LTATION WITH LANDSC.4109E ARCHITECT. SCORE JOINTS SHALL 15E PROVIDED 80 THAT NO MORE THAN 400 &F. OF CONCRETE 18 OPEN. A EXPANSION JOINTS - PROVIDE '/3' FELT EXPANSION JOINTS WITW JOINT sEALING COI"raM AND BANDED 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 11,22 TIMES DIAMETER OF IRRIGATION PIpE. (RECORD FIELD LOCATIONS) PA PLANTING AREA Q d 0 1 \` 1 I V I/"'11 NORTH SCALE: 1" = 10'-01' GRAPHIC SCALE r 30' 20' 10' 5' 0 LANDSCAPE ARCHITECTS, INC. 73061 EL PA9E0, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-56Z FAX E-MAIL: rga•rga-pd.com 0 z 0 J z Q m J � IL � U ~0 cl) cf) J w It z a � cl) W 0 z � wW co i ;g 3PEGFICAl70N3 SHEET ❑ BOOK ■ PROJECT MANAGER "I'M DRAWN: lTA CHECKED: 8K PROD. NO. R1408 DATES 4/4/14 SCALE: 1'-10'-0' REVISIONS: Nff SHEET NO: L-1-02 m r� f � �' Ile,,�'��'` Via' / f''' / � � 1 /' . of , / /' / �' ,. °�✓" % ;i �' �# '`' °tea' / 11 :.. '" ' -- r /,p`g< .✓ r' j/ ��` �'' ,,Y' / i` irk /./ �° /`%r` / a� ®`� 1 ✓ "f y✓" �' � � g � 101 io otlooll � � / � + ,ter r/ e( WALE CIVIL0000 �- 10000/ .N- ,, --'; --- KE%I'NOTE5: O TRASH ENCLOSURE GATES C/L-2.00. FINISH TO MATCH EXISTING. M■ 11 � -7— _ O LIMIT OF WORK O GOLF COURSE TRANSITION ZONE. O BSQ STATION B/L-2-00. CENTER ON DRIVE UNLESS OTHERWISE NOTED. O PARKINrz SHADE STRUCTURES 5Y ARCHITECT (TYP) O 6" CONCRETE DRIVE - FINISH w/INTEGRAL COLOR 611 KAHLUA. MEDIUM" I' BROOM FINISH TO RUN PERPENDICULAR TO PATH OF TRAVEL . MICRO -FIBER REINFORCEMENT BY CIVIL (TYPJ 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- (i) BENCH QUICKCRETE MCLS84B, COLOR C3-T-1 LATTE. SEE DETAIL -F/L-2.00. SET ON 3' X 8' PAD. 3-1/2 CONCRETE TO MATCH ADJACENT WALKS. O TRASH RECEPTACLE D/L-2.00. SET ON 24' SQ. PAD. 3-1/2' CONCRETE TO MATCH ADJACENT WALKS. O DECORATIVE PAVERS. = '10mm SIENNA STONE EMBOSSED NON -TUMBLED WITH DESERT AGGREGATE 4 BLEND IN RANDOM PATTERN AND SOLDIER AVAILABLE THROUGH FARLEY INTERLOCKING PAVINGSTONE I6O-113-3g60. 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 DAVIS - YOSEMITE BROWN *641- - 3-1/2' CONCRETE WALK - w/ INTEGRAL COLOR MEDIUM 5ROOM FINI5H 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 aY 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. O ALIGN HARDSCAPE WITH BUILDING. (R SPECIFICATION 5Y CIVIL ENGINEER. SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 } d QL ; (N%,1_ 1 IVIt-%l CONSTRUCTION NOTES THESE CON3TRUGTaW PLANS ARE INTENDED TO INDICATED FINISHED, ACCESSORY 3PEgFICA710N AND SCORE JOINT LOCATION ONLY *PROVIDE EL,45TOMERIC 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 HOT SOIL, DEFINED AS SOIL WITH A PH OF i OR 14IGHER, WILL CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS: TYPE 5 PORTLAND CEMENT WITH A 35 WATER / CEMENT RATIOi ASTM CLASS F FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT)± 5UPERPLA5TICIZER ADMIXTURE (10-15 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 3% 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 1/2 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 11/2" 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 ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) W-W24 M10) 773-56Z FAX E-MAIL-- rga•rga-pd.com 0 z J Z � Q m CLJ � z i U O w o a: CO Z W a � w Q z L �Wco 3PECIFICA710N3 SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN 7M CHECKED BK PROD. NOS R1408 DATES 4/4/14 SCALE: 11-10'-O' REVISIONS: Nff. SHEET NO: L-1.03 LLI } 1/2' EXPANSION MATERIAL 3/4' RAD. TYR CONCRETE SLAB EXPANSI❑N J❑INT CONCRETE SLAB 1/4'W x 3/4'D SAWCUT SCORE JOINT .e v SCORE J❑INT (SAWCUT) L U NOTE: REFERENCE CITY OF PALM DESERT STANDARD RETAINING WALL DETAIL FOR ADDITIONAL WALL CONSTRUCTION INFORMATION. —STRUCTURAL DESIGN OF WALL AND FOOTING, IF REQUIRED, WILL BE PROVIDED BY A CA LICENSED STRUCTURAL ENGINEER, AND IS NOT A PART OF THESE DOCUMENToss BBQ ELEVATION BBQ.00S 05G3365QARL TYPE 10 LIGHT FIXTUR. SEE LIGHTING PLAN TILE TO BE HIMALAYA 3'x 12' BULLNOSE (ON BOTTOM) BY NPTG POOL TILE AND STONE (www.nlotg onl ine com) TILE TO BE HIMALAYA 12'x 12' CUT TO FIT. BBQ RULES 51GNAGE BY SIGN CONTRACTOR STUCCO TO MATCH ARCHITECTURE. TYPE 10 LIGHT FIXTURE. SEE LIGHTING PLAN CENTER FIXTURE ON WALL. — BBQ. WHIRLPOOL KBSS361TSS TILE TO BE HIMALAYA 12'x 12' 5ULLN05E BY NPTG POOL TILE AND STONE (www.nptg on l to e.com ) TILE TO BE HIMALAYA 3'x 12' BULLNOSE. S' CMU STRUCTURE, GROUT- 50LID WITH 03 RECBAR a 24' O.C. EACH WAY. STUCCO TO MATCH ARCHITECTURE. SEE PLAN FOR MATERIAL. — EXPANSION JOINT_ CONCRETE FOOTING. 4-03 i EBAR CONT. 03 REBAR 16' O.C. HORIZ. — PLUMB GAS LINE FOR BBQ. GAS SHUT OFF VALVE BY CONTRACTOR 13BO SECTION 2'-6' .4 PROVIDE WATERPROOFING AT RETAINING ° coND1TIONs ° 141EXf=AN&l0N $ CONTROL JOINTS scaLF: vz° = r_mlllff� 550 SCALE: NTS KEYED GATE LOCK, 3'x3' SQ. STEEL POST WITH CONCRETE FOOTING. BY STR ENG✓ CONTR CORRUGATED STEEL PANEL. WELDED CENTERED AT FRAME_ 2'x2' SQUARE STEEL FRAME. SELF CL051NG GATE HINGES BY CONTRACTOR ' STEEL KICK PLATE. WELD TO FRAME. STUCCO TO MATCH ARCHITECTURE_ GATE CANE BOLT. CORE DRILL CONCRETE AND INSTALL METAL SLEEVE FOR CANE BOLT TO BE COMPLETED BY CONTRACTOR r WELD ALL CONNECTIONS 4 GRIND ALL WELDS SMOOTH. ALL TU5ULAR STEEL TO f5E FINISHED W1 ONE COAT OF DUNN EDWARDS CORR05AR 43-5 PRIMER AND APPLY PAINT TO MATCH ARCHITECTURAL METAL ELEMENTS. MANUFACTURER: CHANDLER MODEL: CHANDLER CHT COLOR: 806 SAND BEIGE FINISH: LIGHT SAND TRASH RECEPTACLE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTACT MANUFACTURER FOR CUSTOM SIZES. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 600-015g. ��::) ASH URNS & TRASH RECEPTACLES: CHANDLER 0) CONCRETE PAVER 80mm. THICKNESS —1' BEDD ING SAND GEO TEXTILE UNDER BEDDING SAND -COVER JOINT S AND TURN UP AGAINST CURB — SAND -FILLED JOINTS — / mIIm1 m CLA55 2 ROAD BASE. CRUSHED AGGREGATE, COMPACTED TO S5yo 9tD96 COMPACTED SUBGRADE NOTE: SAND SHALL ESE POLYMERIC SAND AVAILABLE TPROUGN LOGICAL RESOURCE. ,APPLY PER MANUFACTURER SPECIFICATIONS. CONTACT FARLEY PAV INGSTONE FOR ADDITIONAL INFORMATION. 1-C�RA5H ENGL05UfRE CzATES scaLE: 1/2°= V-0 11 J�jTfRA6H RECEf=TACLE SCALD: NTS jj=:jf=AVEfR IN5fi4LLATf ON SCALE: N7S BENCH COLLECTION: CLASSIC 2CLS 4 SERIES: OUICCCFlETE 02CL384B PA3ADENA FINISH / COL -OR: P6-T7 COPPER SCALE: NTS LANDSCAPE ARCHITECTS, INC. 73M EL PASEO, SLATE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5M5 FAX E-MAIL- rgaerga-pd.com sPEcir-IcanoNs SHEEP ❑ BOOK ■ PROJECT MANAGER TM DRAWN: TM CHECKED BK PROD. NO: R1408 DATES 4/4/14 SCALE: PER DETAIL REVISIONS: NR I SHEET NO: - L-2.00 Q z SPECIFICATIONS SHEET El E3001<9M DRAWN- LT CHECKED PROD. Na Po408 DATE 4/4/14 1'-10'-0' REVISIONS NIT- r3CALE: CffY AND CVWD 5 12 14 TM 0- SHEET NO: LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-5615 FAX E-MAIL- rgaorga-pd.com sPecc:iAcaT11oNs sHeer ❑ eooK ■ PROJECT MANAGER- TM DRAWN: LT CHECKED:- PROJ. Na R1408 DATE: 4/4/14 SCALE: 1'-10'-0' REVISIONS- CITY AND CVWD Z&COMMENTS 512 14 NIT. TM SHEET NO: L-3.01 I,' ■ Ai 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_wate r 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. Eta MAVUA 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 1135.65 Estimated Water Use Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro SDrav 5 0.9 19133.17 2 Low =rP ,_son Zonal Eto Value Plant Factor Area sq. ft. Conversion Factors Estirnated 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 -Winter 15.97 0.20 19133.17 0.62 748 0.91 56.28 TOTAL i I i I33D.93 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler / Micro Sarav 5 0.9 10049.17 3 Mod Season Zonal Eto Value Plant 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-VMnter 1 15.97 1 0.50 1 10049.171 0.62 748 0.9 73.90 TOTAL I I I I I 1 434.52 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Turf Rotors 5 0.8 0.00 5 Combined Season Zonal Eto Value Plant 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 0.62 748 0.8 Fall -winter 15.97 0.70 0.001 0.62 1 748 0.8 TOTAL 0.00 Estimated Total Water Use 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 JZip 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 / MVII B 1500 5.14% C C3 LW / MW B 500 1.71% C C4 LW / MVV D 5312.26 18.20% C C5 LW / MW B 1200 4.11% C C6 LW / MW D 15664 53.68% 0.00% Q. 00°,6 Total: 29182.34 100.00% EE SHEET L-3.02 FOR IRRIGATION LEGEND. SCALE: 1 " = 10'-0" GRAPHIC SCALE 30' 2010, 0 �^ ARCHITECTS, 73061 EL FASE0, 1 DESERT,PALM 92260 ;1568-3824 60 E-MAIL--•_ .. SPECIFICAT11ONS PROJECT DRAWN: LT DATE: 4/4/14 .. CITY AND CVWD -Alc• d FAI SHEET NO: a H 0 110 hm, IRRIGATION SCHEDULE SYMBOL MAN U ]FACTURMMODEUDESCRI PTI ON P51 GPM RADIUS DETAIL REMARKS 1402 Rain Bird 1800- 1400 flood 30 .5 0 1 Flood Bubbler on fixed r 5er Not Shown Pain Bird Xeri-Bug Emittet-5 30 1-2 GPH 0 For Clarity Use XB- I OPC- 1032 Emitters on plants that are Low and Low/Moderate water use. Use XB-20PC- 1032 Emittei-5 on plants that are Moderate- to Hi.5jh water use. 5ee planting legend for City of Palm Desert Plant Water use requircment5. Rain Bird XCZ- I 00-13-COM K Drip Control Kit, I " PE135 valve, I " Ba5ket filter, and 40p5i Pressure Regulator, I " Ball Valve. Rain Bird XCZ-Lf- I OO-PRIF K Drip Control Kit, I " Low flow valve, 3/4" pressure regulating RBY filter and 30p5i pressure regulator. Toro fCH-H-fIPT L Automatic Flush Valve, PIUM19CC1 to flush lines at the end if drip pipe runs. Rain Bird PEB C Electric Remote Control Valve Pain Bird 33DRC If 3/4" Quick Coupler Valve, two piece body Nibco T FP GOO D Cla55 125 bronze full ported ball valve, same 51W, as pipe- diameter. Griswold 2000 1 IF Normally C105CCI 50lenoid master valve. Existing (near tennis courts) Fain Bird ESP-LXD Two -Wire Irrigation Controller B with ET Manager ETC-LX. Include (2) ESPLXD-5M75 Expan5ion Modules. Mount Controller in Strongbox Stain,IC55 Steel 5113- 1 G55 Enclosure. U5e IF D TURF Series Two -Wire Decoders at each valve grouping. (Model # to be determined by the number of valves in the group). U5e L5P- I Line Surge Protection every 500 lineal feet. Use # 14 AWG Two -Wire Communication Cable. (Controller5 installed during phase I construction. Continue Wire run for ALL phases per manufacturers 5pecification5.) Contractor MU5t have two wire installation experience and training. Training available through high Tech Irrigation. (7GO) 773-9224, New 1-112" Water Meter and .2" t3ackflow Preventor to be installed by CVWD. A Irrigation Lateral Line: PVC Cla55 200 (SEE PLAN FOR PIPE SIZING) 0 Irrigation Mainline: Pipe up to 1- 112" to be PVC 5CH 40, 0 Pipe 2" and larger to be PVC Cla55 315. Pipe Sleeve: PVC Schedule 40 0 Typical pipe 51ceve for irrigation pipe. Pipe Sleeve size Shall be 2x Dia, of irrigation pipe to allow for irrigation piping and their related couplings to easily 5lide through 5le-eving material. Extend 5leCVe5 18 inche5 beyond edges of paving or construction. Valve Callout #A # Valve Number 11 # Valve flow Valve Size 0 46 L01 a in SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 2; 0 10, 5- 0 OVA[ CVWD I-P t, T F q4 /� T R Approval of ,Ns drawinqby,CVWD staff does not consime approval to encroach into distnd and USSR Rightv-uf Trees, plans, wall*, Viand permanent structures of any kind may not nay plant or Installed It, CvVo And USSR easofj}ent$ or fight -of -way WRhout first obtainlwj Oil tn,croachm" pgrrait treal CVWD L 2 fm& Date VYATrR MANAGEMENT DF PAR�117- NT C'VWD Plar, 0 �`Ij NMI 73M EL FASE0, SUITE 210 PALM DESERT, CA 922eo (760) 5e8-3e24 (780) 773-5815 FAX &MAIL rgaerga-pd.com Vowe", MI-75, APPLIED EN Q (OR EMW rx1r HAM BOX APFt® ENQ (CR EQUAU ROUND PLASTID APPLED ENC (OH EQUAL.) ROLM PLASTIC BRASS NIPPLE (TYPO PREWJRE GAS TAP + COWER W/ LOCK TOP MAIED R GATION CONTROL VALVE. COLOR TO MATCH _ BOX + COVEN COLOR TO MATCHSOL (TAN IN EXG. _ BOX + COVER COLCR TO MATCHSOL (TAN IN DLQ _ 4 PLACES ELL PLACES P BOX TO IE PLACED IN AND C�V N WIG LAME VE DER �WPO USE LAVENDER BOX GREEN NLApWKI USE LAVENDER BOX GATE VALVE 2 PLACES AT RI*IT ANGLES SOX FOR ATB� APPLIGATKONL FO�. RECLAIMEDWATER APPLICATKONL FOR RECLAIM WATER APPLICATION. REDUCEDOPLLASnc FACE) MiSSURE TO HARDSCAPE EDGE BACKFLOW PREVEN'TER ELBOW (BRASS) VALVE SECMENCE TO BE PAINTED CN � � COVER MAHKEQ FROATiON SALL cQ))c W GATE VALVE BRASS$ Q NIPPLE HYBRID CONTROLLER EACH BOX th TEST COCK (TYP) x x x x x F SH CIRADE 4 PLACES PRESSURE SUPPLY UVK�I x x x x j x x x x STRAINERt40 gip$ ' • •• 0 CONNECT WIRES BY 90LDN3,HIVG TOGETHER + % '' x x x .0 x x x MESH MOIST_ LIE-�DISICHARCE """"""'" " WATER9400FNQ USE AN UL APPROVED ::: ; % % ; % ` % % x x x x9�� /Gx x x x FINISH GRADE ° %% %%%> %% /O PVC 9CFL 40 _j UNDERGROUND THEE SPLICE KIT x % :::: :: % : x % :: x x : % % Y x x x x x x x x LAWN AREAS YYY�\ % % % % % 11 % % N v-_- \ FNISH GRADE I` , x x x o MALE ADAPTOR % R x = SHRUB AREA 1 PEDISTAL ' BRASS ELBOW MOUNT FHNIS-I GRAMLINE LAWN AREAS FI HANDLE I'VC LJnE PIPE C THREADED NIPPLE REEF PORT FNISH GRADE - •a. SOLENOID a. o SCH !!0 FNI81-I GRADE SFRIE AREAS e 0 0 » • . • �'ir� ELL 40 11�•� -.• f ao '; ss a FLOW ADJUSTIuBJf �: .r: PRESSURE BIIPPLY • ` ' PEA GRAVEL : �� , _ • LINE (RE SI EC) T � BRASS ELBOW FLOW FINISH GRADE .� v,`ELL ' ; • •. p ��' GIN. 3 C U, FT) `' PEA GRAVEL v UA PVC S+ R 40 MALE QIIhl :: 2 IOU FT) TEE (YHREADCDOUTLET) 1T}EADED N IPPLE 80 PRESSURE SUPPLY 4aPT•ESStIRE SUPPLY LINE PI TTNG ' LINE MAKE a '• 4 BALL VALVE PVC LINE WE MN 1S' • • S•, U OT E NIPPLE .. . NiaTE; COM1" WIRE t EQUIPMENT TO BE INSTALLED AT A MNNMUIi1 OF it FROM WALLS,, CONTROL WIRE • BULDNGA ETC. NOTE, 2 ALL ABOVE GIOUND ASSEM13 Y SHALL RECEIVE ONE(1) GOAT r PVC SCH 40 CONDUIT INSTALL CONTROL VALVES NMIINI OF 3FT. APART SOH 40 • e ' '? � •. ; • : • � • .• . , • .; j RED LEAD PRIMERAND ONEM COAT PANT AS SELECTED BY AND FRNGB N tMM AREAS UNLESS OTHERWISE NOTBDL •. •• • •; • ' •` •� • ARCHITECT 3. WHEN UNIT' IS NEXT TO BUILDING, WALL, ETC, TEST DOCKS 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 I TO VALVES SECTION F MASTER VALVE HOOKUP T LEGEND t RAN BID XERI-SPRAY OR XERI-SUBBLER OR X8%-BUG BOON DEVICE (SEE ffIIGATION EOIIPNBYT LEGS D FOR MODEL fl 2 RAN BID MODEL IP1=R1AUU POLY FAD( RISER CORM AS RI:CIREI)II a Dta OR MULaH BED 4. R4SH GRADE A PVC FITTING (S x S x 11r FFT1 8: PVC PPE (DEPTH PER SPECFK'.AT04). MOTE PLACE EMTTER AT EDGE OF PLANT ROCrT13ALL J DRIP EMITTER ter RIUN MV 66 WRIES ELMTRIC, C4INTROL VALVE. <,'hi tit l�oywmr.m`O v< i; L ,A) vr", VG �1'k.104 ,. t f1 Nam" cs) C jffl- 5 I DTA6 - TO T•1ATM T7Re4 HW 6 TYPE "IC' cOPPER I PE WITH BRA55 TTIN"FPDM P.O.C. TO 11k°c:V. j U**40K M0 TO OTHER ON DAME C42HYROLUML 0V4PCft0HW P=K 0' DEEP. INiI (C0MWL KRE TO W ORAME IN Pyr. W4*z" 40 Ply*. I2 PYO fts 40 t.'m& B.I.. 15 "aCOOMI GT+OFC. iEa GCAK. [+ T 5f'EC.IF�G�tTK�RSr 10 P.O.C. BY CVWD APPLFD BNG.(OR EOIlALr2 AV PLASTIC 13OX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE COLOR TO MATCH 81,10044X4 SOL USE LAVENDER BOX FOR RE-CLAIiIED WATER AJ NNTROL ZONE KrT ►N BHD XCZ-100-13-00M CLIDES BALL VALVE,100PESS VALVE, :CHK100 BA8KET FLTER AND I-M40X-100 FRESSLIRE HECXILATOR) iC• _ t: s L= NOTE PROVIDE A 24' SETBACK ON CURB AND SIDEWALK (WHERE ), PER G'VWD 2C i 4 SPRAY HEAD 1/2' 81 REET ELLS 1/7 SCE 00 NIPPLE (LBVM AS REQUIRED) 11r STREET ELL PVC TEE -,_ -- r _ 1-. ___ _ter! G LAWN POP UP im. LAUTOMATIC SELF FLUSHING END VALVE MAX WIDTH 12' PVC SCHEDULE 80 RISER PVC ELLS 9(�.E 40 STREET Y-FILTER r RCV 0 -- 1 PRESSURE REGULATOR MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND ■ Ca9349iAL INSTALLATION NOTES 1. OWNLEt MIMATiON PLAN N M AMM&ATRQ FINAL LOCATION OF PPNQ WLL BE DETER NrM AT TIE OF NBTALLATION. MAINLINE AND LATERALS SHALL BE PLACE) N SAME TRENCH VA FOSSIAE EQLIPMBNr 04 MM N PAVED AREAS N FOR DESIGN CL A RFiC`.ATION ONLY AND BWALL BE WALLED N PLANTED AFEM 2. NBULL ALL EQPNABNN AB S'IorNH N MTALB ALL EQU WENT WONTED Mff Nor SPEWED ON THE DRAWNQ MALL TE PROVIDED BY TFE iFIQATION CONTRACTOR 3L ALL EauPmEmr A•IALL_ LSE INSTALL® N ACOCR uNCE WITH MANRFAcnxE iv NSTFRICTIONS AND MPECIFICA710M 4 BAQCFLoW FROREcrm wKs) M%LL BE INSTALLED N ACCORDANCE vNim LOCAL CODEIL 5. RVIGATION OONTitAOTOR SMALL LE F69"ONME FOR PROI ER WOMQUNSHP DLiM INSTALLATION 8. ALL MANLNE MA STALL HAVE A HINNMUM OF W COVER (24' UNDER ROADS AND BTFEEM AND 2C F MME R RING SEALS) PPE): ALL LATERAL PPNQ MUN.L BE TRENCHED A MNM#JM OF Ir DEEP ALL CONTROL WEE QCNQ UNDER DRIVEWAYS AND SINNERS *I ALL BE 4LEEVE) N A PVC PIPE. LATERAL Fi M QONQ UNDER DRIVEWAYS AND SRFEETB &MLLSESCHEDULE40PVCL 7. ALL VALVE CONTROL WRFE *TALL BE INSTALLED N SAME TFem 1ARTH1 MRAi m VA POSI.E AND &W.L BE SOLD CORM AWQ ft TYPE UP, DFECr EILSAL WILE, U WA SNAPME OR SCOT04.1= WRFE CONNECTIOM B. ALL TRENCH BACITIL L SQL. OIAL1. BE CLEAN, FFRE: OF ROCK% TRASK QLJr58r SOLVENT AND CEIM Nr CONTAINERS AND RAM CONTRACTOR SHALL COMPACT ALL WENCHES TO A DE1=Y EQUAL TO THE LADI FUMED SIM AND STALL FE F£N'qNNLE FOR B MQNQ ANY BATTLED TWENCHEB BACK TO FWNH MADE 9 CONTRACTOR SHALL FLUSH ALL PIPE LABS PRIOR TO NSTAi LM DER HHEADR 10. CONRIRACTOR &iAL _ INSTALL VALVE some AT GRADE OVER ALL mxcTRC VALvEn AND INSTALL ANTI- WAN VALVEB AS NECEISAR1f TO PFEME LOW FEW DFMNAQE 800101I OR DNMAR�E ri CONTRACTOR STALL ADJUST ALL SnwLERB AND VALVES FOR PROPER cem7iON AND OWEiAQE. S►RRNIMM ALONG STREET CURS NQ AND DRIVEIVAYS &HALL BE SET BACK S NCHES PER CVWQ ALL SFFiOUM MALL RE ADJU TED SO THAT NO WATER 0 THROWN ONTO 6TfSlCTTLFi68 OR NATURAL FACE) MASONRY WALLA NO OVERTHROW N FIBUTTED ON HARDSCAPE 12. 12D VOLT POWER FOR COMMLLE i(M) IB TO BE PROVEW fff Oii M ON A SEPARATE ClRCM I#EAKEFi MQATBON CONTRACTOR SHALL BE RBIPOtNWR FOR M IM G:ONNECTiONS TO CONTROLLER CONTROLLER FINAL LOCATION SHALL N DETEB041ED Of OWNS S AUiMOFQW FIEFRENWAIWE I& RQA LANDSCAPE ARCiRECTB, NQ MHAL.L APPRCME ALL NFEID Den N CIHANan DUE To WM PLAN AND LANDSCAPE FLAN CHANGES TO QUARANTEE I= WMACLEI OOWMQE OR THE M AATiON CONTRACTOR SHW1. ASIMM,E FULL FE r1: 14. RQA LANDSCAPE ARCHiTECTTA NQ MIALL Nor BE Fiewm uz FOR TLPROPEi OPERAflcN OF SYSIHR DUE TO CONTRACTOR NOT FOLLOWING PLAN PPE SMQ OR MDEQUA7E STATIC Pl6S811;E CA INFIELD DESIGN CHIANQ0 WTMIT APPROVAL 15. FPA LANDSCAPE ARQHTECT% NQ N NOT FINPONSIEE FOR ERRORS N NSrA.LAi1ON F THEY HAVE NOT BEEN FETAPM PCR INSTALLATION OB IE RVATiCK 18. LANDSCAPE caN mcmR *TALL R;eggi TO BFECFK`ATww FAR mrALA, BrANDAFtDe OF MATEFULS AND WOROAAN OW.. S'ECAL NOTES 1. SHRi 8 SPRAY HEADS ON A RISER WLL ONLY BE PBwnw NEXT TO A WALL. A FENCE OR OTHER AREA VA THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE MEIQ T FROWCF 8PRM.ER SHALL BE INSTALLED ADJACENT TO ALL WALK4 DRNEI>, PA110 AREAS AND ALL AREAS PENBiRAN YPAF19Q FINAL NWAIATION N LAWN MALL BE FLUSH AND N SfiiB BEDS ORE NCH ABOVE QFMIDE. 2. CONTRACTOR STALL PR#oVDE TWO BUIBBL.ETRS AT THE EDGE OF THE ROOT BALL FOR EACH FELD QROMN OR 24 ARID LARGER MM TRW Of AND OTHER TRH AT THE D/RECTION OF THE LANDSCAPE ARC HnECT. Sleeving Trenching - KEYNOTES :•:•:� •'•'•'•'•'• • ' 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL - 90% COMPACTION ........ �. . S 3. SAND (TYP) >, jr 24 Min. Or Per Spec `.�.:.=:::.=.:: 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER :• :• :" CHART)/PRESSURE MAINLINE I 6. CONTROL WIRE SLEEVE ADJACENT TO =;. r MAINLINE SLEEVE. ALL SLEEVES TO BE SCH eta L 2'MR 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" SECTION f ELEVATION DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). COMPACTION REQUIRED - SEE SPECS O TRENCHING/SLEEVING DETAIL EMITTER PIPE SIZING CHART TREE, PALM TRUNK K DRIP VALVE 1/2" PIPE 0 TO 180 GPH AILM ENQ (OR �A) ROUND PLASTIC P 3/4- PIPE 181 TO 360 GPH 1" PIPE 361 TO 84-0 GPH IRRIGATION HEAD TYP. ROOT BALL FINISH GRADE NOTE. INSTALL AT LOWEST POINT SOX + COVE11 COLOR TO MATCH SU11R0UWW SOL (TAN N D.G. AND 1-1/4" PIPE 841 TO 1440 GPH (SEE IRRIGATION AND/OR AT END OF LATERAL GREEN IN LAWNq USE LAVENDER 80X LEGEND FOR SPECS) PM AS NEEDED.FOR RECOLM� WATER APPLICATION. - 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP FINISH C;1WDE - _ - o 11 I -I I �) I . ' ..° • a " • HILL SIDE OF EACH PLANT. =III-) I I A: I=I � l I iL l� i� ° LL�=,L -I 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SEE DETAIL (THIS SHEET) -� I PVC LATERAL LINE I G _, I I I• -I SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS FOR BUBBLER OR - - _I SVC LATE FOR SIZE _ ME II_ RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN XERI-BUBBLER DETAIL i a THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. _ I III-� I AUTOMATIC � FLUSHNCH END VALVE 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO PLACE IRRIGATION HEAD FLA BOX WITH 11r LEA GRAVEL ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. ADJACENT TO ROOT BALL L AUTOMATC SELF FLUSHING END VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE AND PALM IRRIGATION DETAIL CVWD LANDSCAPE APPROVAL Thew Plans have been reviewed by the Caoadieffe Valivy doter Distant in ' acordunco with (;,aMorria Govetnoront (` to a, Section W591 of siaq. requonng eKsent landseApw, aoo so on d s in cw1wation with R focal o `, wjerl CkF or C j y. ' T R IC Approval of his drawing by GVWD staff dons not cons Wte approval to encroach into distnd ,: rqd USSR Trc-us_ )jars, wall*, and permanent gtmctums of any kind rn6y not no planteo or installed Ih Ci:M 0 and U BR easerr-ents or right-of-way Wittlt ut first obtaintnq m en4rG7fiCi'tmEnt patmit han't L.' ViD. - Date WATER MANAGMENT BEEN CVVVE5 Four,. �FIEIU"C LANDSCAPE ARC HnECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 MO) 568-3624 Qft 773-5615 FAX E-MAIL- rgaorga-pd.com SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN: LT CHECKED:- PROJ. NO:- R1408 DATE: 4/4/1 SCALE 1'-10'-0" REVISIONS: NfT. SHEET NO: L-4.00 qW 'Py HPY / ® Z / SH� T L-5.0 HPY .01 MRN HEET / DW LF � LF FS AG DW >w MRN PLANT 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 $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. AN plant material is subject to inspection at the discretion of the Agricultural Commissioners 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. BTG TREE NOTE: TP � AAC ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREEA PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RIGHT-OF-WAY WITHOUT 19RST OBTAINING AN ENCROACHMENT FROM CVWD. :E SHEET L-5.01 FOR LIGH LING LEGENI ;d NORTH I SCALE: 1" = 10'-0" GRAPHIC SCALE 11 30' 20' 10' 5' 0 CVWD LANDSCAPE=- APPROVAL These plans have been , ,] oy th�� Coufiejta Val1�,-y Water [sisr,o iti Fit �a,fw rt I rriq $�l t .' �. .# S. deb 'i ,� ign in =WaOon R:�t Ww % v atsg E "'ity airco, e � T Ffi ti Approval .. ''VWD SUff do"not consituteaWavaj to enc oacti mtu .+ wtd USER RiGht f Way. Trvas. plans o-ai15, and Permanent stw, : of any hind may fdt be planted or Installed In CVWD and US8R (:: or nght4-way vril out first obtaining an itutl (coat CVWD WR AGQAE T DEP 117' V ` Opm ` Cc D PA A MEINT Fewi I LANDSCAPE ARCHITCCTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-56Z FAX E-MAIL- rga•rga-pdcom MMMOMMMMA sPec:iFIcarIoNs SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN: TM CHECKED PROJ. Na R1408 DATES 4/4/14 SCALE 1'-10'-0' REVISIONS INIT 0- - SHEET NO: L-5,00 Go I a I as 0 71 a 7 -.4 — yr SH T L- 5 ./` HEET T ' AVB AVB AVB O MRN MRN O AVB AM MRN MRN AVB M _ '/Xr' DP I I 8C I I l t SE)o f / DC 1 n k r C \ EF — `LF-) \ EF DF RU � � — RUP LAM � \ / \ OF \ \ RUP \ V-P DC I F I i ■ I 1 DC / Rup EF LF I I FR �-FR \ LrFR EF — ►ate!' .I:,I�rt� a s / N MRN' / AAC BTG i / C EXISTING / SEWER / LINE BTG 4 Is" \ti AA MRN zfl /- --- EF _ ELF \ -----� AAC I I � / \ \ Q / / / I DC \ I L�AM I / H BTG IDO HPYJ J / #, + /LAR\ DF I I PY IX F I \ �T J / / — \ ' / / F ' i IC':1-ITINC: 1 G�;FNII� © _, -, _ r • �1 - • +! • - ■.L; II■ - • :.1L: -- • •- • •-r • • �.�►ii\I. lll�. �- � l �_ 1L1._ ►1 i- �� -.fall/l Ilr � j � �■1 l-Ji A► _ NOTE- t COLOR SAMPLES TO EE S<J WnW TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PANT APPLICATION. 2 SEE FMP FE SPECIFICATIONS FOR ADDITIONAL INFORMATION. a SEE SHEET L-7.00 FOR LIGHTING DETALS. =E SHEET L-5.00 FOR PLANT LEGENC =E NOTE: ALL 1 9 TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. rE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR WILT IN CVWD AND USSR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD NORTH SCALE: 1 " = 1 U-0" GRAPHIC SCALE 30' 20' 10, 5' 0 CVWD LANDSCAPE APPROVAL Tfwsc plans have Berl revit�wed 4>y the Coachella Valli y Wtitor raa 'p p�gant1e�`vAth C{alif (Aa nt tle, n. 6�i�r I of 4. 'T pGo.�rvornpy a3oci nng Kjatiun w lzh h local ..._ `r -,_.- wi (CRY orCoif). 0 'r f� 4 � Approval of .ht. drawing ing by C+VWD off duos not wnsatut approval to onmach into dilitr cl anti USSR Rir4httj--uf-1,P/ay� TEcr � plans, wails, rare parrmanert 5tirurlu s of any kind may not no plantao or Installed Jr. CV!A1 and USSR e scme nts or right-of-way without first obtaining t ;rQ=-h wont parrnit Irom CVVVD. Date . Tr-R MANAGEMENT DEP f F N C V l r E N' CL Ci t .t `'M T° LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-56Z FAX E-MAIL: rga•rga-pd.com z � J m � � Z � � U 2 O J w1i � 0 Z Q H (7 W j a. z cf) 0 Q Q CLILI z _j Ucf) L ILI i co SPECIFICATIONS SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN TM CHECKED:- PROJ. NO. R1408 DATE: 4/4/14 SCALES 1'-10'-0' REVISIONS: Nn EET NO: —5.01 - a - r r' f lz"�l Tp X/ / 7-1 TP IN AA TF ., /'' /./� ✓� / //Nr�'"' ,/� fe.� "�°�,F � iH � � *°5P- ��'"' A '�• j,' AG 0000 Dw ow Ao✓ BTG f' BTG ; ,�" ji / �:.' �r'�'. / ''«"`` % •f`a /`, CAE EM- ' 77, CAE _/ T --»�y/ / ,�,/ .s �• CAE C .00, TP Al LF LFT Wry TG �'.,,;� LF OrMw Mw �. :K w • ` oil JAITAPIA SHEET L-5.01 FOR LIGHTING LEGEN TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW MA14CHW WrM SM BRANCHING TO M&M PER AMM NURSERY STANDARDS. NOTE: SIDEWALKSTFEE-% RANT, WALLA OF ANY KJND WrB M+LB - SNQLE MfidC LEADER AND LOW BRANCMQ ow"'ll ca '0 F71; 0 Q OL D M c3 � Z z �v 0- a 0 0 W f=- w � a CL z j F �j�w W 1 SCALE.- 1" = 101-0" GRAPHIC SCALE I 30' 20' 10, 5' r IV.- ..Ig icy (City s ca , ' r ' Apj-, royal of dv it = ) staff does not ConCon%We aWoval to ;ach into district and USSR RiE.�ht"I'May. Tress, pleas, wa ls, and ray ki d may tt oo &ntecf or laid in CVW0 ..; w righi•c 4ay without first obtacinwj MA ° 0 l ,on lft rc l r3. fPARTMENT SPECIFICATIONS SHEET El 1300K DATE: 4/4/14 w a a e FA SHEET NO: CUT OFF TCP SECTION CF STAKE DAMAGED BY HAMMERING TREE TRUNK CINCHMES. EOUAL - -• r TRUNK AND PCLE. SIDE BRANCHING TO F_ WATER BASIN. r— FINISH GRADE ROOT BALL BACKF LL MIX. (SM SPECS) --- PLANT PIT 2 TIMES AS WIDE AS ROOT BALL. PLANT PIT AS DEEP AS ROOT SALL NOTE: 1. ALL NATIVE T1IEES AND SF FLISS TO BE BACKFILLED WITH NATIVE SOIL ONLY. 2. SUB -TROPICAL TREES SHALL BE PLANTED WITH FERTILIZER TABLETS (SEE SPECS) NOTE- STAKE DETAIL ONLY APPLES TO STANDARD TRUNK TREES, DOUBLE STAKE TREE DETAIL 24' BOX PLANTING NOTES KEEP SOIL MOIST, NOT WET N C�r:�11� : ='fir ►�1►I-�'"�� VARIES 12' PAST VINE BOTH SIDES TYP. WALL ANCHOR AND SC WM WITH 16 GAUGE GAL WIRE TYP. o0 0 0 0 0 0 0 0 foulnmN / VINE PLANT SLK3-ITLY ABOVE SOL LEVEL ANT PIT DEI TH OF ROOT BALL PLANT PR 2 T1MES CIA. OF ROOT BALL ALL NATIVE PLANTS SHALL BE BAOKFILIWITH NATIVE SOIL ONLY SOIL MIX FOR SUB-TROPICAL.St 2/3 NATIVE WIL V3 KELLOGS NTROHUMUS 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 T W-N-ra c. BOULDER - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIREC710NS. - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. BOULDER DETAIL 12u MIN COMPACTED 5U5GRADE BOULDER TTP. SEE PLAN FOR MATERIAL GOBBLE 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 60 (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. -- FINISN GRADE s nRAOP BOULDER TYP ISH GRADE COMPACTED SUBGR4DE CVWD LANDSCAPE APPROVAL Thew t:lart haw t),-an rtiirvrd by the Coadiella Valley +Ittttr Cistrrci in accordance Ath C, Aiorn i Gov+ momnt Core, ion 591 0t . q� i ,° �a naquirrng effider.t lano9cape aw, wigatico design in coclwalion with tha lowl go ng aquicy (city air cam)• a $ T R t Approval of th.s drawan� ry CVWD staff 00% ctut constute approval to encroach into ci` * tJtstit end tir;ht V+t i firer +�v.tl I rr , , r d p rmanent stmcfum of any kind may not be planteo kir Installed its CMD and USBR e s rt tints or right-of-way :aishmit flkst obtainiwj an =°'moactrrr€crrt patmit from CVVVD. I= LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 (760) 773-56Z FAX E-MAIL- rga•rga-pd.com 3PEGFICAllON3 SHEET ❑ BOOK ■ PROJECT MANAGER TM DRAWN: TM CHECKED:- PROJ. Na R1408 DATES 4/4/14 SCALE: 1'-10'-0' REVISIONS: CfTY AND CVWD Z&COhAMENT'S 512 14 NR TM SHEET NO: L-6.00 M +� PLANTING AND IRRIGATION MAINTENANCE SCHEDULE ? Landscape shall be maintained to ensure water effic wcy. A regular malntenance schedule shall Include but not be Imnited to checking, adjusting and repairing irrigation equipment; resetting the automatic controller, aerating and de -thatch turf areas, replenishing mulctv fertilizing pruning, and waedng in of landscaped areas ? Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equlvalenta A. Shrub and groundcover areas shall be tied only prior to pre -emergent application but raked and edged weekly or bimonthly, 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 gcande) 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 curbs free of plant growth. 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 grourndcover areas, A severe, may be controlled by a commercial herbicide by obtaining written permission from the Owner. Such permission shall 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, d severe, should be sprayed out and 'weedeal:W. Ill. DISEASE AND HARMFUL INSECT CONTROL Monthly Inspections shall be made for evidence of disease and/or harmful insect& If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall inclr - A. Exact location(s) where disease and/or harmful Insects are prevalent. B. Contractor's opinion of the We of disease and/or insect. C. Contractor's recommendations for control and elimination of disease and/or harmful insects. VI. FER71LIZATION A. General Fertilizers shall be inorganic, dry, pelletized formation, as spec Med. Application shall be In accordance with Indicated rates and times in soils report. B. Method of Applcatbn In making application of fertizer grwv**, caution shall be taken to contain time 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 material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjuetment of the fertilizer schedule may be necessary. Avoid application of fertiTaers prior to forecasted rainy weather, etc., which might affect stability. After fertizer application, monitor watering schedule to eliminate runoff of fertizer materials in solution. D. Trees and Shrugs An agricultural soft test and soils report must be completed prior to knidecape installation. toll amendments must be instated per sot report recommendations using locally sourced material IRRIGATION SYSTEM L Operation A. The water schedule will be established and programmed by the Contractor's lanxscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and a*Med 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 ls equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will slow for proper infiltration and thereby minimize runoff. C. Contractor shall turn off of controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximums operation E. Contractor will avoid mamml activation of automatic valv". 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 throttln0 and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an Irrigation system, or any area resulting from the physical breakdown of the irrigation system. IL Maintenance A The Contractor shall be responsible for the cost of clean f, repair, aclustment and replacement of irrigation system components, with the exception of iriga lon controllers and bacicfiow protection devices, including the fobwing items. Plastic Pipe Plastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Oulok Coupler Valves Sprinkler Heads Valve Boxes B. Replacement of any item shall be with an item of identical deeigm unless otherwise specified in writing by the Landscape Architect: 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fdtiings. a. Plash pipe shall be polyvinyl chloride (PVC) of the schedule or cuss specified on the irrigation plan. b. Plastic pipefittings and cormections shall be PVC Schedule 40. 2. The Contractor shall inspect and examine the htWion 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 materiel growth 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardecape areas, free of debris such as papers, bottles, cans, glass, dtt, etc. The Contractor shall be responsible for trash removal from the dies. IL Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -elite. AN grass clippings deposited on roadways or wake shall be picked up after each mowing or trimming operation. II. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris wi be allowed to remain at the end of the workday. N. All walkways wi 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, cropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contrador 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 Oversewing 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) 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 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 N CVWD AND USSR EASEMENT OR RK*7-OF-WAY WITHOUT 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 irrigation days per week, by month Jan Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 5 4 3 2 W" type head for lawn (n minutes per irrigation day), by month Bubbler- type head for trees (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. 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 Rotating tyke head for lawn (in minutes per' Motion 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-pdcom PECIFICATIONS F SHEET El BOOK ■ PROJECT MANAGER TM DRAWN TM CHECKED:— PROJ. NOS R1408 DATES 4/4/14 SCALE: REVISIONS: IN 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 QD° �6)00 00 0 ®l O ° O ° O° 0 0 �u'OQ�° ° Q o 0 °o��0 ° ° °° ° 0 ° 0 U o0 ° ©gO ° �O �° ° ° ° CQ ° OD O ° O O O �� " 0 IL I ,„- O� 0 O� °0° o ° (�,� Q° QO °Oo p 0 �D °� 0 00��Q a0°° pQO O Op0 O D00 0 6 coo 0 � 00 ° VC0,0r) ° ®�° ° Qo o 0 Q �O °° D o °a o jo ° 00° 0° 000�° 0 QO OQO Og ® a CQD00 ° 000 0� °�OdO Ol ) 0 °0 000 � ° -STEEL OST EEL i� ° o0O °� °° ° ° ° 0 0° °� a°0 a °°g pa� ° ® ° 00 g 0 ° � � 0 0 0 PO Q0 ° 0°q'8 cb a Q°Q° ° °o `U D o U ° 4 �� 00 0 ° 0 OQ O Q ° ° O Q ° ° �� °g o 0 °° ° ° ° �o QMounting _ _ �, S" X 2-1/2u ® ° ©O �ppQo 80 0 0 0 0°FURL °G0°oa° IN c$� o° o$ TREE 8" MIN. MOUNTING 5HRU5 OR ACCENT 51;R,4C E TS WITH SELF TAFFING SCREWS 5MALL/LARGE �- UFL IG;HT , HARDsCAFE a ����/ \ 7/ >/ \ \ \ \ \ \ \ _ S" MIN i 4244 " / �/��/��/���\� XM 24" NOTE: MOUNT F I XTURE ON PER" I4 F05T. 01 SEE 5fi ECS FOR FURTHEF' INFORMATION. SEE DETAIL THIS SHEET Uf=LlGk4T T*"rf=E #2 ANC a 50 L L ARC T "'r f= E 1*4 CAfRFOT T"rFE #e STEEL FOLE SMALL Uf=L IGHT � S I CAN RERMA 2' MIN. POST #53H 5RONZE SM,4L L UFL IGrtHT \//\\ /\\/\\ <( / / / / / p \\\ \\ \\ \\ \ \ \ \� /\\/\\/\\/\ 36 ° MIN. � a, M IN .00, /, xk \/ 2411 SEE SFEGS FOR FURTHER NT FIXTURE ON NOTE . MOU RE i=E R M A POST, INFORM,4T I ON. SEE DETAIL TH I5 5�4EET FOST TOF LIG4T T**rf=E #12 7�f=E *13 FEfR1IA f=OST DETAIL LANDSCAPE ARCHITECTS, INC, 73061 EL PA - , SUITE 210 PALM DESERT, CA 52260 (760) 568-3624 (760) 773-56Z FAX E-MAIL: rgaerga-pdcom a r -j cf) 10 Lu ) LU w Cl) . E SPECIFICATIONS SHEETO BOOK N x. . CHECKED: DATE: 4/4/141 a � e ■ L L--8.00