Loading...
HomeMy WebLinkAboutVista Estrella Residence_1 RGA LAN,.,,,,, !,DSCAPE ARCHITECTS , INC . 73061 EL PASEO , SUITE 210 PALM 0, CA (760) 57 773=5615 E= M m r a� r - m - APPROVED - FINAL LANDSCAPE-PpACKAGE LANDSCAPE ARCHITECTS, INC. P . c ► DATE;30 � � i *PAW LANDSCAPE MANAc,Ek i/3i /3 3M INDEX: RATER CONSERVATION STATEMENT PROJECT: } COVER L-0.00 Landscape Documentation Package Checklist CONSTRUCTION PLAN L-1 .00 VISTA E ST R E L Vista Estrella Residence LOT RESIDENCE LOT 13 ANDREAS CANYON DRIVE (tea) CONSTRUCTION DETAILS L-2.00 Tract or Parcel Number: 25296 BIGHORN CONSTRUCTION SPECIFICATIONS L-2.01 Assessors Panel Number(APN): 652-160-059 PALM DESERT, CA IRRIGATION PLAN L-3.00 Project Location: Bighorn Development IRRIGATION DETAILS L-4.00 Landscape Architect/ Irrigation Designer/Contractor NE RGA Landscape Architects, 74020 Alessandro Dr., Ste. E, Palm Desert, Ca. IRRIGATION SPECIFICATIONS L-4.01 PLANTING AND LIGHTING PLAN L-5.00 Included in this Landscape Documentation Package are: PLANTING DETAILS L-6.00 X 1. Water Efficient Landscape Worksheet PLANTING AND LIGHTING SPECIFICATIONS L-6.01 WATER BUDGET CALCULATIONS MAINTENANCE/INSPECTION SCHEDULE AND X 2. Maximum Applied Water Allowance. (MAWA): WATER CALCULATIONS L 7.00 Conventional Landscape: 166.12 100 cubic feet per year - Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 166.12 100 cubic feet per year X 3. Estimated Total Water Use by Hydrozone: Very Low Plant Hydrozones: 0.00 100 cubic feet per year STANDARD SYMBOLS AND Low Plant Hydrozones: 26.00 100 cubic feet per year Moderate Plant Hydrozones: 117.7373 100 cubic feet per year High Plant Hydrozones: 2.97 100 cubic feet per year PREPARED FOR: ABBREVIATIONS Turf grass Hydrozones: 0.00 100 cubic feet per year Recreational Turf grass Hydrozones: 0.00 100 cubic feet per year HDR HEADERBOARD Annual Color 0.00 100 cubic feet per year ALIGN ALIGN ACCORDINGLY Water Features: 0.00 100 cubic feet per year W MARI E P 1 N I ZZOTTO AND CAROL AM M O N LIMIT OF WORK TYP. TYPICAL Estimated Total Water Use(ETWU): 146.70 100 cubic feet per year _ SHEET MATCHLINE PA PLANTING AREA P.O. BOX 4672 MOUNDING l NOT TO EXCEED 3:1 ) q CENTER LINE X 4. ETWU < MAWA lE PROPERTY LINE HIGH POINT OF MOUND l IN INCHES ) R RADIUS PLAN SETS WILMINGTON DE 19807 W O DN DOWN RISERS KEYNOTE, SEE MASTER LIST ON SHEET EQ EQUAL DETAIL NUMBER WS WATER SURFACE LEVEL X 5. Landscape Design Plan MIN MINIMUM SHEET NUMBER COL COLUMN X 6. Irrigation Design Plan HP HIGH POINT LU A EXPANSION JOINT LP LOW POINT 7. Grading Design Plan SCORE JOINT DIA DIAMETER POINT OF BEGINNING FOR DIMENSIONING; CONT NE NTIINTUOUS 8. Soil Management Report DIRECTION OF SLOPE. 196 MIN. ON HARDSCAPE SIM SIMILAR O.C. ON CENTER I agree to comply with the requirements of the water efficient landscape ordinance and submit a car:., ELEVATION DETAIL D.G. DECOMPOSED GRANITE complete Landscape Document Package. ; Date: 5/23/2012 Applicant: Tom Miller W f'EVf Sf ONS VICINITY MAP SPECIFICA'nON8 I CITY AND COMMITTEE COMMENTS 1.12.12 2 CVL1JD COMMENTS 1.11.12 �pW1532 3 COMMITTEE COMMENTS 1.24.12 LU SHEETS BOOK ❑ }C 4 CITY COMMENTS 124.13 a CONSULTANTS. --------------------_ANDIREs,S CANYON M Underground Service Alert > N Call: TOLL. FREE CVWD LANDSCAPE APPROVAL .. 8 1 1 These plans have been reviewed by the Coachella Valley Water District in W ce T accordance with California Governemnt Code, Section 65591 et seq. ■SITE �` P R requiring efficient landscape and irrigation design in cooperation with the -' • LOT 13 �r0 WORKQIG DAYS BEFORE YOU DIG local governing agency(City or County). 0 LTMC PIO.13 '075 T R t G"\ Approval of this drawing by CVWD staff does not constitute approval to z BIGHORN encroach into district and USSR Rights-of-Way. Trees, plans,walls,and APR 652-160-M permanent structures of any kind may not be planted or installed in CVWD s ay without first obtaining an ---------------------� � Township 5 soutr,, P ROJ. N O..■ R1211 and USBR easement or right-of-way encroachment permit from CVWD. t� C� Range 6 East, 1 section 3�, s.B.nn.OR DATE: 8/13/12 -7 2 % W W DatEy GEMENT DEPARTMENT ukf':...... t' i THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY RGA. INC. FOR ��++ F NORTH USE ON THIS PROJECT AND YAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE L399V3 �1-�2 EXPRESSED WRITEN CONSENT of RGA, INC. © iz CVWD Plan# D ELOPMENT VI;ES DEPARTMENT 11 = (soL) — \ r — (got) 0p4 (LOL) \ �plJ (80L) r�p0 (so") KEYNOTE �— (Olt) _ 01L) (90L) STONE PAVING OVER CONCRETE SLAB TO MATCH INTERIOR catL) csov INTERLOCKING CONCRETE PAVER.(TO BE SELECTED) LANDSCAPE ARCHITECTS, INC. csiL) (Lot) csov 3 SPA. SEE SHEET L2.00, DETAIL A 73061 EL PASEO, SUITE 210 (90U 4 POOL.SEE SHEET L2.01, DETAIL G PALM DESERT, CA 92260 cvt�� cst� r6pu csov 5 BBO. DESIGN BY ARCHITECT (760) 568-3624 ® STEPPING STONE. 2' THICK SAND SET FLAGSTONE TO BE FAX (760) 773-5615 rjtl csov SELECTED E-MAIL RGAGRGA-PD.COM r,IIJ 70 GATE. SEE SHEET L2.00, DETAIL B (bov 8 STUCCO FREE STANDING WALL SEE SHEET L2.00, DETAIL C ' r�jlJ 9 STONE VENEER FREE STANDING WALL SEE SHEET L2.00, DETAIL E - - - - _ w- _ _ 1 STUCCO RETAINING WALL. SEE SHEET L2.00, DETAIL F ,•, r ;+ A�aaL TURF , o o -< •, . r> TO FEMAN. RETAINING WALL SEE SHEET L2.00, DETAIL D Tr' 1 DRY STACKED STONE RETAINING WALL SEE SHEET L2.00, DETAIL *21 ' • •• �r' S/ . •. ,.• •, tit. .t. •�' .,• i. :i •• •••••• `:• , .. I PA: PLANTING AREA Z TREE NOTE: 1 ;' PA 1 ,.. ALL TREES TO BE SINGLE LEADER, LOW SD WITH E BRANCHING y . 4 , • TO REMAIN. PER ARIZONA NURSERY STANDAFDa . NOTE: Z W 1j TREES, PLANT, WALLS, SDEWALKS AND PERMANENT 8 OF ANY KIND •. _ 0 SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT • / cr. OR RKWT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD 03 Tw ..... .... .... .. r I „.. i •► - YID , :M1 •° ��Y / / • • ., '�• ••� - • LFRAN. • � j o PA04 I 1 — _ PA � A PA 1 W 6. + + , H + + + I U + + + + _ + + + + + W "r DG W + + + + + + f + + + + + + ' DG 1 '-4 I + + + + + + + + F SPECIFICATIONS + + + + + + + + + - + + + + + + + + SHEET BOOK ❑ N� + + + © + + + + + + + + + + + + + + e, JOB CAPTAIN: RP NS + + + + + + + + + + 1 DRAWN: EW i + + + + 1 - CHECKED: `�� + + + + + + + + +00t 6 PROD. NO: R1211 0 0 0 0 — . . + + ,k PA _ DATE: 5/23/12 C11�, 1 SCALE: 11-10'-01 NORTH + + REVISIONS: SCALE 1"— O' + + + a,3' GRAPHIC SCALE 2012.712 + + C�12)+ + 0 ro �/ 20' 10' V O Q i Q j DEPRE SAS N IDR EID R Z SHEET NO: \ CA NY ON L-1.00 . . COPING SLAB STONE TO 5E SELECTED LANDSCAPE ARCHITECTS, INC. �r 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 —_ 3'-0' (760) 568-3624 ,aSONRY oPeNIN FAX (760) 773 5615 1'-4' 11-41 E-MAIL: RCA•RCA-PD.COM 1 EXPANSION JOI —STONE COPING FRAME OUT OF 2x2 STEEL TUBE TYP — �_ STONE PAVE I, TO 5E SELECTED _ —= 'it ARTIFICIAL TURF - - Ix& T.<G. CEDAR TO 5E STAINED, TO 5E SELECTED _ _ -- - w 2 U WL u- J °' SPA _ EXTERIOR GRADE LOCK SET W/ LEVER _ _ — - Q w z a' ;� I'-1' HANDLE. MOUNT 42' A50VE GROUND. _ _ _ } N 1/2' DIA. STEEL PIN SELF CLOSING TILE TO MATCH PO 1 0 HINGES TO SECURE TO WALL W/ 5/8' DIA, LACE 5OLTS _ B5% COMPACTION co PLASTER FINISH— TO BESELECTEI iii W v LED SPA LIGHT tYP MITER ALL CORNERS t GRIND SMOOTH 17 STRUCTURAL ENGINEER'S CALCS. TO 77 5E PROVIDED 5Y POOL CONTRACTOR Q W 9'_ TILE TO 5E SELECTED 5Y OWNER z cf) O o FLAN V I EUJ SECTION I ON � � J U Q D ca a. W w SPA GATE SCALE: 1'-2'-0" F� _ B A SCALE: 1 2 O cf) Q z UPPER GRADE 6" 8' O STONE GAP MORTOR IN PLACE +3' MAX. � ;;�,'� B❑ULDERS - SEE PLAN FOR TYPE 04 BAR CONT. 4' - PERF. ABS DRAINTILE W/ GE❑TEXTILE SLEEVE - CON , i x 8' WIDE BLOCK - GROUT ALL CELLS 3000 PSI MIN. GROUT < EQ EQ SOLID WHERE REINFORCING OCCURS. LOWER GRADE 00 PEA GRAVEL o �' 04 BAR CONT. is MID HEIGHT ORCO STANDARD 6' TO 8'CMU SITE WALLS � 4 * 24 W O OP77AAW RAT CAP CD �i`�I '/'�"i ¢ • ' O.G. VERT. 8i7C,'NOUTERM,MR 77E2010®C � 2 OW 1 50 =� ` `;�� n- STONE VENEER TO MATCH ❑N SITE BIGH❑RN STONE V I 3. s -2DDDP5102BD,lS ,�,�,� �� W MORTAR IN PLACE AND TIE TO BLOCK 4.R LV PST DYG57t$:GRADE 1i0. (n 5.1A9B py MASQIRYCLM�IRE55lCXV STRBVGIH-IYO5Rr1. LLJ 6816,6616,OR 6618 CAW GROUTEDONL YOAERT ND7ER L-7 STEEL ,.COWt7fF/Fd000SFW.L CONFORM roAsraM CA7.W@BOIO( NOTE: THIS DETAIL IS DIAGR4MATIG BOULDER SIZE E HEIGHT 4' _ 0 gQ SUMP BLOCK A4osP�VACEAOCK EA�rARE OF WALL t0 5E DETERMINED IN FIELD DURINCs CONSTRUCTION o J I'DROP-MM 2.024CRE7E FOR MOMJGSI'MUBEI PART aNNTTO2-u2 ANY WALL EXCEEDING Y-0' IN HEIGHT A50VE LOWER v = PARTS SIAO TO3-112 PUTS GFAM WrTNA MVMW M OF 1.112 GAUQLLSDFwATl31PHLSACXFCAP7IAADC86Vr9NLLCONPoRM GRADE MUST HAVE STRUCTURAL CALC'S FROM A CIVIL OR S I #6S7D.AOBIr roTM ASc:SDT7VE17/VIY=250DPS STRUCTURAL ENGINEER. � 'Z' (U Rl7AIFORfEMENTOM'O/C 3.REBAvvkaW STEEL ShAlL BEDOCIPMDAM CONFORM70 2 (3 PLACES-4 PLACES FORT ASTM 4615 GRADE60.PRIOWDE 48 BAR DMA TER LAP. WR I 8 8'WiLLLS).bW*5STD. o TONS PoRSLUNBOIX A4•R�AR9WI BE(SViHDM7ECMGPEBLCXX CELL IN A 1T�LD�>m. yA NOTE:PROVIDE 04 OOIYB.a _J S DRFCNTROL"AOI `ATrf$RE7E MW774OCK LLBELAY rYOF7IMmMf'Bl7YVD v a SHEET■ BOOK ❑ 9DE OF CONTROL Y1DI7S P1T7HRN W1Dl VBRT7GIL LUN/DR/IlYOF7FEC1315 L.1Y0. ','. BIOS CIE WAU SAND 0 WALL % O ( HffGffGhANGES 6.ALL BLOCK CELLS CTINTATNIAG VERTICAL Rt$1R SW"BESOLID 7 L15E'7riE5 NOR TAR PRO"71ON®UMWAVNC270PART 2- «4 CONT. � GONG. FOOTING p X'DOW'EL O CENTER OF CPMBI?TO4,2 PARTL7ME7D4-112 PARTS DIM,LOCISFSW.. 2/_4r (_,) b ow. 2 B CARpI1rFORCVNCREIE19LOIXPfRASMC476 TOBEI PART JOB CAPTAIN: RP aM9VTro3PA MSIND(GRg1rMAYQWTAIN2PAR7S3W PEA GRAVEL IF MATHER CONDMONSARERAVORAB EAFD BLOCK UNCO-TRCACW aU SQE ISSUPFTC79Ir 70ALLOW000D GROUT R10K WA7ER9NLLBEADDEDTOP2010iW WWGVMrIWW DRAWN: EW _ AA TI�C&OC OF Off I ROCK RETAINING WALL E .�, SEE 9.BLODL GE MAYS RENCHE/w FOOTING, EfODT111G WF@E SCALE: 1' 2'-O' STONE VENEER WALL SCALE: 1 -2 O 7HEDDNOPF/FISMAS77G 17LE7IX5TBNMAYBEPr,1®ro � CHECKED: '+ EITh6R®IfFOF 71f 77RE7Np/TYPE FO07AY. III— 10.FOAOTDRG MLSTBEPOIMED ON OR wo DADLS/LRIw A6ATLAt4L SDB.OR ON COPFACTED FILL LARTHA 14Y AMN 1 MAX. CaV"1C71OI0FA79L 1:.RRS7DYSP1rTI0V roeEAFTER FD07BAG 7RBRI15ARE PROD. NO: R1211 REiA r AOR CONCRETE AND ALL REQUIRED STEELS TIED MPLACE C I RACE A BCSPH BLOCK LO C ro EE WHEN READY TO L/DRID IBRTIGIL ISM DATE: RACE AND THE LrDDIWALL f5 REiiDY ro OPOvr. q r47EDRz mNr. 12.MA�RAy O?'YTROLJOINT svaaNG:Orr L>Nc 20'O/CFOR r O O. WADSroEEAIOVAR WASHED ORSTLCC000AT®. 8 Z 6/28�12 O STONE CAP MORTOR IN PLACE sTD DAYL7GH! MIN FoonNG DEPM FM y TO DAYUGHT SLOPE T❑ DRAIN _ PLASTER CAP - SLOPE TO DRAIN SCALE: —8=_ L PROPER�, Wes" 1 �,0 2F�"�,v x STONE VENEER TO MATCH ON SITE BIGH❑RN STONE 2 IO1 2'r TP Q 2C CLR MORTAR IN PLACE AND TIE TO BLOCK REVISIONS: SEE 85 AND 100 KIND CNART5FOR 3701 r_rcm< # 4 @ TOP, MIDDLE & -BOTTOM REQUIRED REW AND FOOTING — — 8' CONIC. BLOCK ALL CLLS / /� # 4 @ T❑P, MIDDLE & BOTTOM DIMENSIONS. RRovEsslpNq ;o WATERPR❑❑FING FINISH NOTE.• �41 s. y9<�y .. / GROUTED S❑LID = 2012.7.12 Wes.TO BE o Z 7 //� INISH GRADE MEMBRANE FACE EXTERIOR AND ENDSAND ¢ /\\/\\i W # 4 V E R T. @ 24' D.C. PREcrsl°"°"I"'mr°R' � � � A -� //\//\ # 4 VERT. @ 24' D.C. 8' CONIC, BLOCK ALL CELLS C31925 2C' CLR CITY OF LA QUINTA -PA 17OW"`��m��1ON� Exp 12-31-2012 CONCRETE PAVER � PA o GROUTED SOLID Q -PAINT COLORS TO BE BY FMR;ARCHITECT. srC1VI�- a?1P W OF CA1-1 ! 10' CONC. BLOCK ALL CELLS / / r GROUTED S❑LID Q a zo 3/4" CEM. PLASTER FINISH _j '~ C❑L❑R AND TEXTURE TO MATCH HOL WATERPR❑❑FING 1/2' PEA GRAVEL BACKFILL \/\/\, MEMBRANE w 12"W x 16' DEPTH,a \\/\\/� 3 - #4 HORIZ. IN F❑❑TING CONC. FOOTING 2r Q 3 - #4 H❑RIZ. IN F❑❑TING j/ CONC. FOOTING ��//i.�/i. �i/>�i' SHEET NO: 2,-2r RET WALL DETAIL STUCCO RET WALL L- 2.0 0 C _ _ SCALE: 1 2 O SCALE: 1 2 O GARDEN WALL SCALE 1 2 O RETAININGRETAINING WALL WALL LANDSCAPE ARCFIITECTS, INC. 73061 EL PASEO, SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL. RGA•RGA-PD.COM COPIWs ELEVATION 40' W " U WS -6' ELEVATION-3 1/2' WS -61 W WS -6' ELEVATION -3 1/2' Q ELEVATION -5' Q E— w � W � w cl) > F __1 F- \ r Q o z W p wj POOL LIGHTS (TY I � Q />1 .4 �,+ — w U FIoc \> cf) ></ 11-41 < L z POOL LIGHT BY 0 (j) ZODIAC(800-822-7933) U 111 FL AN V I E UJ &C A L E : 1 /2 " = 1 ' - O " � e t � v wPLvwwSm Large � whit Light 2 , MW 88, 100 Ft. _ cc co SPECIFICATIONS SEE PLAN FOR MATERIAL ARTIFICIAL TURF 0' SHEET M BOOK ❑ WATERLINE TILE TO 5E SELECTED 5YOWNER STONE STAIR TREADS TO 5E SELECTE f— EXPANSION JOINT 1'_4- F7 STONE PAVER JOB CAPTAIN: RP WL CHECKED: POOL LIGHTS (TY C4 PROJ. NO: R1211 DATES 6/28/12 -� SCALE: 1 -10,_0. —_ = _ _ ° ° ° °d — --- GsUNITE BASE STRUCTURAL REVISIONS ° ° °° _ CALCS. BY POOL CONTRACTOR — 5�o 2012.7.12 9 COMPACTION Q PLASTER FINISH TO 5E SELECTED STRUCTURAL ENGINEER'S CALCS. TO BE PROVIDED 5Y POOL CONTRACTOR \ ITILE TO 5E SELECTED 5Y OWNER 5 E C It I O �l S C A L E : 1 /2 " = 1 � - O n SHEET NO: L- 2.01 G *_ POOL SCALE: 1 2 _0 SCOPE OF CONCRETE FLATWORK WATERPROOFING 1. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 1. ALL BELOW GRADE PORTIONS OF RETAINING WALLS AND POOL BOND BEAMS MUST BE WATERPROOFED. 2. LICENSE: THE CONCRETE CONTRACTOR SHALL BE A C-8 CALIFORNIA LICENSED CONCRETE CONTRACTOR. 2. WATER PROOFING SHALL BE AN ELASTOMERTIC LIQUID POLYMER MATERIAL, 2 COATS,AS MANUFACTURED BY THOROSEAL OR EQUAL. 3. FINSH: CONCRETE COLORS AS SPECIFIED ON THE CONSTRUCTION PLAN SHALL BE OF THE INTEGRAL TYPE, UNLESS STATED OTHERWISE WHERE FINISH OR COLOR IS INDICATED AS BEING"BY OWNER", OWNER SHALL SELECT THIS ITEM. 3.ALL SITE CONCRETE,PAVERS AND TILE MUST BE SEALED WITH '51 V-PENETRATING SEALER BY MIRACLE OR EQUAL. INC.4. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF THREE AND ONE-HALF INCHES(3-1/2") 73061 EL PASEO, SUITE LANDSCAPE ARCHITECTS, IN THICK. NOSE ALL EDGES UNLESS INDICATED OTHERWISE ON THE DETAILS. POOLS, SPAS AND WATER FEATURES 20 PALM DESERT, CA 92260 5. COMPRESSIVE STRENGTH OF CONCRETE: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 ALL POOLS,SPAS, FOUNTAINS, LAKES, STREAMS, ETC. SHALL BE CONTRUCTED AS"DESIGN-BUILD" ELEMENTS. THESE (760) MS-3624 PSI AT TWENTY-EIGHT(28) DAYS, UNLESS NOTED TO BE OF HIGHER STRENGTH. CONCRETE IN SOILS WITH A HIGH ALKALAI PLANS ONLY INDICATE THE SHAPE, DIMENSIONS AND DESIGN INTENT OF THE WATERFEATURE. CONTRACTOR MUST FAX (760) 773-5615 CONTENT SHALL BE 4,000 PSI, 5-1/2"SACK;TYPE II P.C. IT IS THE RESPONSIBILITY OF THE CONCRETE CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING A STRUCTURAL AND HYDRAULIC DESIGN TO THE LANDSCAPE ARCHITECT AND TEST THE SOIL FOR HIGH ALKLINITY PRIOR TO BIDDING THIS PROJECT. E-MAIL' RGA•RGA-PD.COM OWNER FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL 6. COLD JOINTS: CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S WALKS, DRIVEWAYS, CALCULATIONS(IF ANY ARE NEEDED)AND SUBMITTALS TO THE HEALTH AND BUILDING DEPARTMENTS. CONCRETE DECKS AND PADS, TOPS OF CURBS, ETC., FLUSH. STEEL FENCING AND GATES 7. SLOPE TO DRAIN:ALL CONCRETE FLATWORK SHALL SLOPE TO DRAIN AWAY FROM STRUCTURES, POOLS AND OTHER WATER FEATURES AT A MINUM OF 1%; HOWEVER, GRADING AND DRAINAGE DESIGN ARE NOT INCLUDED IN THESE STEEL FENCING AND GATES SHALL BE FABRICATED BY A CALIFORNIA C-8 LICENSED CONTRACTACTOR. CONTRACTOR DOCUMENTS. CONSULT WITH CIVIL ENGINEER TO DETERMINE PROPER DRAINAGE. SHALL SUBMIT SHOP DRAWINGS TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. ALL STEEL FENCING SHALL BE HOT-DIP GALVANIZED,AND SHOP PRIMED. 8. SAMPLES: SAMPLES OF ALL CONCRETE FINISHES AS NOTED ON THESE PLANS SHALL BE EVALUATED BY THE OWNER Z W (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT AT THE SITE PRIOR TO POURING FLATWORK. ANY MATERIAL CALLED OUT AS"WROUGHT IRON"ON THE PLANS SHALL BE HOT-DIPPED GALVANIZED STEEL. O 9. CONCRETE DIMENSIONS: ALL DIMENSIONS ON CONCRETE FLATWORK MAY BE ADJUSTED TO CONFORM TO FIELD PAINT ALL STEEL WITH 2 COATS OF INDUSTRIAL QUALITY ENAMEL, AS MANUFACTURED BY DUNN EDWARDS. BRICK/BLOCK MODULES IF APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT. z CARPENTRY WORK 10. EXPANSION JOINTS: 3/4"FELT EXPANSION JOINTS SHALL OCCUR WHERE FLAT WORK DIRECTLY ABUTTS ANY VERTICAL ELEMENTS, SUCH AS A BUILDING WALL, COLUMN, BUILDING FOUNDATION OR RAISED PLANTER. 1. WORKMANSHIP: PERFORM ALL WORK IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE SCOPE OF MASONRY WORK TRADE AND CAREFULLY PLAN AND LAY OUT THE WORK AS REQUIRED. PROPERLY ACCOMMODATE THE WORK OF OTHER Q TRADES. ACCURATELY SAWCUT AND FIT LUMBER INTO THE RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, U AS INDICATED OR REQUIRED, AND PERMANENTLY SECURE IN PROPER POSITION WITH SPIKES, NAILS, LAG SCREWS, 1. NOTES AND DETAILS ON DRAWING SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. BOLTS, HANGERS OR OTHER FASTENINGS, AS NEEDED FOR PROPER CONNECTIONS, SO THAT THE STRUCTURE IS u� SUBSTANTIAL AND RIGID IN ALL PARTS AND CONNECTIONS. � 2. LICENSE: THE MASONRY CONTRACTOR SHALL BE A C-29 CALIFORNIA LICENSED MASONRY CONTRACTOR. w STRUCTURAL ENGINEER'S DETAILS AND HARDWARE, IF ANY, WILL TAKE PRECEDENCE OVER THESE PLANS AND DETAILS. U W 3. TESTING: ALL CEMENT,AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE OWNER UPON REQUEST. 2. CONNECTIONS: MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. PLACE FASTENERS W WITHOUT SPLITTING WOOD; PRE DRILL WHEN REQUIRED. DRILL BOLT HOLES SAME SIZE AS THREAD ROOT DIAMETER, Q 4. SPECIFICATIONS TESTING: SEE STRUCTURAL ENGINEERING CALCULATION TESTS AND/OR INSPECTION REQUIREMENTS. AND COUNTERBORE, SAME DEPTH AND DIAMETER AS SHANK. TURN LAG SCREWS INTO PLACE, DO NOT DRIVE. PROVIDE BOLTS AND LAG SCREWS WITH WASHERS UNDER EVERY HEAD AND NUT BEARING ON WOOD. TIGHTEN BOLTS AND LAG 5. FIELD TESTING: CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL FIELD WELDING, SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO CLOSING IN OR AT COMPLETION OF PROJECT. POURING OF CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH GREATHER THAN 2500 PSI AND CAISSONS. MASONRY J SHALL HAVE CONTINUOUS INSPECTION WHERE CALLED FOR ON DRAWINGS. 3.ALL EXPOSED HARDWARE SHALL BE PAINTED WITH 2 COATS OF INDUSTRIAL QUALITY ENAMEL TO MATCH CARPENTRY, Z UNLESS PRE-FINISHED. 6. FOOTINGS O a. 4.ALL NAILS, CONNECTORS OR OTHER HARDWARE SHALL BE GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE A. FOOTINGS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS, OR AS DETAILED BY THE STRUCTURAL NOTED. ALL CONNECTION HARDWARE SHALL BE BY SIMPSON, OR EQUAL. a: ENGINEER (STRUCTURAL ENGINEER'S SPEC'S AND DETAILS TAKE PRECEDENCE OVER THE DETAILS IN THESES PLANS.) PROVIDE A MINIMUM OF 2,500 PSI CONCRETE OVER 90%COMPACTED SUBGRADE. 5. PAINTING:ALL WOOD SHALL BE PAINTED OR STAINED. PAINT AND STAIN SHALL BE BY DUNN EDWARDS, AND SMALL CONFORM TO THEIR REQUIREMENTS FOR EXTERIOR PAINT OR STAIN SYSTEMS. ALL COLORS SHALL BE AS NOTED ON THE B. SOIL COMPACTION: ALL IMPRPERLY COMPACTED FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE EXCAVATED AND PLANS, OR AS SELECTED BY OWNER. 0 co REPLACED WITH PROPERLY COMPACTED FILL. n w HARDSCAPE C. EVALUATIONS: ALL EXCAVATIONS ARE TO BE EVALUATED AND APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO FIELD EVALUATION SCHEDULE THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. (IF REQUESTED BY OWNER) D. SOILS REPORT: IF A SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT,ALL EXCAVATION, GRADING 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND co COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE STRUCTURAL SOILS REPORT.THE STRUCTURAL SOILS REPORT IS HERBY MADE A PART OF THESE DRAWINGS AND THE RECOMMEDATIONS CONTAINED COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTACTOR SHALL NOTIFY THE OWNER(JOB THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT(48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, Z co OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. WITH ANY REQUIRED CHANGE OR MODICIATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) E. ROCK AND SAND SPECIFICATIONS: AGGREGATES FOR CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT(48) O TO ASTM C33. HOURS IN ADVANCE. F. REBAR: LAP ALL BARS IN CONCRETE A MINIMUM OF 48 BAR DIAMETERS(2-0 MINMUM)AT ALL SPLICES AND LAP ALL 2. CONTRACTOR ORIENTATION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND BARS IN MASONRY A MINIMUM OF 40 BAR DIAMS. (2'-0"MINMUM)AT ALL SPLICES. SPLICES OF HORIZONTAL REBARS IN SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT CONSTRUCTION WALLS AND FOOTINGS SHALL BE STAGGERED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, CONTRACTOR SHALL THROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. G. DOWELS: DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP 3. CONSTRUCTION STAKING AND LAYOUT OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL WITH THE WALL REBAR AS NOTED ABOVE. HARDSCAPE ELEMENTS(AS INDICATED ON THESE PLANS), FLOW LINES AND FINISH GRADES HAVE BEEN LOCATED IN THE V H. HORIZONTAL STEEL LOCATION IN FOOTINGS: FIELD, BUT PRIOR TO FORMING OR EXCAVATION. W SLAB ON GRADE: CENTER OF SLAB 4. ROUGH CONSTRUCTION PROGRESS OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL FORMING, W CONCRETE BELOW GRADE, FORMED. 2 FROM BOTTOMcc CONCRETE BELOW GRADE, UNFORMED(POURED EXCAVATION AND REINFORCING STEEL WORK HAS BEEN COMPLETE, BUT PRIOR TO PLACEMENT OF ANY CONCRETE. (f) AGAINST EARTH): 3"FROM BOTTOM 5. PROGRESS EVALUATIONS: THE LANDSCAPE ARCHITECT SHALL PERFORM PERIODIC EVALUATIONS DURING 1. SECURE INSERTS: ANCHOR BOLTS, DOWELS, INSERTS, ETC, SHALL BE SECURELY TIED IN PLACE PRIOR TO THE CONSTRUCTION OPERATIONS TO HELP ENSURE CONFORMANCE TO PLANS AND SPECIFICATTONS. (AS AUTHORIZED BY POURING OF ANY CONCRETE OR GROUT. ALL INSERTS AND BASES SHALL BE BY SIMPSON, OR EQUAL. OWNER) SPECIFICATIONS J.WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN SHEET BOOK ElELECTRODES. 6. FINAL EVALUATION/PROJECT PUNCH LIST: THIS EVALUATION VISIT WILL BE PERFORMED TO REVIEW THE CONTRACTED K. CEMENT: PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR II, LOW ALKALI. WORK INDICATED ON THESE PLANS PRIOR TO FINAL PAYMENT TO THE CONTRACTOR. JOB CAPTAINS RP 7. CONCRETE BLOCK: ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N. DRAWN: EW 8. GROUTING: ALL MASONRY SHALL BE REINFORCED, GROUTED MASONRY. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL CHECKED: HAVE A MINIMUM GROUT COVERAGE OF 3/4". 9. MORTAR: MORTAR SHALL BE TYPE"S"MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO%TO%PARTS PROJ. NO: R1211 LIME PUTTY TO 2-1/4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 10.GROUT: GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL BE MIXED IN DATE 6/28/12 PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1 PART LIME PUTTY TO 2 TO 3 PARTS SAND,TO A MAXIMUM OF 2 PARTS SCALE: 1'-10'-0' GRAVEL. 11.EXCAVATION AND BACKFILL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO A REVISIONS: POINT NOT EXCEEDING 2"FROM THE TOP OF THE WALL. CONTRACTOR SHALL ALSO CREATE FINISH GRADING FOR RUNOFF SWAIL BEHIND ALL WALLS,WATERPROOF ALL WALLS BELOW GRADE,AND PERFORM ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. NON-EXPANSIVE FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL 2012.7.12 RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. 12.CEMENT PLASTER: ABOVE GRADE PORTIONS OF PRECISION BLOCK WALLS AND PILASTERS INDICATED ON THE PLANS Q SHALL RECEIVE A CEMENT PLASTER BROWN COAT(3/4"THICK)APPLIED AS NOTED. PORTLAND CEMENT- 1 PART HYDRATED LIME-%PART Q SAND 16/20-4 PARTS ANTI-SHRINKAGE AGENT-3 OZ. BY WEIGHT PER SACK OF CEMENT Q FOLLOWING WITH 1/8"THICK COLOR COAT. Q PORTLAND CEMENT STUCCO-MIX WITH WATER PER MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR STUCCO APPLIED TO WALLS. SHEET NO: 13.CEMENT PLASTER FINISH TEXTURE SHALL BE AS NOTED ON THE PLANS. IF NO TEXURE IS NOTED, IT SHALL BE AS SELECTED BY THE OWNER. 14.CEMENT PLASTER COLOR: SEE PLAN FOR COLOR,THE CONTRACTOR SHALL APPLY A 4'X 4'SAMPLE AREA OF FINISH COAT FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF FINISH WORK. 15.WATER SEALER: APPLY NON-YELLOWING PENETRATING SEALER TO ALL PLASTER SURFACES. SEALER TO BE MIRACLE L- 2.02 511, OR EQUAL. 16.BRICK: ALL BRICK SHALL BE AS NOTED ON HARDSCAPE PLAN.ALL BRICK SHALL BE SEALED WITH A MATTE FINISH PENETRATING SEALER, SUCH AS MIRACLE 511, OR EQUAL. 2tU ` oL) \ (LOL) (SOL) (90Z) (6plJ (L 0Z) rprl> (80L) rr THE LANDSCAPE ARCHITECTS, INC. BE FROM Tim 73061 EL PASEO, SUITE 210 Tr�►CTORJ o T� c6oL) PALM DESERT, CA 92260 �► tnnTH a�a.� _ R'F�OR To � FAX�60�365615 - - - - --- --T.. -_-- - - - - - - r r - _77, o - E=TM W E-MAIL. RGAaRGA-PD.COM TO ..`. •••r: •• '►ti• •'.� — ,.,S.y : ., s. »� ..fit. " �,• •` •,.`, .',.. ,,• •• •+ ••,, •Y Poa- Ad- �\. .S' .'• '� ,�• ••s.. ,:� •S• a.,.y ..t' •V' •y • .tom .` \• •,- ,j .L '+.,•, f. UP 4 UP 4 w VALVES BE �� •:: 5,��, -�%F : ,.�.:'.,,, Q �f TREE NOTE OUT OF PU - 9� �� o\ �( /' �.�. /, +`••r •, •,•' ;• yy •mot• �,• •L ALL TREES TO BE SINGLE LEADER, LOW WITH SIDE i TO REMAIN. PER MUONA NURSERY STANDARDS. A7 �i ' ~.� •� NOTES U. TREES, PLANT, WALLS, SIDEWALKS AM PERMANENT STRUCTURES OF ANY KIND A6 / ' / f CL SHALL NOT BE PLANTED, INSTALLED OR BUILT N CVWD AND USER EASEMENT OR RK*IT-OFWAY WR'HOIJT FIRST OBTAI�MNG AN ENCROAC�NT FROM CVWD. r %� . A5 � : - a W W IRRIGATION SCHEDULE t. Cr. SYMBOL MAN UFACTUR.ER/MODEUDESCR.1PTION P51 GPM RADIUS DETAIL REMARKS ` :r `. :" "� _ NEW 8Ff1 88 AnpTREE � •, _ ''• ' OLMS M TI-E PROPERTY TO ® 1402 Rain Bird 1800-1402 Flood 30 .5 0 F :.:. �:. ' �'� t BE�CIAATED FROM THE Flood Bubbler on fixed riser 9� ;'.�:: ` : �' EMSTNG COMMON AREA / i }' ,"• .•t SHRUB AND TREE IFTR1OATIOk Not Shown Rain Bird Xerr-Bug Emitters 20 1-2 GPH 0 J \ r •' r 3t- For Clarity Use XB-I OPC-1032 Emitters on plants that are Low and Low/Moderate water use. J � � , Use XB-20PC-1032 Emitters on plants that are Moderate to High water use. \ • • :,' '' A$ r See planting legend for Plant Water use requirements. '• ' '• ":: :' �• _ � ;; �� ' Area to Receive Dripline ® Rain Bird XF5-OG-1 2 (1 2) 20 O.G GPH 0 G XF5 Sub-Surface Pressure Compensating Landscape Dri�pline j A9 w/Copper Shield Technology. O.GGPH emitters at 1 2.0 O.C. Dripline, laterals spaced at 1 2.0" apart, with emitters 1" 1 offset for trian ular pattern. UV Resistant. ..; 0 9 p ;. Ram Bird XCZ-100-B-COM K I-� I ,� W Drip Control Kit, I" PEB5 valve, I" Basket Filter, and 40p51 - Pressure Regulator, I" Ball Valve. - CONTROLLER U e Rain Bird XCZ-LF- 100-PRF K ILI Low Flow Drip Control Kit, I" Low Flow Valve, 3/4" Pressure A4 W Regulating RBY Filter, and 30p5i Pressure Regulator. 1" 3.9 —.== _ �_._..__ - - IL (� Toro FCH-H-FIPT L 44• Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs. A3 3t• U. i� Rain Bird PEB-PR5-D C 1" 3.0 I SPECIFICATIONS Electric Remote Control Valve with Pressure Regulator. A2 _ ._ _ SHEET M BOOK ❑ ® Champion 1-401 If Brass Wheel handle, Inverted Nose Hose Bib, 3/4" male to 1° 10.0 3/4" female pipe. Al t , 44• JOB CAPTAIN: RP Nibco T-FP-Goo D DRAWN LT Class 125 bronze full ported ball valve, same size as pipe diameter. 1" 4.9 A Rain Bird E5PLXM with Rain Bird ET Manager B CHECKED: 3t• Rain Bird E5P-LX Modular Series Modular controller up to VALVES TO L D — ——— _ 32 stations maximum with ESPLXMSM4- 4 station and ® OUT BLIC M , --— -— 44- _ q, PROD. NO: R1211 E5PLXM5M8- 8 station modules. Install the proper number ——— —— 1 • Of modules to accommodate the number of stations in the \ 44• (11 DATE 6/2$/12 scope of work. Install Rain Bird ET Manager into controller per (� manufacturers specifications. Install Rain Bird #R5D-BEX Rain Sensor. Install \ f — SCALE: 11-10'-01 per detail on sheet L-4.00/B HOUSE BF) Febco 825Y I" tt4' SERVICE REVISIONS Reduced Pressure Backflow Preventer. Contractor to install A 44. LINE near house and screen from view of street with plant material. 3/4" Water Meter to be installed by CVWD. R MY / 1 2012.7.12 12413 Irrigation Lateral Liner PVC SCH 40 (SEE PLAN FOR PIPE SIZING) O _ �_ NEW IRRIGATION MAINLINE Irrigation Mainline: Pipe up to 1-I/2" to be PVC SCH 40, O *PROTECT EXISTING COMMON Pipe 2" and larger to be PVC Class 315. ` j 'ggEO CURB AREA IRRIGATION MAINLINE oEPRE iN-PLACE. REPAIR ALL DAMAGE ________=Pipe Sleeve: PVC Schedule 40 O N R Ep R Z �/ THAT MAY OCCUR DUE TO Q Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x M A Q N CONSTRUCTION/DEMOLITION. Q Dia. of irrigation pipe to allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 C inches beyond edges of paving or construction. a' WATER METER TO BE INSTALLED Q BY CVWD. CVWD LANDSCAPE APPROVAL Valve Callout EXISTING SERVICE LINE PER CVWD These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code,Section 65591 et seq. SHEET NO: Valve Number .14 p,T E R requiring efficient landscape and irrigation design in cooperation with the #" # Valve Flow local governing agency(City or County). Q Valve Size , ����. • . /S�-R t C Approval of this drawing by CVWD staff da not constitute approval to GENERAL INSTALLATION NOTES SEE L-4.00 NORTH encroach into district and USER Rights-of4ay. Trees,plans,walls,and permanent structures of any kind may not be planted or installed in CVWD SCALE: 1":10� and USt3R easements or right-of-way without first obtaining an L-3.00 encroachment permit from CVWD. GRAPHIC SCALE .. 20 l� Dat WATER MANAGEMENT DEPARTMENT L39964 , 30' 20' 10' S O CVWD Plan# /DEVELOPMENT. VIC`ES DEPARTMENT j RAINBID RAN SENSOR TO WF✓®TO CLOCK MOUNT N AREA WHERE APPLE ENG.(OR EOUAL)Irxl8'PLASTIC BOX APPLIED ENG(OR EQUAL)ROUND PLASM BRASS NIPPLE(TYPJ PRESSURE GAUGE TAP SENSOR WILL BE EXPOSED TO ELEMENTS.DO NOT PLACE UDDER EAVES, +COVER W/LOCK TOP MARKED IRRIGATION BOX+COVER.COLOR TO MATCH 4 PLACES ELL(0-200 PSO TREE CANOPIES OR ANY OTHER TYPE OF OVERHANG THAT WILL CONTROL VALVE COLOR TO MATCH SURROLWINQ SURROUNDING SOL_RAN N D.G.AND 2 PLACES HINDER PROPER OPERATION.SE:MANUFACTURER SPECFRCATIONS FOR BOX TO BE PLACED SOL USE LAVENDER BOX FOR RECLAIMED WATER ( N LAWN)USE LAVENDER BOX GATE VALVE (PLASTIC FACE) AT RK)HT ANGLES APPLICATION FOR RECLAIMED WATER APPLICATION. REDUCED PRESSURE MOUNTING CONSTRANTS/RECIUFIErENTB, TO HARDSCAPE EDGE BACKPLOW PREVENTER ELBOW 03FRASS) d COVER MARKED:IRRIGATION APPLE B/LOCK TOP MARKEX1WD PLASTIC BOX VALVE SEQUENCE TO BE PANT®ON +COVER W/LOCK TOP MARK®IRRIGATION z, GATE VALVE Q BRASS NIPPLE EACH BOX �� CONTROL VALVE COLOR TO MATCH SURROLMM X X X X X SOL USE LAVENDER BOX FOR RECLAIMED WATER TEST COCK4 UNION �� J ae$ •• PEE SUPPLY CONNECT wFEs BY SOLDERING TOGETHER+ X X X X i iX X X FINISH GRADE APPLIOATKO� LANDSCAPE ARCHITECTS INC. LIE—DISCHARGESTRAINER 1�40 ov •�p���� ��p� .,1,■ ��/y�� r r r X X X X X X ME .j WATEIPROOFNQ.USE AN VL APPROVED :i•r a r a r �GRADE .. UNDERGROUND WIRE BPLKO=KIT ..: ::.... : :: X X X X X X x LAWN AREAS ( > > > 73061 EL PASEO SUITE 210 ..r N a a r CURL TYPE EXPAN- X X X X X X X X PALM DESERT, CA 92260 ■a r a r a •r.......... SCH. GOON■r rrrr 760 56 MALE ADAPTOR ••• r. SKON L00 � �rA ( ) 8-3624 1 e m � FINISH GRADE NON PRESSURE LINEE-MAIL:AX (760) 773_5615 BRASS E.Bow LAB AREAS FITTNON HANDLE � E RGA*RGA PD.COM HYBRID OONTROLLER PVC LINE PIPE N y RELI17 PORT FINISH GRADE '•M SOLENOID INVEITED NOSE FINISH GRADE SHRUB AREAS O •,_y • �' GARDEN VALVE . . • • PRESSURE SUPPLY r . - y••: +•.., .: FLOW ADJUSTMENT .: .f:•, BRASS ELBOW FLOW r PVC SCH 4o CONDUIT t'���•`p • '; LINE(SEE SPEC) �:1P PEA GRAVEL M�: •_ • 4'THREADED NIPPLEAND F9TTNGS PEA OAK 3 CU.FTJ PVC SCHEDULE 80 RISER 1 GRAVEL PVC SCH.40 MALE • ,. OA N.2 CU.Fr) PRESSURE SUPPLY PRESSURE SUPPLY LINE FITTING PVC SCHEDULE 40 STREET •' � ELL PVC ... LINE INTAKE $ (SM SPECIFICATION) STREET.,: •• BALL VALVE STREET ELL PVC LINE PPE MINLBCH 80 :.•t' •''ti STREET ELL NOTE COMMON WIRE •t, USE T.OE NIPPLE C�ADED OUTLET) 12' THREADED NIPPLE t EQUPME Nr TO BE INSTALLED AT A MNM N OF 12'FROM WALLS, Cam'WIRE W 1311ADN09,ETC. NOTE= �' 's•[•=j.: . ' »r% 2 ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE OWI)COAT INSTALL CONTROL VALVES MINIMUM OF 3FT.APART ••• t` •�•�,—;:i'•", PVC SCHEDULE 40 TEE OR ELL EPDXY PRIMER AND ONEM COAT EPDXY PANT AS SELECTED BY WINES TO REMOTE CONTROL N SHRUB AREAS UNLESS OTHERWISE NOTE. ARCHITECT. DO NOT PANT LEVERS,TAGS,AND MOVING PARTS. VALVES. LOCAL FOR Y CLASS 200 PVC LATERAL PIPNG I WHEN UNIT E NEXT TO BUILDING,WALL,ETC,TEST COCKS ARE TO BE ON OUTSIDE 110 VOLT W A BACKFLOW PREVENTOR FOR IRRIGATION usrz oNLY C CONTROLLER/RAIN SENSOR C AUTOMATIC VALVE D BALL VALVE E HOSE BIB F TREE BUBBLER B AUTOMATIC - Q Q 12 11 2 4 5 12 11 2 4 5 O——— PVC EXHAUST HEADER INSTALLATION NOTES I OPVC SCH 40 TEE OR EL (TYPICAL) W L — I J \ L_ _ J ( 10 t Or-PIPING WILL BEDE78'N�AT T OF NBTALLATiOPLT INSET A I INSET A O3 FLUSH POINT (TYPICAL) MAR&M Arc LATERALS SHALL BE PLAN INSAM TF934CH WHM Q \\ I I 6 "XFS FLUSH POINT WITH BALL VALVE" ,POSSIBLE EOunAENT NDSHAL ���A°E,M,�AS, 7 I O BARB X MALE FITTING: \ g RAIN BIRD XFD—MA FITTING (TYPICAL) 2 N OUIRIE ALL EOJ T SPE AS SHOWN N DETAL.S ALL SHALL BE ecr 2"-4**" I \\ I ( PERIMETER OF AREA THEe,r' °` GATM�,o CFEDa T'�°Fti°"NN°eHAL' PROVIDED z AR I O BARB X BARB INSERT TEE OR CROSS: 3 ALL E A ENT SHALL r nor�Aw IN�ATa re � \ W \ I RAIN BIRD XFD—TEE S q, BACKFLOW PROTECTION Urlr(e)SHALL BE INSTALL®N ACCORDANCE 1 I RAIN BIRD XFD—CROSS (TYPICAL) WITH LOCH_CODES< 10 \ O PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" W 8 \ I I FROM PERIMETER OF AREA 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER I \ \ I O SUB—SURFACE DRIPLINE: WCFVUANBHP DILIF'I'IG P48Ti4LLATKX \ 13 \ I RAIN BIRD XF SERIES DRIPLINE (TYPICAL) g ALL MAN,.NE PPNCi SHALL HAVE A MNNAUM of t8•oovEl(24• Q � J \ \ I POTABLE: XFS DRIPLINE urcER ROADS Arc STREETS,AND 24 RF RIBBER M40 FlEALM \ \ I 09 Y2" POLYETHYLENE BLANK TUBING: PPE).ALL LATERAL PPN0 SHALL BE'TF13ICF®A MNNAIAA OF- RAIN BIRD XF SERIES BLANK TUBING � ALL�� ��°�A�S L BE � LATERAL. I \\ 10 AIR RELIEF VALVE: GONG UNDER DRIVEWAYS AND STREETS SHALL BE SCHIEDIJLE 40 PVC ca \ I RAIN BIRD AR VALVE KIT — \ 1 1 PVC SUPPLY MANIFOLD 7. ALL VALVE CONTROL WIRE SHALL BE NBTALL®N SAME TRE40H W AWO TIME OF DUCT BURIAL WHEREEVER E AM SHALL BE wAE. E OR COS AR \\ I 2»-4" 12 PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE SCOTCH-LOG w�RE CONNECTORS. KIT (SIZED TO MEET LATERAL FLOW DEMAND) ■ 9 I \ I 13 TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT g. ALL TRENCH ,SOLVE SOIL SHALL BE OLNTA FRB:OF ROCKS \ ( 7 TTaASI•R,GLASS,SOLVENT AND cE✓srr COrlTAN9R8 AND RAGA \ EXCEED LENGTH SHCWN IN TABLE CONTRACTOR SHALL OOMPACT ALL TRBVCHM TO A DENSITY EOUAL TO 6 I i \ i 14 PVC SCH 40 RISER PIPE T� ABA RT e� raa BRINGING sCK To� 10 i FP I \ FP I 9 CONTRACfTOR SHALL FLUSH ALL WE LW=S PRIOR TO NBTALLMSPRIVAG-JER HEADS. rn 1 3 3 1 10. CONTRACTOR STr HALL INSTALL VALVE BOXES AT GRADE OVER ALL . ELEC rc VALVES AND INSTALL ANTE GRAN VALVES AS NECESSARY TO PREVE IN NT LOW HEAD DRAINAGE ER E 08M OR DAMAG NOTES: t, 120 VOLT POWER FOR CONTRO.LE tS)8 TO BE PROVIDED BY OTHERS W ----- ------------- CH A SEPARATE CIRCUIT BREAKER.fF40AIlON CONTRACTOR SHALL 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON ---- BE RESPONSIBLE FOR MAKNo CON ECTIONB TO CONTROLLER. SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XFS ---- -----= CONTROu�R FNAL LOCATION SHALL BE DE•rs�®BY OYMOTS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. XFS Dripline Maximum Lateral Lengths (Feet) AUTHORIZED REPRESENTATNE � 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM 4-6" 12" Spacing 18" Spacing 24" Spacing RGA LANDS ,RE ARCHITECTS,NG•SHALL.APPROVE ALL NFen W W LENGTH SHOWN IN THE ACCOMPANYING TABLE. Inlet Pressure Nominal Flow GPH Nominal Flow GPH Nominal Flow GPH DESM CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES W 7 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA. RIP MANIFOLD ( ) ( ) ( ) O GUARANTEE HALL A88UM ER FULL ESIPC oR THE f�IOATK�I U R IAL D EPT psi 0.6 0.9 0.6 0.9 0.6 0.9 CONTRACTOR SHALL ASSt FULL RESPorreeuTY. 2 Cc 11 2 12 12 15 255 194 357 273 448 343 13 RGA LANDSCAPE ARCHITECTS,INC.SHALL NOT BE REWONSELE FOR W 20 291 220 408 313 514 394 IrPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT Fou"owN° N PP 14 PLAN SMM OR NADEOUATE STATIC PRESSURE NFRBL OR D 30 350 266 494 378 622 478 DEGM C 4ANQM WITHOUT APPROVAL. 2 40 396 302 560 1 428 705 541 14. ROA LANDSCAPE ARC ITIWTS,INC 8 NOT RESPONSIBLE FOR SPECIFICATIONS ERRORS N INSTALLATION IF THEY HAVE NOT BEEN RETAINED FOR INSET 50 434 333 614 1 470 775 594 APALM TREE DEEP WATERING TUBE DETAIL DELETED FROM PLAN NSTALL ON � 1ON•ATI ° NA7 LANDSCAPE CONTRACTOR SHALL Ra$R TO SPECFICATIONS FOR SHEETM BOOK ❑ G DRIP TUBING DIIETAAA STANDARDS OF MA119911ALS AM VVOF#0"' . JOB CAPTAIN: RP APPLIED ENG.(OR EOUALr2'X18' PLASTIC BOX Sleeving Trenching DRAWN: LT ' + COVER W/ LOCK TOP MARKED IRRIGATION S ' .......... ...... .......... ........ CONTROL VALVE. COLOR TO MATCH SURROUNDING ....... ... :.::.... KEYNOTES •'••• ' "" " CHECKED- Y—FILTER •:.•:::: ... ....... 1 SOIL USE LAVENDER BOX FOR RECLAIMED WATER VALVE SEOUENCE TO BE HEAT ON D ;. ..... .. :....... 2 1. HARDSCAPE (TYP)/FINISH GRADE APPLICATION. ..... ... ...... .. LID OF EACH BOX D ■ ° D ° ° » ;; 18' 2. CLEAN BACKFILL 90% COMPACTION 2 XERPBUBELER FINISH GRADE D ° D RCV 24 Min. Or Per Specs •::: ':. ::::•• 3 12' 3. SAND (TYP) PROD. NO: R1211 4 4. NON—PRESSURE LATERAL LINE SLEEVE (SIZE PER TY' DATE 6/28/12 USE CHR1SS TAGS OR EOUAL ° ° ti° 6, _ ,<':'c :EPEE_•::' CHART)/NON PRESSURE LATERAL EQUIVALENT TO NDICATE VALVE 13 13 ° `' "�' t3 5. PRESSURE MAINLINE SLEEVE (SIZE PER SEQUENCE ON VALVE, ° ° ° CHART)/PRESSURE MAINLINE SCALE: �- ° C D 13 ° -- I 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE CONTROL ZONE KIT- 13 : ° .=; 2• SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND REVISIONS: 4 I RAIN BIRD XCZ-100-B-COM ° D ° 2' SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON (INCLUDES BALL VALVE, 10OPESB VALVE, L PRESSURE REGULATOR g• BOTH ENDS. RECLAIMED WATER SLEEVES TO BE 6 o OKCHK100 BASKET FILTER AND AUTOMATIC SELF r 4 g 5 r MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT 1 2Q12,7,12 Q ((��oo� PSI-M40X-100 PRESSURE REGULATOR) FLUSHING END CAP 1�AIN LATERAL LINE STANDARDS WHERE APPLICABLE). PER S 7 D�o � oU�a6Voo""p oo VARIES SEE PLANTING SPACING ON PLANTING LEGEND SECTION / ELEVATION CITY 1 24F13 MAX WIDTH 12' — COMMENTS PVC MAINLINE 90% COMPACTION REQUIRED — SEE SPECS L PEA GRAVEL O TRENCHING/SLEEVING DETAIL IND LEGEND EMITTER PIPE SIZING CHART SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT K DRIP VALVE OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. t RAN BIRD XERI-SPRAY OR XER-BUBBISi OR 1/2" PIPE 0 TO 180 GPH TREE, PALM TRUNK XERHAIG EMISSION DEVICE(SEE iiRIKIATION i4PPL®gp,(OR EOUqU ROUND PLASTIC 3/4 PIPE 181 TO 360 GPH IRRIGATION HEAD TYP. EOUPMl3rr LEGEND FOR MODEL 0. NOTE:- BOX+COVER COLOR TO MATCH 1 PIPE 361 TO 840 GPH (SEE IRRIGATION ROOT BALL INSTALL AT LOWEST POINT Sl1FN0UN4DFK3 SOL 1-1/4 PIPE 841 TO 1440 GPH LEGEND FOR SPECS) FINISH GRADE CVWD LANDSCAPE APPROVAL 2 RAN BFD MODE_IPFR-12 POLY FLEX RISER AND/OR AT END OF LATERAL USE LAVENDER BOX FOR RECLAIMED These plans have been reviewed by the Coachella Valley Water District in (LENGTH AS RREOUI ED). PIPING AS NEEDED WATER APPLICATION. T accordance with California Governemnt Code, Section 65591 et seq. 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP %�'' �' requiring efficient landscape and irrigation design in cooperation with the SHEET NO: & MULCH BED. HILL SIDE OF EACH PLANT. / local governing agency(City or County). FNISI"I GRADE d A FINISH GRADE' I a'd • n I I ALL EMITTERS ARE NOT SEE DETAIL S T R t G� Approval of this drawing by CVWD staff does not constitute approval to i v —, 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, (THIS SHEET) encroach into district and USER Rights-of-Way. Trees, plans,walls, and 5. PVC FINING(8 x 8 x Ur RM. PVC LATERAL LINE a a rZ- SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS FOR BUBBLER OR permanent structures of any kind may not be planted or installed in CVWD � -I I RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN XERI-BUBBLER DETAIL and USBR easements or right-of-way without first obtaining anL-4.00 8. RAN BIRD MODS_1FRA-WO POLY FLEX Sa=PLAN FOR WETHE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. encroachment permit from CVWD. RISER ADAPTER AP.CEFCH PLACE IRRIGATION HEAD PLACE IRRIGATION HEAD FLUSHING BIND VALVE3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO AT EDGE OF PLANT PIT. ADJACENT TO ROOT HALL 120112— PER 7. PVC PIPE 0EPTH P SPECIFICATIONS). ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. Dat WATER MANAGEMENT DEPARTMENT -;> FILL BOX WITH 1/r PEA GRAVE_ L39965 J DRIP EMITTER L AUTOMATIC SELF FLUSHING END VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE/PALM IRRIGATION DETAIL CVWD Plan# D ELOPMENT VI f ES DEPARTMENT OWNER'S IRRIGATION WORK RESPONSIBILITIES CONTRACTOR IRRIGATION WORK RESPONSIBILITIES SCOPE OF IRRIGATION WORK 1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION AND SERVICES 1. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE INCLUDING ALL IRRIGATION EVALUATIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED DETAILS AND SPECIFICATIONS,OR MANUFACTURER'S RECOMMENDATION. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE HEREIN. APPROVED IN WRITING BY OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT ARCHITECT SHALL BE IN A SUPPORT EVALUATION ROLE TO THE OWNER(JOB STUPERINTENDENT), PROVIDING SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL,COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 2.ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER(JOB SUPERINTENDENT)SHALL BE RESPONSIBLE FOR REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBMITTED,AND DOES NOT RELIEVE THE DETERMINING PROPERTY LINES, RIGHTS-OF-WAY, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN,COORDINATE AND PAY FOR ANY AND ALL PERMITS, CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENT'S SUCCESSFUL OPERATION. (ABOVE AND BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL FEES AND AGENCY INSPECTIONS AS REQUIRED. LANDSCAPE ARCHITECTS, INC. COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT 3.CONTRACTOR'S GUARANTEE: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY 73061 EL PASEO, SUITE 210 DETERMINATION OF THE ABOVE FACTS. 4. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY,AT THE SITE,ALL UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE PALM DESERT, CA 92260 3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER(JOB SUPERINTENDENT) 4. MAINLINE PIPE: PRESURE MAINLINE PIPE SIZED TWO INCHES(7)AND LARGER SHALL BE PVC CLASS 315. PRESSURE (760) 568-3624 IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS MAINLINE PIPE 1-1/2"AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND THE OWNER'S(JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY 5. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I,GRADE I PVC COMPOUND CONFORMING TO ASTM FAX (760) 773-M5 FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN OF SERVICE TO METER(P.O.C.)AT EACH POINT OF CONNECTION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESIN SPECIFICATION 1785. E-MAIL RGA*RGA-PD.COM AUTHORIZATION FROM THE OWNER SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. COORDINATE INSTALLATION OF THE METER, IF APPLICABLE. 5. SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, CONFORMING TO ASTM 4. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE SPECIFICATIONS, QUALITY OF WORK 6. FIELD STAKING: PRIOR TO INSTALLATION,THE CONTRACTOR SHALL LOCATE, BY STAKES OR OTHER MEANS,ALL TEST PROCEDURE D2466. AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SHALL BE DECIDED CONCURRENTLY BY THE PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER(JOB SUPERINTENDENT)AND OWNER. OWNER(JOB SUPERINTENDENT). 6. LATERAL LINE PIPE: NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PVC CLASS 200, FOR SCHEDULLED 40 IF REQUIRED BY LOCAL JURISDICTION. BURIED A MINIMUM OF 12"WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, IRRIGATION GENERAL INSTALLATION NOTES 7. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION OR REVISIONS OF THE TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS D1784. SYSTEM AS NECESSARY TO MAINTAIN THE DESIGN OF CONTRACT DOCUMENTS. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE OWNER AND LANDSCAPE ARCHITECT. 7. STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED. 1. IRRIGATION PLAN IS DIAGRAMMATIC, FINAL LOCATION OF PIPING WILL BE DETERMINED AT TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN SAME TRENCH WHEN POSSIBLE. EQUIPMENT SHOWN ON THE PLAN IN 8. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS,ARE DRAWN 8.WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PAVED AREAS IS THERE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ADJACENT PLANTED AREAS. SCHEMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM,AS REQUIRED TO AVOID PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE(1)WIRE IS PLACED IN A TRENCH, PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES,THE CONTRACTOR SHALL INSURE THAT THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS,AND EXISTING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. UTILITIES. 9. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED (100) FEET OF WIRE LENGTH. 3.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 9. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION 10. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK#3577 CONNECTOR SEALING PACKS, PEN-TITE WIRE FROM POWER SOURCE TO CONTROLLERS WHERE APPLICABLE. CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. 4. BACKFLOW PROTECTION UNIT(S)SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 10.AS-BUILT: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE"AS-BUILT"RECORD SET OF PRINTS 11.TRENCHES: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF EVEN GRADE. 6.ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18"COVER(24"UNDER ROADS AND STREETS,AND 24" IF RUBBER RING THE FINAL INSPECITON,THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE"AS-BUILT"SET,AND FIELDSTAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION,TO A CLEAN PRINT, PROCURED 12. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTILL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SEALED PIPE ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12"OF COVER. ALL CONTROL WIRE GOING UNDER SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL �■ Q )• FROM THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE,WITH 18"OF COVER. LATERAL PIPING GOING UNDER CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC,WITH 18"OF COVER. TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. 7.ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE 11.WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL ANDWORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE 13. STREET: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE SOLID COPPER,AWG#14,TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. INSTALL CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. DONE AND REPLACED TO MATCH EXISTING CONDITIONS TO THE OWNER'S(JOB SUPERINTENDENT'S)AND CITYS' W U 2 WIRE SYSTEMS PER CONTROLLER MANUFACTURER SPECIFICATION. SATISFACTION, BY THE CONTRACTOR,AS PART OF THE CONTRACT COST. 12.WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION Q w 8.ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS,TRASH,GLASS, SOLVENT AND CEMENT CONTAINERS SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE 14. SLEEVING: ALL WIRE, PRESSURE AND NON-PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL DRAWINGS AND SPECIFICATIONS. THIS SHALL BE ON THE CONTRACTOR'S LETTERHEAD WITH HIS STATE LICENSE PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES,TWENTY-FOUR INCHES(24") BELOW ROAD BED, OR 18"BELOW BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. NUMBER. DRIVEWAYS AND WALKS,THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A W MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. z 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS. 13. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER(JOB SUPERINTENDENT),AS PART OF THIS J CONTRACT,THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL INSPECTION: 15. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL W 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI-DRAIN VALVES LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. O AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. A.AS-BUILT PLANS,AS PER NOTE 10 ABOVE. in B. THE ORIGINAL OF THE GUARANTEE LETTER. 16. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE 11. CONTRACTOR SHALL ADJUST ALL HEADS AND VALVES FOR PROPER OPERATION AND COVERAGE AS SPECIFIED ON C. THE ORIGINAL OF THE CERTIFICATION LETTER. INCHES(12") BETWEEN VALVES,AND A MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE. THE IRRIGATION LEGEND. HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18"FROM INSIDE FACE D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. a OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS. NO E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING,ADJUSTING,ASSEMBLING AND REMOVING EACH 17. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE OTHERTHROW IS PERMITTED ON HARDSCAPE. TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. COMPLETE SATISFACTION OF THE OWNER(JOB SUPERINTENDENT). 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION 18. SPACING OF HEADS SHALL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. co 0. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 19.ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. W 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN-FIELD DESIGN CHANGES DUE TO SITE PLAN AND 20.THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN (7) DAYS LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS, OR THE IRRIGATION CONTRACTOR SHALL PRIOR TO THE START OF ANY PLANTING. ASSUME FULL RESPONSIBILITY FOR THE IRRIGTION COVERAGE. 14. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO IRRIGATION FIELD EVALUATION SCHEDULE CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN-FIELD DESIGN CHANGES. (IF REQUESTED BY OWNER) CIO 15. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND THE RESPONSIBILITY OF THE CONTRACTOR. COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT(48) HOURS IN ADVANCE OF ANY SPECIAL NOTES REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE PHASES OF WORK IS AT THE W CONTRACTOR'S RISK,WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER(JOB 1. CONTRACTOR SHALL PROVIDE TWO EMITTERS/TREE BUBBLERS QUANTITIES PER PLAN AT THE EDGE OF THE ROOT SUPERIENTENDENT)SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE EVALUATION I- BALL FOR ALL TREES. FORTY-EIGHT(48) HOURS IN ADVANCE. U POP-UP SPRAY SPECIFICATIONS: I- W 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE W 7 PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT W Q NOTE: GROUNDCOVER SPECIFIED AS ONE GALLON SHALL BE PLANTED PER THE SHRUB DETAIL IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, ft CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS, DETAILS AND SPECIFICATIONS. 3. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS EVALUATION SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT,VERIFICATION OF ALL SPECIFICATIONS SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED GENERAL NOTES AT THIS TIME TO THE SATISFACTION OF THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT AT THE 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. CONTRACTOR'S EXPENSE. SHEET E BOOK ❑ 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. 4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING MAINLINE LAYOUT JOB CAPTAIN: RP FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES COMPOSITION. "HOT"SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH FOR A PERIOD OF NOT DRAWN: LT LESS THAN TWO(2)HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB SUPERINTENDENT) PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND AND CITY INSPECTOR TO MANUFACTURER'S ACCEPTED TESTING PROCEDURE AND APPROVED IN WRITING BY THE EXCESS WATER RETENTION IN PLANTING AREAS. CHECKED: CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP AND ALL OTHER 4. SOILS REPORT:AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, NECESSARY TESTING EQUIPMENT. PROD. NO: R1211 AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS 5. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER(JOB SUPERINTENDENT) DURING REPORT.AMENDMENT TO BE FULLY ORGANIC COMPOST BY LOCAL GREEN WASTE VENDOR.THE SOILS REPORT IS HEREBY THE LAYOUT OF ALL LATERAL LINE SYSTEMS,WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND PIPE AND EQUIPMENT ASSEMBLIES. DATE: 6/28/12 CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 6. IRRIGATION COMPLETION AND FINAL COVERAGE TEST: THIS EVALUATION IS TO ENSURE CONFORMANCE OF ALL SCALE: - 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO ENSURE INTENDED COVERAGE AND PROPER EMITTER FLOW. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR REVISIONS: 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT PROPERTY, OPTIMUM PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC., PRIOR TO THIS EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. EVALUATION. THIS MAY INCLUDE CHANGES IN EMITTERS, NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. 20127.12 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL CONTRACTOR.(IF APPLICABLE) 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY.ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. L 9. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. CVWD LANDSCAPE APPROVAL 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. These plans have been reviewed by the Coachella Valley Water District in accordance with California Governemnt Code, Section 65591 et seq.\14 P T l;R requiring efficient landscape and irrigation design in cooperation with the SHEET NO: local governing agency(City or County). /S T R,C� Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plans,walls, and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. L-4.01 -712o1d Dat WATER MANAGEMENT DEPARTMENT r�, L39966r CVWD Plan# /DEVELOPMENT VI,ES DEPARTMENT .I •'.t� ��j♦ .t - , OR S Kill!i NO - _ OR lm-.1�0171 W"w • i Jk�. IWIS MAP ®R 00 ON b I Emll �FOO OA Im y`. �.� oloot _�� _�, ��� ��� ���♦ �000�000�joo♦000�o 00/00�100010� ■ i', .f .. .♦e1i _ _ _ - _ _ - ♦ ►e ♦eooeo♦e ♦ ♦ MEMO WE ♦� � ,� •o-# o-eo-� o o o o♦eo♦eooeo♦ePRO, fft. _• e ♦e ♦e ♦e ♦ee ♦ ♦ o ♦ ♦ ♦ ♦ ♦ ♦ ♦ei . . • eooeooeooei♦ eon►eeo ♦o ♦♦oo ► 000000000a ... m _ ♦♦ o♦ ♦ .I■��,�� o♦ o♦ o♦ o♦ o,� o♦ o♦ o♦ 01 0NS 1*0 ♦ o♦ o♦ o♦ o♦ :. . ,.. _ ►e ♦ • �a 1,10 00 4 0♦ ♦� or o0 00 00Em MI 0 00 . � • ':•_".. - •- ...... - - • _-.._, , � ,,:,,-. "' . � �, --ate■■-• _ss, -_. .�._.�.-_�� •. � ♦ ♦ ♦ ♦ I :�/��.// � �jJr °► 1♦ i } ...,, o _II ♦/ \.: *■■w■a c ■■_■u_■■■ ■■emu . ♦ ♦ ♦ ♦� I® / �,//.:..+1 /��,+/.,/ - � i a 4 ■■ II_.. I ' -. �,/ 4 /. .i ///..//.I //"�%i.. .x� • /� � : .•� �;� .. ._ III ►� � /// %� %'/// �i// /. : �'' a�� ►` Ali T �l - Of 94, NONNI .......... am It---- ,% / •. / y /i..�i ,,./1%.._/'./,./._ .../i..-/i.,.//// . ►. � •� / mom Fc' o `. ►. `,///Its «:f'!r,«1 •`�• ' «: WWII dWA // ,' — km are rps 0,sm,W, alp, PINVO IVA __ _ .. . _. _ . _ �� ,,, , x . . , • � «: ►moo♦ o R. ♦ . � .� ,•,., p / , 1 ., •. / 4. •� ♦ ♦ .I I / v r NO WE /1 - - - - IIIIIIIIIIIIIIIIIIIIIIIII�IIIIINIIIIII■IIIINI� � , , _ - - _ _ _ _ ♦ 1 = • . ._-.. _ •- . : • _ . • : :• i ,. ,. �/-_-�. «• 1 �.�INE A: WA a �� An �® .._��%..►. .,,:" � � .. •ram / ... t .�,. y�,,. �111 , ■IIIIIIII■IINIIIIIII , . ORION• _ � ••- / III -_ - _ ,: • ._- • c �• fir. . r/ ` % r all • t ♦. I ♦ .,. � //..Iw../..,'I r - " /,• r •. a ,'! • SEES :I�kwl =i Ali I MEMO r.t tip. . t __ � I :. L• � �rri��- --•"`ii::.rir.+���, ',... .C. 'k I.• • /�// / � r - IIIII■ r � � IIIIIIIIIIIIIIIIIIII■ MINES 44 MINES For,W=F i ••�, - I n I • t • , 'rC•1�! . ■IJi■•il—_ , iir._. • ,/'■la-■► 5i'�G.1► .• i=_= i/1 - t IIIII�I II■I - I IIII i - - - t `- A�. • - RENEE OWN i-mw e . - e• . t• . • •. a �` ` , / i t • ._ • _• • • •'_ i _ • I _ _ • •• I• _ • _ • _.• • • , • _ s • • • • •. • .I • '.•rrr►iu r.1' AD;, 0 00 °pp fa ° • •i bD �a;o 3Ao � c PLANT 3L.IGFiTLY ABOVE ° LANDSCAPE ARCHITECTS, INC. 0 D a$ o Sao o tj SOL LEVEL 73061 EL PASEO, SUITE 210 °cd \ u�o�0p0oo PALM DESERT, CA 92260 � o o ° a o a PLANT PIT DEPTH OF ROOT BALL (760) 568-3624 Oda o $�'dfD °�0°a o Ic�P�aL MOIST, NOT WET FAX (760) 773-5615 6 00 - - E—MAIL: RGAARGA—PD.COM ° �—D �� 0 % UMDI3TURBED NATIVE SOL CUT OFF TOP SECTION OF PLANT PIT 2X OF ROOT BALL i' STAKE DAMAGED BY HAMMERING TREE TRUNK N CINCH TES OR EQUAL AROUND TRUNK AND POLE VARIES (2)-2' BY 2' BY V-01' REDWOOD 12' PAST VINE BOTH SIDES TYP. 7W ih STAKES OR LODGEPINE POLE ALL NATIVE PLANTS SHALL WALL ANCHOR AND SCREWS BE BACKRLLED WITH U Q WITH 18 GAUGE GAL WIRE NATIVE SOIL ONLY TYR SOIL MIX FOR SUB-TROPICAL& z 2/3 NATIVE SOIL N WATER BASIN. 1/3 KELLOGS NITROHUMUS W F14I3H GRADE CO 00 Q Wok �. ROOT BALL o 0 0 co � o Q Q BACKFLL MIX. (SEE SPECS.) W U w UNDEITUFIBM NATIVE SOL 0 0 o W PLANT PIT 2 TIES AS WIDE AS ROOT BALL o Of Q Q W PLANT PIT AS DEEP AS ROOT BALL NOTES 1. ALL NATIVE TREES AND SHRUBS TO BE VINE BACKFLLED WITH NATIVE SOIL ONLY. OQl oa�� z W NOTES STAKE DETAIL ONLY APPLES FINISH GRADE � TO STANDARD TRUNK TREES. z DOUBLE STAKE TREE DETAIL SHRUB PLANTING + VINE ESPALIER DETAIL (n 0' 24' B4X Q U EPIC PLANTING NOTES COMPOSITE HEADER BOULDER i PLANTNG PLANS ARE DIAGRAMMATIC FOR CLARITY OF RE-ADM PLANTING IS TO BOARD BE ADJUSTED N FI R D AS NECESSARY. 2 PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLENT AND IS NOT NTE DED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS NDICAT®ON � PLANT PALM SO THAT THE PLANS. • FINISH 3.MOUINDNCG AND ROUGH GRADE TO 1/10 FT.TO BE FRONDED BY OTHERS. FINISH AXIS IS PLUMB 2/3 GRADE GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR 4.WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS,SWAI.M SHALL BE FORS ALONG THE STREET OR WALK TO CONTROL FaGATION RUN OFF. &BEFORE ANY PLANTS ARE LOCATE,ALL PLANTED AREAS ARE TO BE GRADED N W FINISHED FINISH GRADE, AN ACCEPTABLE MANNER TO ASSURE POSnE DRAINAGE J (R,epE GROUND COVER I/3 \/�%// ///%//% 6.SEPARATEAS�aPECIF® APPROVED Bair LANDSCAPE AVER AREAS�RCHITC�-c�`T.AREAS wm-I I— AREA PLZANTING AREAS \\//�\/// // / //////%//%/ FEET TO AN EDGE OF FAVNQ HE ARD OR ROOF TTFEE PL PERMIT DO NOT PLANT TREES CLOSER THA 6 ANTED A RED W III = I I=III=III=III ` ; REMOVE ALL EXCEPT TOP `\��\i,\/\\j\\���\ �` WITFN 5 OF HAFCGCAPE SURFACE(EDGE OF SDEWAM WALLS,CURBS,ETCJ MUST W 7 4 TO 5 FRONDS ��� SUB GRADE HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S O III=III III=III=III SPECIFICATIONS,EXCLUDING PROJECTS N PALM DESERT PER DRECTNE OF CITY I —III=III I I=III=III= NOTES PALM DESERT LANDSCAPE MANAGER. (SEE°ETAI co � III=I I(=I I III=III= a DO NOT PLANT SHRUBS CLOSER THAN T nrAEE F=I TO AN EDGE OF PAVING OR HEADERBOARD,CC W FROM LANDSCAPE LIGHT F IXTURE9. III I I—III — BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. 9.REMOVE ESPALIERED PLANTS FROM THM TRADING FRAMEWORKS AND ATTACH TO =I I III= I I — BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN TIE SAME SPECIFICATIONS PATTERN THEY HAVE BEEN TRAINED. USE STES. — PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL 10.F REQu�,THE OWNER OR OWNER'S TATNE SHALL SUBMIT PLANS TO •J* STAKE I(I I I=III LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. THE APPROPRIATE PLAN00 AND AGRICULTURE DEPARfluENTS PRIOR TO SUBMITTAL AT EACH =I I III= — FOR BUILDING P8*XM SHEET BOOK ❑ AT E 111= I I=III �H �THEROOT BALL,WATER THE PLANT N THE HOLE AND THEN =1 I I=III= — BOULDER DETAIL LIGHTING NOTES JOB CAPTAIN RP =III= — EPIC EDGE > DRAWN: EW COMPOSITE HEADER SECTION TAMP + WATER-SETTLE — ° 1 ALL WORK AND MATER ALS SHALL CONFORM TO LOCAL CODES AND ARE WHILE PLANTING o 0�0 0 BUILDING BOARD o �° o° °o°° R 4TATIVE OF OWNER. CHECKED SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTI-EHi c $ a 1V 0 ° 0 0 2 ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. PLASTIC STAKES MUST Q ° i of°o S p ° ACTUAL LOCATIONS SHALL BE DETERMINED N THE FELD AND APPROVED BY THE \ p o �� o o /D� o LANDSCAPE ARCHITECT AFTER TREES HAVE BEIR PUNTED. PROD. NO: R1211 BE ATTACHED WITHIN 4 OF EITHER MINIMU+A - °o� po ° °0°opO�O ° SIDE OF EACH JOINT FM ACTUAL RADIUS GRADE THE CONTRACTOR ONLY AND 0°gQ °o 8 fPo� ° o°0 ho°°8�°�° No INTENDEDFOR ACCURATE C00 OUANTITIES LISTED ARE FOR THE CONVENIENCE�oNTRACToR IS RESPONSME \ O° 0 0° �0Q 0 61 °0 0 0 0 o 0 FOR PROVIDING LIGHT AS INDICATE ON THE PLANS. DATE: 6/28/12 SITE DNuEN310N3 POSSIBLE 0 0 o �J� / /� 0 °o�j� 4,ALL LIGHT FDC FFEB SHALL BE LOCATE AT A MINIMUM OF S(FIVE FR= I FROM FUGH GRADE, GROUND COVER 1X6 5 7/16 X 9/16 X 20 36' ° 0�� o 0 0 0 0 _ QpQ a POOL,SPA,LAKE OR F OUNTAN EDGE ALL LIGHTS WHICH ARE NSTALLED WIT}N V SCALE: PLANTING AREAS SEE SPECS �'��0 ° U 0 8 0 00 (TEN NSTAL �OF WATERS ��E OUTLETS AS LOW AS LOCAL CODES VARIES % °o�°� o og ° p 0 1.0 q°,p &NSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING A�80 AS NOT TO REVISIONS 0 0 0 0 � NTERFEFE WITH PLANT HOLE EXCAVATION. CONDUITS N THE WAY OF THREE o0) f3 ° Ce 0�°�Ooo°0 HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE MINIMUM UNDISTURBED o ° 7.LIGHT RXTURES ARE TO BE LOCATED NO CLOSER THAN 6'(SIX INCHES)FROM � SEE HEK�Ir' PALM � RADIUS 36' ROOT BALL NATIVE SOIL THE EDGE OF PAVING AND LAWN AREAS. 2012.7.12 FJ.INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF. MANUAL OVERRIDE 2 X DIA SWITCH TO BE LOCATED PRIOR TO INSTALLATION. COORDINATE LOCATION OF WITH OWNER PLASTIC STAKE OF ROOT BALL 71 5-0' OR LESS 5'-0' OR LESS SWrr9 ALL�LK3HT RXTURES TO BE INSTALLED PER MANUFACTURER'S 8PECFICATKONB. Z� a T O.C. MAX. USE PLATED DECK 10.MOUNT FIXTURES AS LOW AS POSSIBLE SCREEN(WI-0E POSSIBLE)WITH SCREWS FOR ATTACHMENT PLANTING. •. . _... :._�.. tt ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS USE BELL SP. GALVANIZED STEEL UL LISTED EXTERIOR BELOW GRADE.JUNCTION BOXES,OR AS PER NEC SPECIFICATIONS. Z� 12 ALL CFK>.X K'4 SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL 1= _� CONTACTOR LKGHTNG PLAN INDICATES RXTUFE LOCATIONS ONLY AND B NOT INTENDED TO BE AN ELECTRICAL PLAN. 11 I CVWD LANDSCAPE APPROVAL PLAN VIEW SIDEWALK/PAVING �I— I� AL NOTE LINThese plans have been reviewed by the Coachella Valley Water District in 'D 1 ALL NATIVE TREES AND SHRUBS TO BE EAR ROOT BARRIER LB 18-2 BY accordance with California Govememnt Code,Section 65591 et seq. BACKRLLED WITH NATIVE SOL ONLY. 'DEEP ROOT' OR EQUAL INSTALL y1 P J R requiring efficient landscape and Irrigation design in cooperation with the SHEET NO: NOTE: PER MANUFACTURERS SPECS. local governing agency(City or County). 1. 113E COARSE WOOD WORKING TOOLS FOR CUTTING AND DRLLNVG NOTE: ��S T R i C� Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees,plans,wails,and ROOT GUARDS SHALL NOT BE INSTALLED ON permanent structures of any kind may not be planted or installed in CVWD PROJECTS IN PALM DESERT PER DIRECTIVE OF and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. L- 6 .00 CITY OF PALM DESERT LANDSCAPE MANAGER. --.--- -.� Date/ WATER MANAGEMENT DEPARTMENT EPIC PLASTIC COMPOSIT HEADER BOARD PLAN VIEW PALM TREE DETAIL ROOT BARRIER DETAIL - L39968 CVWD Plan# /D ELOPMENT_SEAVICF ES DEPARTMENT GENERAL NOTES PLANTING NOTES CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 1. PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION AND SERVICES 2.ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE 2. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, COMPOSITION. "HOT" SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND LANDSCAPE ARCHITECTS, INC. PLANS. REQULATIONS AND RULES. PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND 73061 EL PASEO, SUITE 210 3. MOUNDING AND ROUGH GRADE TO 1/10 FT.TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY 3. LICENSE: ALL WORK SHALL BE PERFORMED BY A LICENSED C-27 LANDSCAPE CONTRACTOR. EXCESS WATER RETENTION IN PLANTING AREAS. PALM DESERT, CA 92260 LANDSCAPE CONTRACTOR. 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT,ALL EXCAVATION, GRADING, (760) 568-3624 4. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS FAX (760) 773-5615 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR AND AGENCY INSPECTIONS,AS REQUIRED. REPORT.AMENDMENT TO BE FULLY ORGANIC COMPOST BY LOCAL GREEN WASTE VENDOR.THE SOILS REPORT IS HEREBY WALK TO CONTROL IRRIGATION RUN OFF. MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND E-MAIL RGA*RGA-PD.COM 5. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR 5. BEFORE ANY PLANTS ARE LOCATED,ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER(JOB SUPERINTENDENT). SPECIFICATIONS. POSITIVE DRAINAGE. co 6. SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK,THE CONTRACTOR SHALL VERIFY, AT THE SITE,ALL CONDITIONS 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. z 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR AND DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER(JOB APPROVED BY LANDSCAPE ARCHITECT. SUPERINTENDENT). 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT PROPERTY, EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED. O 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET)TO AN EDGE OF PAVING, 7. LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5'OF HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, ADJACENT PROPERTY, RIGHT-OF-WAY, EASEMENTS SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER 7. COORDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE CURBS, ETC.) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S MARKED OR UNMARKED. GENERAL CONTRACTOR.(IF APPLICABLE) SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) 8.COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTIVITIES WITH ALL 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR /r OTHER TRADES THROUGH THE OWNER(JOB SUPERINTENDENT). THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO \� 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET)TO AN EDGE OF PAVING OR HEADERBOARD, OR 30"FROM THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL LANDSCAPE LIGHT FIXTURES. 9. FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS,ALL TREES, SHRUBS,VINES AND THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER(JOB SUPERINTENDENT)AND CONTINUATION OF WORK PRIOR TO RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 9. LIABLE FOR DAMAGE, THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS UM z 10. NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT SUBCONTRACTORS TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED 10. IF REQUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER. AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BUILDING PERMITS. DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE0 REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS Q 11. BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE AND THEN PROCEED WITH BACKFILLING. CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER OF LANDSCAPE ARCHITECT IN WRITING. ANY AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. LIGHTING NOTES 11. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION 1. ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED,AND SHALL REPLACE OR REPAIR DAMAGE IN A MANNER ARCHITECT OR OTHER REPRESENTATIVE OF OWNER. ACCEPTABLE TO THE OWNER(JOB SUPERINTENDENT). co 2. ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATICALLY ON THIS PLAN. ACTUAL LOCATIONS SHALL BE 12. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND DETERMINED IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER(JOB 0 SUPERINTENDENT). W 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. 13.WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL, INCLUDING PLANT MATERIAL,AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOR TREES AND 90 DAYS FOR SHRUBS,VINES AND 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' (FIVE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE GROUNDCOVER FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN ALL LIGHTS WHICH ARE INSTALLED WITHIN 10' (TEN FEET)OF WATERS EDGE TO HAVE GFI. GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 5. INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. 14. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING ARES SO AS NOT TO INTERFERE WITH PLANT HOLE INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBTITUTIONS OR DEVIATIONS FROM EXCAVATION. CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER. 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6"(SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS. 15. ORDER OR PRECEDENCE- IN CASE OF A CONFLICT BETWEEN THE DRAWINGS AND THESE SPECIFICATIONS, OR WITHIN THE DRAWINGS THEMSELVES, FOLLOWING IS THE ORDER OF PRECEDENCE: co 8. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF'. MANUAL OVERRIDE SWITCH TO BE LOCATED PRIOR TO Q INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER. 1.THESE SPECIFICATIONS 2.THE PLANT LEGEND, NOTES AND DETAILS 9. ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 3. PLANS 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE)WITH PLANTING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. Q 11.ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. USE BELL S.P. GALVANIZED STEEL UL LISTED EXTERIOR OWNER'S PLANTING WORK RESPONSIBILITIES BELOW GRADE JUNCTION BOXES, OR AS PER NEC SPECIFICATIONS. 12.ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR. LIGHTING PLAN INDICATES 1. CONSTRUCTION RESPONSIBLITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. INCLUDING ALL LANDSCAPE INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER(JOB SUPERINTENDENT)TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A ELECTRICAL WORK SUPPORT OBSERVATION ROLE TO THE OWNER(JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTES. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR METHODS OF CONSTRUCTION OR FOR CONFORMANCE TO CODE,AND WILL PROVIDE AESTHETIC DIRECTION ONLY. W 1. SHOP DRAWINGS: ALL LIGHTING AND IRRIGATION CONTROLLER ELECTRICAL CIRCUITING AND PANEL SIZING WILL BE BY THE CONTRACTOR. PROVIDE REPRODUCIBLE DRAWINGS SHOWING ALL CONTROL WIRING DIAGRAMS 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: OWNER(JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR 1- FOR ANY LIGHTING AND IRRIGATION CONTROLLER INDICATED ON THESE PLANS. SHOW ALL CONDUIT AND WIRE DETERMINING PROPERTY LINES, RIGHTS-OF-WAY,TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS(ABOVE AND F V SIZES. INDICATE VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS OF BELOW GRADE)AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR SUCCESSFUL COMPLETION OF THE WORK. w FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE FACTS. 7 w 0 2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH 3. ROUGH GRADE: OWNER(JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH N ir ENTIRE ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES. GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING LESS THAN 1/10TH OF ONE FOOT, OR MOUNDING AS IL PROVIDE CONDUITS AS REQUIRED. INDICATED ON PLANTING PLANS. 3. WIRING METHODS: 4. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL IMMEDIATELY BE SPECIFICATIONS BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. IT IS THE OWNER'S (JOB A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER AND SHEE7N BOOK ❑ B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. C. ALL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED PER NEC APPROVED SPECIFICATIONS. 5. CONTACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY JOB CAPTAIN: RP OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE DECIDED BY 6. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR (24) HOUR TIME CLOCK AND PHOTO CELL. THE OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT. DRAWN: EW COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER. 7. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY CHECKED: REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. LAMDSICAPE ARCHITECT TO REVIEW PLANTING FOR 00141FORMANCE TO THE SPIRIT OF THE APPROVED PROD. NO: R1211 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. PLANTING PLAN AND THEN PREPARE A MBAO REGARDING THE REVEW NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE DATE: 6/28/12 LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. SCALES - REVISIONS: 1& 2012.7.12 0 0 0 CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accordance with California Governernnt Code, Section 65591 et seq. '0 P T E R requiring efficient landscape and irrigation design in cooperation with the SHEET NO: 2 local governing agency(City or County). S T R iC� Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plans,walls,and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. - 6 ■O1 2 //Z-- C Dat WATER MANAGEMENT DEPARTNIENT� CVWD Plan## D ELOPMENT Vi ES DEPARTMENT WATER CALCULATIONS NOTE : REFER TO CITY OE PALM DESERT MAINTENANCE GUIDE . LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO, SUITE 210 Water Use Calculations PALM DESERT, CA 92260 Vista Estrella Residence (760) 568-3624 FAX (760) 773-5615 Site Information E-MAIL RGA•RGA-PD.COM Zone No 1 Total Tree and Shrub Square footage 7031 Total Lawn Square footage 0 Total Annual Color Square footage 0 Total Water feature Square footage 0 Q Recreational Turf Square footage 0 Number of plants by water use %of Total Landscape Square Footage Z Very Low 0 0.000 0.00 Q Low 175 0.352 2475.70 Mod 317 0.63E 4484.56 W High 5 0.010 70.73 J Total 497 1.00 City of Palm Desert Landscape Inspection Schedule D Maximum Applied Water Allowance U 1)Sleeving/Grading 5)Ground Cover(decomposed granite) a. Sleeve diameter, type, depth and location a. Type CD Z Water or Total Sq. Conversion Factors b. Soil surface drainage, elevations and trash (including weeds& rubble) Z Zone No. Eto Factor Ft. MAWA b. Depth and spacing 0.62 748 Conventional 2)Hardscape/Boulders -Cobble c. Compaction W Landscape 1 57.01 0.5 7031 0.62 748 166.12 a. Sidewalk and wall layout 6) Final O b. Utilities location a. Irrigation: Recreational 1 57.01 0.82 0 0.62 748 0.00 c. Boulder type, size, weight and placement Turf i)Valves, boxes and wiring ii) Controller operation and schedule J TOTAL MAWA 166.12 3)Irrigation System Rough -In iii) Sprinkler, bubbler and/or drip emitter type, a. Trench depth and location flow rate and quantity per plant O U b. Pipe size and class iv) Overall operation v)As built b. Tree staking c. Overall c. Pressure test(125 psi for 6 hours) v)As built •, Estimated Water Use b. Tree staking U 4)Plant Material (trees&shrubs) c. Overall (J J Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: a. Condition a W Drip/ Bubbler/ Micro Spray 1 0.9 2475.70 2 Low b. Type W Q c^ Season Zonal Ho Plant Area Conversion Factors Estimated c. Placement 0 W� W Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use CD Spring 12.54 0.20 2475.70 0.62 748 0.9 5.72 Summer 34.77 0.20 2475.70 0.62 748 0.9 15.86 Z Fall-Winter 9.70 0.20 2475.701 0.62 748 0.9 4.42 Irrigation Water Use Schedule by Month TOTAL 26.00 (This irrigation schedule is a guide per CVWD) W Q Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip / Bubbler/ Micro Spray 1 0.9 4484.56 3 Mod Way Heads Bubblere and Emtters Season Zonal Eto Rant Area r Estimated Conversion Factors Lawn J[tlatiOrl dave pm week, by month Tree+ shrub irrigation days per'week by month Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Spring 12.54 0.50 4484.56 0.62 748 0.9 25.90 Jan Feb. Mar. Apr. May June.hilly Aug Sep. Oct Nov. Doc Jam Feb. Mar. Apr. May June July Aug Sep. OctDec- Nov. De Summer 34.77 0.50 4484.56 0.62 748 0.9 71.80 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 z Fall-Winter 1 9.70 0.50 1 4484.5611 0.62 748 0.9 20.03 W a TOTAL I 1 1 117.73 Spray tvoe head for lawn (n nw0ee Per irrigation days month Bubbler type head for trees(In minutes per inlgation day). by month Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Jan Feb. Mar. Apr. May June July Aug Sep. Oct Nov. Dec. Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec Z Drip/ Bubbler/ Micro Spray 1 0.9 70.73 4 High 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 Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use L Spring 12.54 0.80 70.73 0.62 748 0.9 0.65 Rotaft tvoe head for lawn On mirxitee oer Irrigdm day),by month Emitter tvoe head for shrubs 3n mrxites per irrigation day), by month Summer 34.77 0.80 70.73 0.62 748 0.9 1.81 Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec Jan Feb. Mar. Apr. May June July Aug. Sep. Oct Nov. Dec. (- Fall-Winter 9.70 0.80 70.731 0.62 748 0.9 0.511 ~ V TOTAL 2.97 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 W 7 Contractor to provide an irrigation schedule for this site,taking Into c A MR.RX ation, wind, soil type,temperature and plant water use.Contractor shall then program = it Estimated Total Water Use 146.70 ftcontrollerdu controller to proce the scheduled water rates for each day, week, and month. Contractor shal th then observe e condition of the plants and adult the N a' eahedule as needed to assure that the pkMa are not over or under irrigated SPECIFICATIONS SHEET N BOOK ❑ Water Efficient Landscape Worksheet JOB CAPTAIN: RP Vista Estrella Residence APPLICANT INFORMATION DRAWN: EW Name of Project Applicant: Telephone No: 760-568-3624 CHECKED: Tom Miller Fax No: 760-773-5615 Title: Designer Email Address: TMiller@rga-pd.com PROD. NO: R112" Company: RGA Landscape Architects Street Address: 74020 Alessandro Dr., Ste. E City: Palm Desert State: CA lZip Code: 92260 DATE: 6/28/12 SCALE: - SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. REVISIONS: Controller Valve Circuit Irrigation %of Landscape No. No. Plant Type(s) Method Area (Sq. Ft.) Area 2012.7.12 A 1 LW/ MW D 3523.35 39.32% A 2 LW/ MW D 2026.34 22.61% A 3 LW/ MW B 1000 11.16% TREE NOTE: A 4 LW/ MW B 300 3.35% Z A 5 LW/ MW D 2011.66 22.45% ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING A 6 LW/ MW B 100 1.12% TO REMAIN. PER ARIZONA NURSERY STANDARDS. Tota I: 8961.35 100.00% Z� CVWD LANDSCAPE APPROVAL 0 These plans have been reviewed by tl to Coachella Valley Water District in accordance with California Governemnt Code,Section 65591 et seq. Q'O/,S TJE_ ' requiring efficient landscape and irrigation design in cooperation with the SHEET N0= NOTElocal governing agency(City or Caunty). �.R 1C'� Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees, plans,walls, and TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND permanent structures of any kind may not be planted or installed in CVWD SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT and USBR easements or right-of-way without first obtaining an OR RIGIFIT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. encroachment permit from CVWD. - L-7.00 z { 20 1 1 _ � - Dat WATER MANAGEMENT DEPARTMENT L39970 CVWD Plan# D ELOPMENT VI ES DEPARTMENT