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HomeMy WebLinkAbout602 ROCKY CREEK ROAD (T. 25296-3)MARON RESIDENCE 602 ROCKY CREEK ROAD, CANYONS AT BIGHORN PALM DESERT, CA TRACT: 25296-3 APN: 771-470-002 NDEX: CONSTRUCTION PLAN CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS GENERAL CONDITIONS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS P LANTING PLAN P LANTING DETAILS P LANTING SPECIFICATIONS PALM DESERT LANDSCAPE INSPECTION AND MAINTENANCE SCHEDULE VICINITY MAP: / CAHULLIA WAY and vlolaoa MESA VIEW DR CANYON DR 4 L-1.00 L-2.00-L-2.01 L-2.10 L-2.20 L-3.00-L-3.01 L-4.00 L-4.10 L-5.00-L-5.01 L-6.00 L-6.10 L-6.20 NORTH WATER CONSERVATION STATEMENT: Landscape Documentation Packaae Checklist Maron Residence Tract or Parcel Number Tract 25296-3 Assessor's Parcel Number (APN): 771-470-002 Project Location: 602 Rocky Creek Road, Palm Desert Ca 92260 Landscape Architect / Ini gat ion Designer / Contractor NE RGA Landscape Architects, 73061 El Paseo, Ste. 210, Palm Desert Ca Included in this Landscape Documentation Packaae are: X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS X 2. Maximum Applied Water Allowance. (MAWA). X Conventional Landscape: 250 Recreational Turf grass Landscape: Maximum Applied Water Allowance: 250 2 '100 cubic feet per year 0 100 cubic feet per year 2 100 cubic feet per year 3. Estimated Total Water Use by Hydroz one: Very Low Plant Hydrozones: Low Plant Hydrozones: Moderate Plant Hydrozones. High Plant Hydrozones Turf grass Hydrozones: Recreational Turf grass Hydrozones: Annual Color Water Features. Estimated Total Water Use (ETWU): X 4. ETWU<MAWA PLAN SETS X 5. Landscape Design Plan X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report 0 100 cubic feet per year 36.34 100 cubic feet per year 186.49 100 cubic feet per year 0 100 cubic feet per year 0 '100 cubic feet per year 0 100 cubic feet per year 0.92 100 cubic feet per year 0 100 cubic feet per year 223.75 100 cubic feet per year I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: 6/21/2013 Applicant: Luke Taylor STANDARD SYMBOLS AND ABBREVIATIONS +12" a 16. LIMIT OF WORK SHEET MATCHLINE MOUNDING ( NOT TO EXCEED 3:1 ) HIGH POINT OF MOUND (IN INCHES ) KEYNOTE, SEE MASTER LIST ON SHEET DETAIL NUMBER SHEET NUMBER EXPANSION JOINT SCORE JOINT POINT OF BEGINNING FOR DIMENSIONING DIRECTION OF SLOPE. I% MIN, ON HARDSCAPE ELEVATION DETAIL HDR ALIGN TYP, PA DN EQ WS MN Co_ HP LP DIA CONT HT SIM O-C- DC 1-IEADERBOARD ALIGN ACCORDINGLY TYPICAL PLANTING AREA CENTER LINE PROPERTY LINE RADIUS DOWN RISERS EQUAL WATER SURFACE LEVEL MINIMUM COLUMN HIGH POINT LOW POINT DIAMETER CONTINUOUS HEIGHT SIMILAR ON CENTER DECOMPOSED GRANITE - APPROVED - FINAL LANDSCAPE P CKAGE BATE r-40t REVIEWER BY: rl. LANDSCAPE MANAGER: LANDSCAPE ARCHITECTS,INC 73061 EL PASEO, SUITE "210" PALM DESERT, CA (760) 568-3624 FAX (760) 773-5615 E-MAIL; rga@rga-pd.com PREPARED FOR: MR. AND MRS. MARON C/O INGRID ESPE KRISTI HANSON ARCHITECTS, INC 72185 PAINTERS PATH, STE A PALM DESERT, CA 92260 TEL: (760)-776-4068 CONSULTANTS: (REVISIONS I PER CITY REVIEW COMMENTS 2 PER CVWD REVIEW COMMENTS PROJ. NO.: R1308 DATE: 2013.6.13 SPECIFICATIONS SHEET ■ BOOK Underground Service Alert Call: TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG TIDE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED BY EGA, INC. FOR WE ON THIS PROJECT AND NAY NOT BE REPRODUCED IN ANY RAY InnfoUT THE EXPRESSED VIWZF 1 CONSENT or RGA. IRE. <0 'La ■ LANDSCAPE ARCH. AL=CsQVED AUG 01 2013 CITY OF PALM DESERT PUBLIC WORKS DEPT NOTE: LT 1/10/13 LT 1/I8/13 TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BULT IN CVWD AND USER EASEMENT OR RIGHT-OF-WAY WITHOUT FEIST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL These plans have hor.it reviewed by the Coachella: Valley Water District ir aorrcance with Calilorn:a G,vcmetnnl Code, Section 65591 et seq- requir[nfl efficient landscape and Irrlidarron design In cooperation with the local governing agency (City+ or County). Approval of this drawing by CtIMU slafi does not constitute approval to encroach into district and USBR Rights -of -Way. Trees. plans, walls, anti permanent Structures of any kind may not bo planted or installed in CVWI.) and USRR easefnflnIS or right-of-way withntll first obtaining rir1 encroachment pennit from i/.2-C-13 C Date / WA i MAN L40589 OVWD Plan # hAEN m EPARtMEN T I o■ ■ < IA I• O V W W was O 0 l▪ te r J CN -s r' lo) J\ Q sJ _LLL _LLL _LLL _LLL /1w LL _LL _LL A4 3 (/4\ r ^�1 A2.a r r-r--¢'a' LI EXISTING BACKPLOW PREVENTER.W IF NEW BACKFLOW IS NEEDED, CONTRACTOR IS TO INSTALL_/ f BACKFLOIN LOCATION THAT IS Cf9L) L LLL LLLLLLL LLLLLLLL LLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLL LLLLLL LLLLLLL LLLLLLL LLLLLLL LLLLLL Fi o LLL _r�—_-_L l� �I-I�aL LJ III L��E� LLLLLLLLLII l l l I I i HIDDEN FROM VIEW J J-� LLLLL LLLLLL 3J_LLLL LLLLLL LLLLL _LLL -I /1/2 j1 II I!Jr 1 II Ill "7 NOTE: EXISTING IRRIGATION TO REMAIN. PROTECT IN PLACE. EXISTING IRRIGATION TO REMAIN. PROTECT IN PLACE. 7 r • •Ea, fYP 3/4' EXISTING WATE METER *16611101 • REMAIN. PROTECT I LACE. TE: SEE SHEET L-5.01 FOR PLANT LEGEND TFEES, PLANT, WALLS, SIDEWALKS AND PEFMANENT STRUCTURES OF ANY KIND INSTALLEDSHALL NOT BE FtANTED, BULT IN CVWD AND USSR EASEMENT OR RK IT -OF -WAY WITHOUTRRST CBTAINNG AN ENCROACHMENT FROM C3VWD. ti SCALE: 1" = 10'-0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL These plans have tern reviewed by the Coachella Valle, Water District it accorrance with Calder:tie Cavemernnt Code Section 55591 et see. reamInn efficient landscape and Irrigation design In cooperation with the local governing agoncy (City or Courtly). Approval of this drawing by CVV:'t) staff dces not constitute approval :o encroach into cistrict and USBR Rights.q.'-Way. Trees, plans, walls. and permanent structures of any kind may not bit planted or installed in CVWI) and USBR easarnonts or rightaofewary without first obtaining an encroachment permit (rum 9V-WD 1/4Cil Dale L40590 CVWD Plan N WATE T>.1EN'T- Re LANDSCAPE ARCHITECTS 73061 EL PASEO SUITE PALM DESERT, CA 9221 (780) 588-3624 FAX (780) 773-5615 E-MAIL: rga•rga-pd.cor W z 0 Q z _.J W Q z Cn O w cc Q z C� 0 cc cc °C 3 cr 2 CC C V m II- CO U 0 0 W cc (CS U 0 CC 0 0 SPECIFICATIONS SHEET BOOK JOB CAPTAIN: DRAWN: CHECKED PROD. NO DATE: SCALE: REVISIONS PER CITY REVIEW COMMENTS SHEET NO IN R L' R130 06/13/1 1'-10'-C NI 7/10/13 L DEVELOPMENT VICgDEPARTMENT 'Title: 'Company: !City: Water Efficient Landscape Worksheet Maron Residence APPLICANT INFORMATION Name of Project Applicant: Luke Taylor Designer RGA Landscape Architects Palm Desert Telephone No: Fax No: Email Address: Street Address: State: 760-568-3624 760-773-5615 Luke@rga-pd.com 73061 El Paseo, Ste. 210 CA 'Zip Code: SECTION A. HYDROZONE INFORMATION TABLE Irrigation Poit of Connection (P.O.C.) No. Controller No. A A A A A A A A A Valve Circuit No. 1 2 3 4 5 6 7 8 9 Plant Type(s) HW MW LW/MW MW MW LW/MW LW/MW LW/MW LW/MW Irrigation Method B D D B B B B D B Area (Sq. FL) 22 683 4147 900 400 300 600 3399 135 Total: 10586 92260 1% of Landscape Area 0.21 % 6.45% 39.17% 8.50% 3.78% 2.83 % 5.67% 3211% 1.28% 0.00% 100.00% Water Use Calculations Maron Residence Zone No Total Tree and Shrub Square footage Total Lawn Spray Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Number of plants by water use Very Low I - Low I Mod High I Total Conventional Landscape Recreational Turf 0 151 310 0 461 Site Info mation r 1 I 10564 1 0 I 22 I I 0 I I o I 1 1 1 1 % of Total Landscape 0.000 0.328 0.672 0.000 1.00 Maximum Applied Water Allowance Zone No. Eto 1 57.01 1 57.01 Plant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Eto Rant Spring Surrmer Fall -Winter TOTAL Value Factor 12.54 0.20 34.77 0.20 9.70 0.20 Plant/Irrigation System Type: Drip / Bubbler / Micro Spray Season Zonal Bo Rant Spring 'Summer 'Fall -W nter `TOTAL Value 12.54 34.77 9.70 Factor 0.50 0.50 0.50 Plant/Irrigation System Type: Drip / Bubbler / Micro Spray Season 'Spring I Sumner 'Fall -W nter 'TOTAL Zonal Eto Value 12.54 34.77 9.70 Rant Factor 0.80 0.80 0.80 Plant/Irrigation System Type: Spray Season Zonal Bo Rant 'Spring 'Sumner I Fall -Winter (TOTAL Value Factor 12.54 0.50 34.77 0.50 9.70 0.50 Plant/Irrigation System Type: Drip / Bubbler 1 Micro Spray Season 'Spring I Sumner 'Fall -Winter 'TOTAL Zonal Eto Value 12.54 34.77 9.70 Rant Factor 0.80 0.80 0.80 Water Adj Factor 0.5 0.82 Square Footage 0.00 3460.23 7103.77 0.00 Total Sq. Conversion Factors Ft. 0.62 10586 0.62 748 MAWA 748 250.12 0 0.62 748 0.00 250.12 Estimated Water Use I Zone 1 Area sq. ft. 3460 23 3460.23 3460.23 _ Zone 1 Area sq. ft. 7103.77 7103.77 7103.77 TOTAL MAWA Irr. Eff. Area 0.9 3460.23 2 Conversion Factors 0.62 I 748 Irri. Eff. 0.62 748 0.9 0.62 748 0.9 0.62 748 Irr. Eff. Area 0.9 ' 7103.77 Conversion Factors 0.62 748 Irri. Eff. 062 748 0.9 0.62 748 0.9 0.62 I 748 0.9 Zone Irr. Eff. Area 1 0.9 0.00 Area sq. ft. 0.00 0.00 0.00 0.62 0.62 0.62 0.62 Seasonal Plant Factor: Low Estimated Water Use 7.99 22.16 6.18 36.34 I 0.91 Seasonal Plant Factor: 3 Mod Estimated Water Use 41.02 113.74 31.73 186.49 Seasonal Plant Factor: 4 High Conversion Factors I Estimated 748 Irri. Eff. Water Use 748 0.9 748 0.9 748 0.9 Zone Irr. Eff. Area 1 0.75 0.00 Area Conversion Factors sq. ft. 0.62 748 Irri. Elf. 0.00 0.62 748 0.75 0.00 0.62 748 0.75 0.00 0.62 748 0.75 Zone Area sq. ft. 22 00 22.00 22 00 Irr. Eff. Area 0.9 1 22.00 Conversion Factors 0.62 1 748 0.62 748 0 62 748 0.62 748 Estimated Total Water Use 0.00 Seasonal Plant Factor: 3 Mod Estimated Water Use 0.00 Seasonal Plant Factor: 4 High Estimated Irri. Eff. Water Use 0.9 0.20 0.9 0.56 0.9 0.16 0.92 223.75 re-Ne. rrr��rie-- ( IRRIGATiflN_SC SYMBOL HEDULE MANUFACTURER/MODEL/DESCRIPTION O Rain Bird 1800-1400 Flood 1402 4 4 CIgph 2gph c c L. c C a A M Flood Bubbler on fixed riser PSI GPM 30 .5 Rain Bird Xeri-Bug Emitters 30 1-2 GPH Use XB-10PC-1032 Emitters on plants that are Low and Low/Moderate water use. Use XB-20PC-1032 Emitters on plants that are Moderate to High water use. See planting legend for Plant Water use requirements. Rain Bird XCZ-LF-100-PRF Drip Control Kit, 1" Low Flow valve, 3/4" pressure regulating RBY filter and 30psi pressure regulator. Toro FCH-H-FIPT Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs. Rain Bird PEB-PRS-D Electric Remote Control Valve with Pressure Regulator. Champion 1-400 3/4" x 1/2" Brass inverted nose garden valve hose bibb. Nibco T-FP-600 Class 125 bronze full ported ball valve, same size as pipe diameter. Rain Bird ESPBLXME WITH (02) ESPLXMSM4 and ETC-LX 16 station commercial controller mounted on a plastic wall mount. ETC-LX cartridge upgrades any ESP-LX series controller to an et/weather-based irrigation controller. Existing Backflow Preventer If there is not an existing backflow preventer, contractor to install FEBCO 825Y 1" Reduced pressure backflow preventer. 3/4" Existing Water Meter 1" Backflow Preventer Irrigation Lateral Line: PVC SCH 40 (SEE PLAN FOR PIPE SIZING) Irrigation Mainline: Pipe up to 1-1/2" to be PVC SCH 40, Pipe 2" and larger to be PVC Class 315. Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall be 2x Dia. of irrigation pipe to allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 18 inches beyond edges of paving or construction. Valve Callout NOTE: Valve Number Valve Flow Valve Size TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. L40591 CVWD Plan # RADIUS 0 0 DETAIL REMARKS J K L C E D B A O O O CVWD LANDSCAPE APPROVAL Datrir /2% These plans have been reviewed by the Coachella Valley Watt r District in accoreance with California Govcmonint Code. Section 65591 0l seq. requiring ettdent landscape and irrlgaton design In cooperation with the local governing agency (City or Counly). Approval et tas drawing by CVrA'U staff (Ices cot constitute approval re encroach inty district are USSR Rights -of --Way. Trees. plans, watts, and permanent structures of any kind may not bo planted or installed in CVWD and USBR easements or rigCh�toNf-way without first obtaining an encroachment permit frurn CS LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAID rga•rga-pd.com J a_ 0 (a� cc cc W U W cp W cc 0 cc SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO: DATE: SCALE: REVISIONS: PER CITY REVIEW COMMENTS 7/10/13 rtt4 m5r HtV1tW COMMENTS 7/18/13 SHEET NO: L BOOK RP LT R13O8 06/13/19 NIT. LT LT RECEIVED AUG 142013 CITY OF PALM DESERT PUBLIC WORKS DEPT Mmim pEVEL'l'PA4E,'1NT SERV C s ARTMENT WAss NPPLE (.TYP) 4 RACES GATE VALVE REDUCED PRE981FE BACKFLOW REENTER GATE VALVE TEST COCK (TYP) 4 PLACES STEAMER 14o IESFI MCRIL PFiE88UFE GAUGE TAP EL (0-200 F'S) 2 PLACES PLASTIC FACE) ELBOW (BRASS) Ft9_EF PORT RAH GRADE BRASS ELBOW ROW PFESS(IE SUPPLY LIE INTAKE BRASS NFFLE UNION PE'ESBIrE SUPPLY PVC SCH. 40 MALE ADAPTOR BRASS SSW NOTE t E DUPISJT TO BE MULLED AT A IMAM OF 12' FROM WALLS, BULDNGS, ETG 2 ALL ABOVE GROUND ASSEMBLY SHALL FtCBVE CNEU) COAT BOXY PRIER AID OEM COAT EPDXY PANT AS SELECTED BY ARCHfECT. DO NOT PANT LEVERS, TAGS, AND MOVNG PARTS. a w-e UNH IS NEXT TO BJLDING WALL, ETC, TEST COCKS AFE TO EE CN OUIWIE HYOID CONTROLLER —2' PVC SQ-I 40 OONDUT MD RTTNGS t 'ff \—WFES TO FEMOTE CONTROL VALVES LOCAL FOR 110 VOLT A BACKFLOW PREVENTOR B AUTOMATIC CONTROLLER LEGEND t RAN END XERE-SPRAY OR XERE-9JF ER OR XBRFBUG BABSION DEVICE (SEE FFIGATICNN ECUPIENT LEGEND FCR MODS_ 4). r r r Q2 RAN BID MODE IATE-FRA24 POLY R EX RBER (LENGTH AS REQLRED). a MULCH BED 4 Q 7. RN181H GRADE PVC ETINNG(8xsx112WO. RAN 3V MODS WM-050 POLY FLEX REEK ADAPiER PVC PPE (DEPTH PER SPECHCATICNS). K APPLIED EN13(OR EOUAL)12'X18' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. 3' MN L a = ' 'TILE-�+,CIIIIII'�!Flu I pOoi oW0��y �oOpo:' 000°Op° I PVC MAINLINE . /� \ PEA GRAVEL DRIP VALVE NOTE NS1ALL AT LOWEST PCN'T MD ND AND/OR AT ECF LATERAL ING APAS DER R'iSH GRACE PVC LATERAL LANE SEE RAN FOR WE AP. CEFCIH FLUSFNG END VALVE ELL BOX WiTH 1/2' PEA CRAWL APPLED en (CR EQUAL) ROUND PLASTIC BOX + COVBL COLOR TO MATCH SUFRRCUNDNG SOL USE LAVBEE R BOX FOR FCCL.AJED WATER APRJCAllcn. VALVE SEOLIENCE TO EE HEAT BRAND® ON LD OF EACH BOX RNSH GRADE USE CHFISTY'S TAGS OR EQUAL EOUNALENT TO INDICATE VALVE SEOUBJCE ON VALVE. CONTROL ZONE KIT RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE,100PESB VALVE, OKCHK100 BASKET FLiER AND PSI-M40X-100 PRESSURE REGULATOR) =L BOX TO BE PLACED AT FIGHT ANGLES TO HAFDSCAPE EDGE VALVE SEQUENCE TO BE PANTED ON EACH BOX C CNIECf WFES BY SODBRi4G TOCE-FFER+ WATER:WOOERS USE AN UL APPROVED UNDERGROUND WIRE SPLICE KR FNSH C;fTALE LAWN ARiEAS REM GRADE SH 4JB AREA* C ❑ C ❑ C ❑ ❑ ❑ ❑ ■ ❑ ❑ ❑ ❑ ❑ — FLUSHING END CAP MAX WIDTH 12' APPLED ERGO! EOJAL)125AB' RAMC BOX + CON9i W/ LOCK TOP MAR(® IRRIGATION CONTROL VALVE. CCLCR TO MATCH SIMOJNCNG SOL USE LAVENDER BOX FOR FECLANED WATER APPLJCATEN. OUR_ TYPE EXPAN- SION LOOPOM124') NON PFESSJRE LNE Rum PVC ID E PPE SOLENOID ROW ADJUSTLE Nf PEA GRAVEL GEL S CU. Fr) PVC SCR. 40 MALE PFE88UIE SUPPLY LIE RTRVG (EFL SPECIFICATION) PVC LIE PPE MNSCH 80 COWS N WIRE -CONTROL WIFE NOTES NSrALL canna VALVES MNMUM OF OFT. APART N EIRIE AREAS LN.ESS OTT•ERVASE NOTED. AUTOMATIC VALVE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ ❑ Irk I ❑ ❑ ❑ ❑ ❑ ❑ O Aih"\sitioLM PVC SCHEME 80 RSER PVC SCHEDULE 40 STREET B18 L PVC SCHEDULE 40 TEE OR 91 -I CLASS 200 PVC LATERAL RING ❑ ❑ ❑ ❑ TREE BUBBLER ❑ Y FILTER - RCV ❑ 000 1. ❑ ❑ — PRESSURE REGULATOR MAIN LATERAL LiNE VARIES SEE PLANTING SPACING ON PLANTING LEGEND EMITTER PIPE SIZING CHART 1/2" PIPE 3/4" PIPE 1" PIPE 1-1/4' PIPE 0 TO 181 TO 361 TO 841 TO 180 GPM 380 GPH 840 GPH 1440 GPH 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP HILL SIDE OF EACH PLANT. 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. M TYPICAL EMITTER LAYOUT DETAIL • Z4 AR'L ED ENS, (CR EQUAL) ROW PLASTIC BOX + COYT3i. COLOR TO MATCH BUFFEOUiDNG SOL RAN N D.G. AND GiEEN IN LAWN) ME LAVENDER BOX FOR FE AIED WATER APPLICATION. 18' D COVER MARLED FiRGATION t 2. a 4, .5, Q F�81H GRADE LAWN AFEAS FVIS]H GRADE %RUB AFEA PRESSURE SUPPLY LW (SEE SPEC.) PEA GRAVEL MUCURI) Ow BALL VALVE 118E ROE NPPLE -t. 'title. ..•r..-. I .. • BALL VALVE GENERAL INSTALLATION NOTES SPRINKLER NEGATION PLAN S DIAQtALMATIC FNAL LOQATION OF FFNQ ELL EIE DETERANECI AT TIE OF INSTALLATION. MNILIE AFC LATERALS SHALL BE PLACED N SALE TFENCH wiHJ PoSSELE ECIP►BsT SHOWN N PAVED AFEAS IS FOR DEMON CLA IFICATCJ CNLY ND 1111HN1- It METALLED N PLANTED AFEAA N STALL ALL ECIFaENT AS SECAIN N DETA 'E ALL EOIwYBJT FEQI/: D OUT NOT EFECFED ON ThE DRAWNQ SHALL BE PROVIDED BY TIE FFFQATON CONRRAC'TOR ALL EQUIPMENT SHALL BE !STALLED ED N ACCCFDANCE WITH IAAMPACTURERS NSTRICnallo NC EECFRCATONS ONG:F OW PROTECTiON LNT(uI SHALL BE IWTALI. N ACCORDANCE WITH LOCAL CODES FFFGATION OOMRACTOR SHALL S= FEEPON®.P FOR PFbPET WOIJOIIMFP RUING NSTALLATKNL ALL MANSE PPNQ SHALL HAVE A IAMBS OF 1f cOVER (24 DOGE ROADS MO SPEEDS, S, AND 24 F RIMIER FNQ SEALED PPE). ALL LATERAL Pale SHALL EE TRENCHED A 6f1AM OF 12 C. ALL CCNTIOL WEE QONQ LRE ER CRVEWAYS NO STEERS SHALL BE SLEEVED N A PVC PPE LATE IAL PPNQ QONQ LIMIER CRVEWAYS MC STREETS SHALL FE SCHEDULE 40 PVC. 7, ALL VALVE OQ1TROL WIFE SMALL BE NsrAU ED N SALE TEEM!' WITH MANSE VA -WEEVER POSSE Ale SMALL BE SOW COPPER, AWQ ON TYPE UP, DFECT BURIAL WFE, UEI NQ S4APTTE OR SCOTS+LOC WIPE COMEGTO}ffi Q a n n ALL WENCH BOAC RLL SOL SHALL BE OL EAN, FREE OF ROCKS, TEASE GLASS, SOLVENT AND CELERY °OWNS RS MAD RAGS. CONTRACTOR SMALL COMPACT ALL TFE NCFES TO A DENSITY EQUAL TO TFE LNDIgTURIED SOL AND SHALL BE: FEEPONNBLE FOR THRONG ANY E£TTLED THE NOSES BACC TO MEN GRADE CONTRACTOR SHALL FLUSH ALL PPE LIES PROP TO NSTALLNQ WHEELER MAIDS CONTRACTOR SHALL INSTALL VALVE BO)ES AT GRADE OVsi ALL ELECTRO VALVES NC INSTALL ANT-ORAN VALVES AS NECESSARY TO FFEVENT LOW HEAD DRAINAGE EROSION OR DAMAGE CONTRACTOR SHALL ADJUST ALL SPRICLEiB ANC VALVES FOR PROPEL OPERATOR ANC COVERAGE. SF'FfaQsil ALONG SWEET CARING MC DRIVEWAYS SHALL EE SET BACK IF FICHES PER CVWD. ALL SI'ROO.ERS SHALL I£ AGx18TED SO THAT NO WATER is THfOWN ONTO aSTRUcTISIES CR NATURAL. MOOD MA,SC1W WA S, No OVERGROW IS PER SITED ON HAFESCAPE Sleeving Trenching .;: 24" Min. Or Per Specs 2' SECTION / ELEVATION 90% COMPACTION REQUIRED — SEE SPECS 0 TRENCHING/SLEEVING DETAIL IRRIGATION HEAD TYP. (SEE IRRIGATION LEGEND FOR SPECS) SEE DETAIL (THIS SHEET) FOR BUBBiE1R OR XERI-BUBBLER DETAIL PLACE IRRIGATION HEAD AT EDGE OF PLANT PIT, L TREE, PALM TRUNK ROOT BALL FINISH GRADE PLACE IRRIGATION HEAD ADJACENT TO ROOT BALL 18' r N TYPICAL TREE/PALM IRRIGATION DETAIL Nonoivi FMK GRADE L E 12 1S. 14, 16. • ❑ EIPPLH)BKL(cREaIALMFE W RAM Box +COJEf W/ LOCK TOP MAR® III QA11CN CONTROL VALVE c cR To MATCH aUfEta NYIQ 8CL LEE LAVBDER BCb( FOE MOANED WATER AFPucATIGI QUICK COUPLER VALVE • 120 VOLT POWER FOR CONjFiOLLEROM E TO EE PROVIDED EY OTTERS ON A SEPARATE CUTOUT SPEAKER IR ICAT1ON CONTRACTOR SMALL BE RENFONSELE FOR IAAKNQ CONFECTIONS TO CONTROLLER CONTROLLER FINAL LOCATION SHALL BE CETB#SED BY OWNERS AUTHORIZED REPFEEENTATNE RONALD QEQCRf ASSOCIATES, NC. SHALL APPROVE ALL WELD DESIGN CHANGES DUE TO SITE PLAN MD LAICSCAAPE PLAN CHANCES TO GUARANTEE 100% R'RMQBi COVERAGE OR THE IRiQATEON CONTRACTOR SHALL ASSIE FILL.__O. 'IY. "DRAW Q EQCFtf ASSOCIATES, NC SHALL NOT BE PEESP NS LE FOR II/PROPER OPERATION CF SYSTE.I DUE TO CONTRACTOR NOT FOLLOWNQ PLAN PPE flE OR INADEQUATE STATIC PREMISE OR WIELD DESIGN CHANCES WITHOUT APPROVAL RONALD OIEQORE AESOCIATES, INC. IS NOT FEEPONEELE FOR EFROR_ N NETALLATON IF THEY HAVE NOT el FETANED FOR NSTALLATION OBSERVATION 18, LANDSCAPE CONTRACTOR SHALL REFER TO SPECFICATONs FOR DETAILS, STANDARDS of MATERALe AID wORCYAnat'. t SPECIAL NOTee San *PRAY HEADS ON A RIDER WLL ONLY BE PERAFTTED TEXT TO A WALL, A F@NCE CR OTHER MCA WFEE T1-EY AFE OUT OF CLEAR YEW. AN APFRCFia4TE HEIGHT PROP -IS !PROWLER SHALL E£ NSrAP P m AD.SSENT TO ALL WALKS, DRVES, PATIO AMES MD ALL ARILS PEDESTRIAN TRAFFIC. FNAL INSTALLATION N LAWN SEALA_ BE FLUSH AID N SHRUB REDS ONE NCH ABOVE GRADE NOTE: I Hits PLANT WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RIGHT-OFWAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. KEYNOTES 1. HARDSCAPE (TYP)/FINISH GRADE 2. CLEAN BACKFILL — 90% COMPACTION 3. SAND (TYP) 4. NON —PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/N'ON PRESSURE LATERAL 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE). CVWD LANDSCAPE APPROVAL These plans have be( n reviewed by the Coachella Valley Water District in axorcunce with CalilornIa Covm^onmt Code. Section 85591 et sera. ragU ling efficlen; landscape and Irrigation deslgri In cooperation with the local governing agency (City or Courtly). Approval of this drawing by CVNVU staff does rot constuute approval to encroach info Cistd-GI anti USSR Nokia-pi=Way. Trees. plans. walls, Hid pormanent structures at any kind may nol bG planted or ins(ellcd in CVWD and U881( WIsemrants or rig hWrf way without first obtaining an encroachment perrnil from ` 1/2gt/— Date iAlhTf, he AlKi' i"r1FP6 RTh.1�IaT L40592 LANDSCAPE ARCHITECTS, 73061 EL PASEO SUITE 2 PALM DESERT, CA 9226E (760) 568-3624 FAX (760) 773-5615 E-MAIL: rgai r'ga-pd.corn J a Z `.— W O Co Z W O cr la Z Q 0 ■ ■ ft U Lai LL/Z/� 0 Z 0 Z U 0 Q 0 cr W U i 0 r0 cc 0 CV (0 SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO DATE: SCALE: REVISIONS - PER CITY REVIEW COMMENTS BOOK C RF LT SHEET NO: L R13( 06/13 7/10/13 • J DRIP EMITTER L END SELF FLUSHING VALVE • CVWD Plan 4 PMEhIT SE VIC S DEPAFtTIV:ENT OWNER'S IRRIGATION WORK RESPONSIBILITIES 1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL IRRIGATION EVALUATIONS. 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 SUPPORT EVALUATION ROLE TO THE OWNER (JOB STUPERINTENDENT), PROVIDING INTERPRETIVE ADVICE ONLY, IN ACCORDANCE WITH THE EVALUATION SCHEDULE. 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS -OF -WAY, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE FACTS. 3. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. IT IS THE OWNER'S (JOB SUPERINTENDENTS) 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 SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. 4. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENT SHALL BE DECIDED CONCURRENTLY BY THE OWNER (JOB SUPERINTENDENT) AND OWNER. IRRIGATION GENERAL INSTALLATION NOTES 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 PAVED AREAS IS THERE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN ADJACENT PLANTED AREAS. 2. INSTALL ALL EQUIPMENT AS SHOWN IN DETAILS. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 4. BACKFLOW PROTECTION UNIT(S) SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 5. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. ALL MAINLINE PIPING SHALL A MINIMUM OF 18" COVER 24" UNDER ROADS AND STREETS, AND 24" IF RUBBER RING 6. MAIN IN P I H HAVE( SEALED PIPE). ALL LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. ALL CONTROL WIRE GOING UNDER DRIVEWAYS AND STREETS SHALL BE SLEEVED IN A PVC PIPE, WITH 18" OF COVER. LATERAL PIPING GOING UNDER DRIVEWAYS AND STREETS SHALL BE SCHEDULED 40 PVC, WITH 18" OF COVER. 7. ALL VALVE CONTROL WIRE SHALL BE INSTALLED IN SAME TRENCH WITH MAINLINE WHEREVER POSSIBLE AND SHALL BE SOLID COPPER, AWG #14, TYPE UF, DIRECT BURIAL WIRE, USING SNAPTITE OR SCOTCH-LOC WIRE CONNECTORS. INSTALL 2 WIRE SYSTEMS PER CONTROLLER MANUFACTURER SPECIFICATION. 8. ALL TRENCH BACKFILL SOIL SHALL BE CLEAN, FREE OF ROCKS, TRASH, GLASS SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENSITY EQUAL TO THE UNDISTURBED SOIL AND SHALL BE RESPONSIBLE FOR BRINGING ANY SETTLED TRENCHES BACK TO FINISH GRADE. 9. CONTRACTOR SHALL FLUSH ALL PIPE LINES PRIOR TO INSTALLING IRRIGATION HEADS. 10. CONTRACTOR SHALL INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANTI -DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE. 11. CONTRACTOR SHALL ADJUST ALL HEADS AND VALVES FOR PROPER OPERATION AND COVERAGE AS SPECIFIED ON THE IRRIGATION LEGEND. HEADS ALONG STREET CURBING AND DRIVEWAYS SHALL BE SET BACK 18" FROM INSIDE FACE OF CURB. ALL HEADS SHALL BE ADJUSTED SO THAT NO WATER IS THROWN ONTO STRUCTURES OR MASONRY WALLS. NO OTHERTHROW IS PERMITTED ON HARDSCAPE. 12. 120 VOLT POWER FOR CONTROLLER(S) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING CONNECTIONS TO CONTROLLER. CONTROLLER FINAL LOCATION SHALL BE DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13. RGA LANDSCAPE ARCHITECTS, INC. SHALL APPROVE ALL IN -FIELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE DESIGN COVERAGE OF HEADS OR THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE IRRIGTION COVERAGE. 14. RGA LANDSCAPE ARCHITECTS, INC. SHALL NOT BE RESPONSIBLE FOR IMPROPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PIPE SIZING OR INADEQUATE STATIC PRESSURE DUE TO IN -FIELD DESIGN CHANGES. 15. RGA LANDSCAPE ARCHITECTS, INC. IS NOT RESPONSIBLE FOR ERRORS IN INSTALLATION. PROPER INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR. SPECIAL NOTES 1. SPRAY HEADS: SHRUB SPRAY HEADS ON A RISER WILL ONLY BE PERMITTED NEXT TO A WALL, A FENCE OR OTHER AREA WHERE THEY ARE OUT OF CLEAR VIEW. AN APPROPRIATE HEIGHT POP-UP HEAD SHALL BE INSTALLED ADJACENT TO ALL WALKS, DRIVES, PATIO AREAS AND ALL AREAS ADJACENT TO PEDESTRIAN TRAFFIC. FINAL INSTALLATION IN LAWN SHALL BE FLUSH, AND IN SHRUB BEDS ONE INCH ABOVE GRADE 2. CONTRACTOR SHALL PROVIDE TWO EMITTERS/TREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR ALL TREES. POP-UP SPRAY SPECIFICATIONS: LAWN: 2" OR 3" POP-UP BODY IN STANDARD TURF ANNUAL COLOR: 6" OR 12" POP-UP BODY SHRUBS: 6" OR 12" POP UP BODY GROUNDCOVER FROM FLATS: 3" OR 4" POP-UP BODY FOR LOW GROWING TYPES, 4" OR 6" POP-UP FOR TALLER TYPES NOTE: GROUNDCOVER SPECIFIED AS ONE GALLON SHALL BE PLANTED PER THE SHRUB DETAIL GENERAL NOTES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL COMPOSITION. "HOT' SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND PLANTING SECTIONS. EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND EXCESS WATER RETENTION IN PLANTING AREAS. 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, AMENDMENTS, COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT. THE SOILS REPORT IS HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. 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. 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. 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. 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. CONTRACTOR IRRIGATION WORK RESPONSIBILITIES 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY AND/OR STATE CODES, REGULATIONS AND RULES. 3. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. 4. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER (JOB SUPERINTENDENT) 5. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO METER (P.O.C.) AT EACH POINT OF CONNECTION.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE INSTALLATION OF THE METER, IF APPLICABLE. 6. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE, BY STAKES OR OTHER MEANS, ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT). 7. INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFICATION OR REVISIONS OF THE 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. 8. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS, ARE DRAWN SCHEMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM, AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE THAT THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS, AND EXISTING UTILITIES. 9. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS WHERE APPLICABLE. 10. AS -BUILT: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE "AS -BUILT' RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL INSPECITON, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "AS -BUILT' SET, AND FIELD STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION, TO A CLEAN PRINT, PROCURED FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS. 11. WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 12. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THIS SHALL BE ON THE CONTRACTORS LETTERHEAD WITH HIS STATE LICENSE NUMBER. 13. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER (JOB SUPERINTENDENT), AS PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL INSPECTION: A. AS -BUILT PLANS, AS PER NOTE 10 ABOVE. B. THE ORIGINAL OF THE GUARANTEE LETTER. C. THE ORIGINAL OF THE CERTIFICATION LETTER. D. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. E. TWO SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING, ADJUSTING, ASSEMBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. SCOPE OF IRRIGATION WORK 1. BASE SHEETS WERE DERIVED FROM PLANS PREPARED BY: Kristi Hanson DATED: 3/20/13 REVISED: TITLED: _1222_Site Plan 2. WATER INFORMATION WAS OBTAINED FROM: MR.- Robert Avenia OF: CVWD DATE: 6/11/13 PSI 75 GPM 3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURERS RECOMMENDATION. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS APPROVED IN WRITING BY OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 4. ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTERNATE ITEM INDICATES ONLY THAT IT APPARENTLY MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE BASIS OF THE INFORMATION SUBMITTED, AND DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY FOR THE EQUIPMENTS SUCCESSFUL OPERATION. 5. CONTRACTOR'S GUARANTEE: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. 6. MAINLINE PIPE: PRESURE MAINLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALL BE PVC CLASS 315. PRESSURE MAINLINE PIPE 1-1/ I I " AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND 2 HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE 1 PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785. 7. SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 40 1-2 II-K NSF APPROVED, , CONFORMING TO ASTM TEST PROCEDURE D2466. 8. 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, TYPE, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS D1784. 9. STEEL PIPE: GALVANIZED STEEL PIPE SHALL NEVER BE USED. 10. CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT- BURIAL, PLASTIC- COATED COPPER WIRE AWG-UF A600 VOLT UL APPROVED. MINIMUM SIZE IS #14 AWG BURIED 18" BELOW GRADE USE DIFFERENT COLOR PILOT WIRE FOR EACH CONTROLLER. COMMON WIRES SHALL BE WHITE WITH A DIFFERENT COLOR STRIPER FOR EACH AUTOMATIC CONTROLLER.TWO WIRE SYSTEM SHALL BE INSTALLED PER CONTROLLER MANUFACTURE INSTRUCTIONS. 11. WIRE TRENCH: WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES WHEREVER POSSIBLE. WHERE MORE THAN ONE (1) WIRE IS PLACED IN A TRENCH, THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 12. EXPANSION CURL: AN EXPANSION CURLSHOULD BE PROVIDED FOR EACH ONE HUNDRED (100) FEET OF WIRE LENGTH. 13. WIRE SPLICES: ALL SPLICES SHALL BE MADE WITH SCOTCH-LOK #3577 CONNECTOR SEALING PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL. USE ONE SPLICE PER CONNECTOR SEALING PACK. 14. TRENCHES- DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. 15. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTILL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. 16. STREET: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, IT SHALL BE DONE AND REPLACED TO MATCH EXISTING CONDITIONS TO THE OWNER'S (JOB SUPERINTENDENTS) AND CITYS' SATISFACTION, BY THE CONTRACTOR, AS PART OF THE CONTRACT COST. 17. SLEEVING: ALL WIRE, PRESSURE AND NON -PRESSURE PIPE INSTALLED UNDER CONCRETE OR ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 SLEEVES, TWENTY-FOUR INCHES (24") BELOW ROAD BED, OR 18" BELOW DRIVEWAYS AND WALKS, THEN BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. SLEEVING SHALL BE A MINIMUM OF 1.5 TIMES THE DIAMETER OF THE PIPE GOING THROUGH THE SLEEVE. 18. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. 19. CONTROL VALVES: INSTALL EACH CONTROL VALVE IN A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE INCHES (12") BETWEEN VALVES, AND A MINIMUM SIX INCHES (6") FROM ANY WALK OR STRUCTURE. 20. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT). 21. SPACING OF HEADS SHALL BE PERPENDICULAR TO FINISH GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 22. ALL HEADS SHALL BE SET PERPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 23. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATIONS FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO THE START OF ANY PLANTING. 24. CLARITY OF DESIGN: NO IRRIGATION EQUIPMENT SHALL BE LOCATED OFF -SITE; NO VALVES SHALL BE LOCATED IN CONCRETE. ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS AS BEING EITHER OFF -SITE, WITHIN THE STREET, IN PAVED AREAS OR UNDER HARDSCAPE ARE SCHEMATIC. INSTALL THESE LINES, VALVES AND WIRING RUNS IN PLANTING AREAS EXCEPT WHERE IT IS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE. IRRIGATION FIELD EVALUATION SCHEDULE (IF REQUESTED BY OWNER) 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND 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 REQUESTED EVALUATION. CONTINUED WORK WITHOUT EVALUATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERIENTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE EVALUATION FORTY-EIGHT (48) HOURS IN ADVANCE. 2. CONTRACTOR ORIENTATION/PRECONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS SCHEDULING AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, 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 SITE CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 4. IRRIGATION MAINLINE AND PRESSURE TEST: THIS EVALUATION IS FOR THE PURPOSE OF REVIEWING MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUBTAINED HYDROSTATIC PRESSURE OF 150 POUNTS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB SUPERINTENDENT) AND CITY INSPECTOR TO MANUFACTURER'S ACCEPTED TESTING PROCEDURE AND APPROVED IN WRITING BY THE CONTRACTOR, PRIOR TO BACKFILLING ANY TREANCHES. CONTRACTOR SHALL FURNISH FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT. 5. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT ASSEMBLIES. 6. IRRIGATION COMPLETION AND FINAL COVERAGE TEST: THIS EVALUATION IS TO ENSURE CONFORMANCE OF ALL 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 OPTIMUM PERFORMANCE AND TO PREVENT OVERSPARAY ONTO WALKS, ROADWAYS AND BUILDINGS, ETC., PRIOR TO THIS EVALUATION. THIS MAY INCLUDE CHANGES IN EMITTERS, NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION. NOTE: TREES PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in axomance with California Cavcrnernnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design In cooperation with the local governing agency (City or County). Approval or this Sawing by CVWD staff dces ref constitute approval to encroach into cisbtet and USSR Rights-pf-Way. Trees, plans, walls, and permanent structures or any kind may nalbe planted or installed i.n CVWD and USER easements or right-of-way without first obtaining an encroachment permit Inas 7/29 Dale / 44'ATE MAN GEu1E DEPARTMENT RC\ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SURE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rgaerga-pd.com 0 F um__ U W Co 0 F- cc cc cr/Z/� 0 2 CMS W W CA Oz Z0 W lin- �'n V W®W Z ® ® 1� L /Q/� m W I.L. 5Q W/� It Y U 0 CC ` V o SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO DATE: SCALE: REVISIONS: SHEET NO: L BOOK LJ RP LT R13O8 06/13/19 EN INIT L40593 CVWD P an 4i 1 0 / / — / see e 0 0 0 LLIL____IIII' EX,d EE LILIIIL-LIIIIIII LIIL ILLLLII_IIIII IL_IIL_IL I_LLLL ILLI_LLIIIIL-I LLLIIL LLLL I I I I LI I I I LTIi ro MATcH I_t_ILIILIIL II.iT�:oi`,p _ I i L i_ . I I I L IIL_IL L_IIIIII I i-. LLLLALLL LLLLLLIILL I • I• es EXISrING LOT 2 INISI"t FLOOR _ "i(j= 2:3 �/i -(09L; -(f9L) (29z) SEATING WALL W G;ANT ='RA S TO. T)+1n41> �_s—_Ii IlLl_IL ! I / /8 t 1 �y e\/ // ` --r \ ,�/ 1 i/ / .�—� 1 N/ I I L_L -I I I_, T.) 5ELvii1 LI APPROVED' PAC "I62,4 IS' Fi1C4H SEAT WALL. l t /; IIII / II �P Gt :a - _ re 71 41 I, II III III eTh I /' hi i �. /. I ,� d / j \\ �f_.—tj1_l� 1 r / fI I f''r gi I INN 1 -- , ; _ »f , I e e ,, 1 u --� to i ' \--t �-- -1- �� /J t -r , f�/ i14 I 6.6%. N EXISTING TO REMAIN ' - - -r/ ir rT • E`. r I — ---I?.' 4IGM POT $lI►L ' I �•� - 2 ,ICE =A✓ERO j riva. ! ' /' / PATIO NEIi1 ?AVER Dp2IVFW4r dr 1 lam-J� _ @�I it misfit PCr a!-IEL!- stJI NOTE: T E NOTE ALL TREES TO BE SINGLE L TO REMAIN. PER ARIZONA NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BULT IN CVWD AND USER EASEMENT OR FIGHT -OF -WAY WITHOUT FIRST OBTAWNG AN ENCROACHMENT FROM CVWD. r-EXISITNG WALL NT LEGEND s djal \. Eo J SCALE: 1" = 10 -0" GRAPHIC SCALE 30' 20' 10' 5' 0 CVWD LANDSCAPE APPROVAL 7/�`f Delo L40594 CVWD Plan H These plans have been reviewed by the Coachella Valley Water District in acoroance with Calilornia Govcmonlnt Code, Soclion 65591 el seq. requiring efficlen" landscape and Irrigation design In cooperallnn with 1he local governing agency (CiLy or Caunly). Approval of this drawing by CVWO sicf dues not commute approval to encroach into cisuicr and USER Right;--of--Way. Trees, plans. walls. and permanent structures of any kind may nol bo planted or installed in CVWD and t)SBR easninon or rightnaf•way rmithnul first obtaining an encroachment permit from D ENT DEPA1 E J VI DEPART ENT RCA LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3824 FAX (760) 773-5615 E-MAIL: rgaa'ga-pd.com cc 0 V m a W oe Uz Z0Q Wz U 1—WI- Wow coo Z 0 Q cc W < W U 0 0 CC CV H 000 B t2 SPECIFICATIONS SHEET ■ BOOK JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO DATE: RP EW R1308 06/13/19 SCALE: 1'-10-0' REVISIONS INfT_ A PER CITY REVIEW \COMMENTS 7/10/13 A: SHEET NO: 040 LT r-r-r ^^re-- � /��i-���/ /- ���i-i-����er. rrrrr-�r rrr�rr CC 0 PLANT SCE-EDULE 1 TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS 1\ \ DWARF CITRUS CITRUS 24"BOX MOD 0.5 1 DWARF 1 0 ) C. H PARKINSONIA PRAECOX PALO VERDE EXISTING .02 LOW 2 RELOCATED PALM TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS _,' CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM 36"BOX MOD 0.5 17 1 (\ " J BL /l CPU \ CHM WASHINGTONIA FILIFERA CALIFORNIA FAN PALM EXISTING .05 MOD 3 RELOCATED WASHINGTONIA FILIFERA CALIFORNIA FAN PALM HTS 8'-24 .05 MOD 12 SKINNED SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS AV AGAVE VILMORINIANA OCTOPUS AGAVE 15 GAL LOW 0.2 4 BOUGAINVILLEA X 'LA JOLLA' BOUGAINVILLEA 5 GAL MOD 0.5 50 CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 5 GAL LOW 0.2 8 CHRYSACTINIA MEXICANA DIMIANITA 5 GAL MOD 0.5 24 ) ( LC LANTANA CAMARA 'CONFETTI' CONFETTI LANTANA 5 GAL Mplay 5 11 SR STRELITZIA REGINAE BIRD OF PARADISE 5 GAL G MOD 0.5 /2\ ) 19 ) TEC TECOMA STANS YELLOW BELLS 15 GAL LAWJ2_: 0.3 / TJ TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL MOD 0.5 151 ACCENTS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS AG AGAVE GEMINIFLORA CENTURY PLANT 15 GAL LOW 0.2 8 AW AGAVE WEBER' WEBER'S AGAVE 24"BOX LOW 0.2 11 C O ( AGB (` AGAVE X'BLUE GLOW BLUE GLOW AGAVE 5 GAL LOW 0.2 19 1) AVB ALOE VERA MEDICINAL ALOE 1 GAL LOW 0.2 9 / (` DL DASYLIRION LONGISSIMUM TOOTHLESS DESERT SPOON 15GAL-24"BOX LOW 0.2 24 ) l` DW DASYLIRION WHEELER! GREY DESERT SPOON 15 GAL LOW 0.2 21 ) ` HP HESPERALOE PARVIFLORA RED YUCCA 5 GAL LOW 0.2 42 ) 1 GROUND COVERS BOTANICAL NAME CET CERASTIUM TOMENTOSUM VINE/ESPALIER BOTANICAL NAME BBK BOUGAINVILLEA X 'BARBARA KARST' GROUND COVERS BOTANICAL NAME I COMMON NAME I SNOW IN SUMMER COMMON NAME BARBARA KARST BOUGAINVILLEA COMMON NAME SIZE WATER USE QTY REMARKS 5 GAL MOD 0.5 16 SIZE WATER USE QTY REMARKS 15 GAL MOD 0.5 ll 1 1 WIRE TO WALL I 1 CONT USE SPACING QTY REMARKS ANNUAL COLOR SEASONAL SEASONAL FLOWERS 4"POT HIGH 0.8 12" 22 AC PLANTIING BED TO RECEIVE 3"-4" AGROMEND SOIL CONDITIONER MIXED INTO THE TOP 6" SOIL ❖.❖.❖ •. ARTIFICIAL TURF TO BE SELECTED BY OWNER - 879 SF \ C \l 1 I INORGANIC MATERIAL QTY REMARKS 1 RAKED EARTH IN ALL SHRUB PLANTER AREAS - - COBBLE. TO BE SELECTED BY LANDSCAPE ARCHITECT. - - 'SURFACE SELECT' BOULDERS. 3'-4' DIA. (SEE PLAN) AVAILABLE AT SOUTHWEST BOULDER AND STONE. 3' - 198 BURY 1/3 IN THE GROUND 4' - 66 '/ - STEEL HEADER. 6", 14 GAUGE, COLOR BROWN. INSTALL PER MANUFACTURERS SPECIFICATIONS. J POT SCHEDULE SYMBOL POT A POT B DESCRIPTION DIA 18" 089- CLOUDBACK, DIA 30" 089- CLOUDBACK, COLOR: CAST IRON COLOR: CAST IRON PRODUCT BY TAP 800-426-6471 QTY DETAIL 4 10 am✓ �✓ /✓✓✓✓�✓��._� �✓ /J LIGHTING SCHEDULE S\Ir'1, OL DESCRIPTION V Name LARGE ACCENT LIGHT KITCHLER 15742 PATH LIGHT KITCHLER 15805 LED SHALLOW SHADE - SMALL A design only made passible by today's I Ft) technology, this fixture will surely captivate its audience with its unobtrusive styling. Coordinates with Me 15806. Ordering. Guide 15805 BKT- Textured Black Housing Cast Aluminum Finish Light Source Power Usage at12VAC Input VA & Watts Operating Voltage Range Textured Black InlegratedIHisandi]nve 2950K(-15U/+175),HighCRI 5.BVA 4W Multiply fixture VA by flip number DI tlxture s used W determine sir of uansformer 9V-15VAC)DC Wiring Mounting Accessories Included Optional Mounting Accessories. 30" of useable #18-2, SPT-1W leads. Cable connector supplied. 8" In -ground stake 15601 -Surface Mounting Flange 15607 -Surface Mounting Bracket Incandescent Option Notes 15805 23.8' NA Not for use with electronic transformers. 4 Fixture Photon,etrc It ) 23.E 212 121 5.2 150 23 1 11 Of. DESIGN PRO LED ACCENT 1 tiff Sport 15722135'lfopdt (ag-WUk flood) 4 sw AZT, 68n, aKi n with Optional snop-on cow) le UWITUGHTE AhrMiliscrithotprmithmse-sussied arisk, ATEA iaaA aer, C. iw. tiPt18i34431wuvr-.Ptivaleraut 1188712111H'g.1,x1etr 5:7wi-1 , iiiipps 32,15T43 • 15741 15742,157A1 15751 I5752.15753 YA 53.22 .Arno i.t iW TS' 1K1Ss 751t17a11 124 11k]ytY.`a'arelator rttintereferairSterrilZatemssistroolsamitrthr vc jy et: :bIo ?4Ri0ti'en 3111A141 ;HLER' 1 15742 TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHNG WITH $DE BRANCHING TO REMAIN. PER ARRONA NURSERY STANDARDS. 15847-2f is QTY DETAIL 29 7 15741 It)' spot) 157421 5' hood). 15743(130' wode(loud) 8512551,1311R (untenr 11 OKT sit�laes ,mpmearatirarxsl. x'mtra =Liu 41-4t usi a. p45Wpzi85Ww 15703A212•840R tit cmwtret as1124W sue Fr484-sten13..t i=Zrer+lmres we VIP Stat 15704 MP. PAPPL 4CCMln uebndn 1242e crs hutshtislumeldisezentrAtiois teaess421 w- f,lu,;pl OlturieRrus *Ilti4 =.,., 1'035 Pia fir sag min 4;085E t S55o(7HJ Fm ax.r>h 124N:�'0 153281710 Faus¢'Mpt124i1 iris NOTE: TREES, PLANT, WALLS SDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BOLT IN CVWD AND USER EASEMENT OR FIGHT -OF -WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. antsiwrirtsrimi r158571188Att 143140141(41m:r is i DES i CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water District in accoraance with California Grrvemonlnt Code, Section 65591 et sec. renisring efficient landscape arid Irrigation design In cooperation with the local governing agency (City or County). Approval of this drawing by CVVVD staff does not constitute approval to encroach into District and USSR Rights-s-Way. Trees, plans. walls, and permanent structures of any kind may not bp planted or installed in CVWD and USSR easements or right *•way without First obtaining an encroachment permit Item 7/2-Cit //3 DAtE Hf L40595 EPARTMENT piVELbPPMEN 5E Vlt WArRTNE f LANDSCAPE ARCHITECTS, II 73061 EL PASEO SUITE 211 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rgaerga-pd.com W 0 W 0 Co W cc 0 cc red 1.1.E 0 cap W co 0 Z Q 0 0 0 cr W 1.1.E U 0 MM0 0 W SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO DATE: SCALE: REVISIONS PER CITY RgEVEW PgA Rie 7/10/13 L V ftVICVV COMMENTS 7/18/13 L BOOK LI RP CC R1301 06/13/ SHEET NO: in CVWD Plan # D efi CUT OFF TOP SECTION OF STAKE DAMAGED BY HALOAERIFIG TREE TRUNK CINCH TES OR EQUAL AROUND TRUNK AND POLE (1)-2' BY 2' BY D'-0' HT. REDWOOD STAKE OR LODQEPINE POLE WATER BASIN PLANT TOP OF ROOT BALL SLIGHTLY ABOVE SOIL LEVEL 4 FLASH GRADE ROOT BALL BACCFLL MIX: (SEE SPECS.) UNCEIU ETED NATIVE SOL PLANT PIT 2 TIMES AS WIDE AS ROOT BALL NOTE:PLANT PIT AS DEEP AS ROOT BALL 1 ALL NATIVE TREK AND SHRUBS TO BE BACCRLLED WITH NATIVE SOIL ONLY. r NOTE: STAKE DETAL ONLY APPLIES SINGLE STAKE TREE DETAIL 5 + 15 GALLON TAMP + WATER -SETTLE WILE PLANTING SEE HEIGHT OF PALM NOTE: 1 ALL NATIVE TREES AND SHRUBS TO BE BACKRLLED WRH NATIVE SOIL ONLY. PALM TREE DETAIL TO STANDARD TRUNK TREES. i T 1 KEEP SOL MOST, NOT WET 11=r CUT OFF TOP SECTION OF STAKE DAMAGED BY HRVINQ TREE TRUNK CINCH TIES OR EQUAL AROUND TRUNK AND POLE (2)-2' BY 2' BY 10'-0' REDWOOD STAKES OR LODGEPNE POLE WATER BASH. RNSH GRADE ROOT BALL BACCFLL MIX: (SEE SPECS.) \4' UCSTUHBED NATIVE SQL - PLANT PIT 2 TIMES AS WIDE AS ROOT BALL PLANT PIT AS DEEP AS ROOT BALL NOTE: 1 ALL NATIVE TREES NC SHRUBS TO BE BACKRLLED WITH NATIVE SOIL ONLY. y i UNDISTURBED NATIVE SOL VARES F 12' PAST WE BOTH SDES TYP. / I m NOTE STAKE DETAL ONLY APPLES TO STANDARD TRUNK TREES. DOUBLE STAKE TREE DETAIL 24' BOX HORIZONTAL PLANE WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL Wig TYP. PLANT PIT DEPTH OF ROOT BALL PLANT PIT 2 TIMES DIA. OF ROOT BALL ALL NATIVE PLANTS SHALL BE BACKFLLED WITH NATIVE SOL ONLY SOL MIX FOR SUB -TROPICAL% 2/3 NATIVE SOL 1/3 KELLOCE NITROHUMUS SHRUB PLANTING VINE ESPALIER DETAIL aOULDER 2/3 FINISH GRADE 1/3 % / J /\/\\/i � sue GRADE NOTES: - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS - PLACE AS NEAR AS APPLICABLE TO PLAN, EXACT FINAL LOCATION TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. BOULDER DETAIL 1 'SDEWALK/PAVING S-0' OR LESS CP0° BUILDING —m47 t°A_ aeo WEAR ROOT BARKER LB 18-2 BY 'DEEP ROOT OR EQUAL INSTALL PER MANUFACTURED SPECS. NOTE ROOT GUARDS SHALL NOT BE INSTALLED ON PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY OF PALM DESERT LANDSCAPE MANAGER. ROOT BARRIER DETAIL PLANTING NOTES t PLANING PLANE AFE DIAORMMAATIC FOR CLARITY OF READNQ PLANING B TO BE ADJUSTED N FED AS NECESSARY. 2 PLANT QUANTITY LET B PROVDED FOR THE CONVBBICE OF THE CONTACTOR/CSC AND B NOT INTENDED FOR ACCURATE BDDNQ PURPOSES. CONTRACTOR SHALL BE RE SPa5SLE FOR PROVDNQ PLANTS AS NDICATE D ON THE PLANS. 3. MOUNDNQ AND ROUGH GRADE TO V10 FT. TO BE PRDVDED BY OTHERS. FNBH GRADE TO BE PROVDED BY LANDSCAPE CONTRACTOR. 4. WHERE MOUNDNO OCCURS ADJACENT TO STREET OR WALTZ, MALES SHALL BE FORMED ALONG THE SWEET OR WALK TO CONTROL HF*OATION RUN OFF. 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRAD® N AN ACTABLE MAMBR TO ASSURE POSITIVE DRANAQE 8 SEPARATE ALL ANNUAL AND 9Hd.S/GROUNCOVEi AREAS FROM LAWN AREAS WITH I€ADEIBOAR) AS SPECFED OR APPROVED BY LANDSCAPE ARCITTECT. 7. WHERE CRCUBTANDB3 PBRUIT, DO NOT PLANT TREES CLOSER THAN S (RYE FEET) TO AN EDGE OF PAVNQ ItADBBOAPD OR ROOF LIVE ANY TREE PLANTED WREN S OF HARDSCAPE SU;FACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC) MUST HAVE LPEM ROOT BARRE R NSTALLED AT TIME OF PLANING PER MANUFACTURE'S BPEOFiCATIONE, EXCLWNG PROJECTS N PALM DST PER DRECTNE OF CITY PALM DEE ERT LANDSCAPE MANAGER. (SEE DETAL) 0. DO NOT PLANT MISS CLOSER THAN 3' (THREE FEET) TO AN ®OE OF PAVNQ OR HEADEIBOARD, OR 30' FROM LANDSCAPE U3HT FIXTURBIL 9. RBdDVE TSPALERED PLANTS FROM THE R TRADING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ME PLANTED. ATTACH PLANTS N THE SANE PATTERN THEY HAVE BEEN TRADED. 1D. F FEQURED, THE OWNER OR owle8 RE'R SENTATTVE SHALL Safi PLANS 10 ME APPROPRIATE PLANNING AND AGRICULTURE DB'ARTMBITS PRIOR TO SU IATTAL FOR BULDNG} PE RIM. 11 BEFORE BACIOa.LNQ THE ROOT BALL, WATER THE PLANT N ME BOLE AND THEN PROCEED WTIH BAC(R1NQ LIGHTING NOTES t ALL WORK AND MATEMAL8 SHALL CONFORM TO LOCAL CODES AM) AVE SUBJECT TO APPROVAL BY THE LANDSCAPE ARGilECT OR OTTER REPRESENTATIVE OF OWNER 2 ALL LICIT RXTUE LOCATIONS ARE SHOWN DW DRANIUTICALLY ON THB PLAN ACTUAL LOCATIONS SHALL BE DE TERIM D WINE FE.D AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER MEER HAVE BEEN PLANTED. a QUANTITIES LIMED ARE FOR THE cONVBENCE OF THE CONTRACTOR OILY AND ME NOT NracED FOR ACCURATE BDDNG USE CONTRACTOR B Fe3P0N43aE FOR PRDVDNO LIGHT A9 INDICATED ON THE PLANS. 4. ALL WO IT FIXTURES SHALL BE LOCATE) AT A AWN OF S (FIVE FEET) FROM POOL SPA LAKE OR FOUNTAN EDGE ALL LIGHTS NIGH ARE MALLS) W I}N 10' (TEN FEET) OF WATERS EDGE TO HAVE OFL 5. INSTALL CONVB-BICE OUTLETS AS LOW AS LOCAL CODES PBU/T. e. reTALL BECTWCAL CONDUIT TO THE EDGE OF PLANING ARTS SO AS NOT TO NIE FETE WITH PLANT HOLE EXCAVATION COMMITS N ME WAY OF THREE HOLED SHALL BE RELOCATED AT NO EXTRA CHNROE 7. MIT IT FIXTURES APE TO BE LOCATED NO CABER THAN tr (8D( MEM FROM THE EDGE OF PAVNO AND LAWN AREAS. B. NSTALL PHOTOELECTWC SWITCH WITH MIER SHUT-OFF. MANUAL OVE+IRDE SWITCH TO BE LOCATE) PRIOR TO NBrALLATpN COORONATE LOCATION OF SWITCH S WITH OMER. 9 ALL LIGHT FIXTURES TO BE !STALLED PER MAN.FACTURERS BPECFICATIOIB. 10. MOUNT FIXTURES AB LOW AS POSSIBLE/ SOREST (WHERE POBSBLQ WRH PLANING IL ALL COICIMT TO BE SCH 40 PVC WITH QALVANC 90 MEM USE MU. 8P. QALVM® STEED UL UMW EXTERIOR BELOW GRADE JUNCTION 0O)033, OR AB PER NEC SPECFICATIONS. 12 ALL CRCURNQ, SWRCHNQ AND CONNECTIONS TO BE BY S.ECGROAL CONTACTOR WHIM PLAN ICICATED RCTJFE LOCATIONS ONLY MD B NOT NTBacw TO BE MI B.ECTWCAL PLAN. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHNG WITH SIDE BRANCHNG TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BOLT IN CVWD AND USSR EASEMENT OR RI3-IT-0FWAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL Date L40596 CVWD Plant; These plans have been reviewed by the Coachella Valley Water District it ar?rcance with C.rliiorn_a Gavcrronmt Code, Sect on 65591 et sop. requitMil Ortolant landscape and Mineral) design in cooperation with the local ,governing agency (City ur Caurty). Approval or this drawing 1 y CVVVU staff does not constitute approval :o encroach into district and USSR Sights-01 Vday. Trees, plan& walls, and permanent structures or any loner may not be planted or installed is CVWD and tUSBR erisernoais or right -al -way without first obtaoung rin encroachment penult from piing) WATER MANAGE EVELOPWENT S VIC RO LANDSCAPE ARCHITECT 73061 EL PASEO SUITE PALM DESERT, CA 92 (760) 588-3624 FA; (760) 773-5515 E-MAIL: rga•rga-pd.c • • W U W 0 V) W cc C cc • • SPECIFICATION SHEET ■ BOC JOB CAPTAIN: DRAWN: CHECKED: PROJ. NON DATE: 21 SCALE: REVISIONS: PER CITY REVIEW COMMENTS 7/11 A_ AL: SHEETNO: • • • GENERAL NOTES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS. 2. ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS. 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPENSIVENESS AND CHEMICAL COMPOSITION. "HOT" SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN TEH CONCRETE AND PLANTING SECTIONS. EXPENSIVE SOIL MUST BE TREATED OR REMOVED TO PREVENT HARDSCAPE MOVEMENT AND EXCESS WATER RETENTION IN PLANTING AREAS 4. SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPAES FOR THIS PROJECT, ALL EXCAVAATION, GRADING, AMENDMENTS COMPACTION, ETC. SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT. THE SOILS REPORT IS HERBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARE TO BE FOLLOWED AND CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR SPECIFICATIONS. 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP. INSURANCE TO THE OWNER. 6 LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR ENCROACHMENT ONTO ADJACENT PROPERT, EASEMENTS OR THE LEGAL PROPERTY RESTRICIONS, WHETHER MARKED OR UNMARKED. 7. COORIDINATION: CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL CONTRACTOR. 8. NOTIFICATION OF THE 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 DICREPANCIES HAVE BEEN RESOLVED BY THE OWNER OF THE LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 9. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE 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 JOB SUPERINTENDANT). ( n 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 (JOB SUPERINTENDENT). 11. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT: DUE TO THE NATURE OF THE CONSTRUCTION PROCESS, ALL CONSTRUCTION WORK INCLUDES DEVIATION FROM THE PLANS/APPROVED DESIGN. IT IS IMPERATIVE THAT THE LANDSCAPE CONTRACTOR MAINTAIN REGULAR COMMUNICATION WITH RGA, AND THAT ANY PROPOSED DEVIATION FROM THESE CONSTRUCTION DOCUMENTS BE DISCUSSED IN ADVANCE WITH RGA.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REQUEST A SITE OBSERVATION BY RGA TO OBSERVE ANY WORK WHICH DEVIATES FROM THE CONSTRUCTION DOCUMENTS. SCOPE OF CONCRETE FLATWORK 1. FINSH: CONCRETE COLORS AND FINISHES ARE AS SPECIFIED ON THE CONSTRUCTION PLAN AND SHALL BE OF THE INTEGRAL TYPE, UNLESS STATED OTHERWISE WHERE FINISH OR COLOR IS INDICATED AS BEING "BY OWNER", OWNER SHALL SELECT THIS ITEM. 2. THICKNESS OF CONCRETE: ALL CONCRETE FLATWORK SHALL BE A MINIMUM OF THREE AND ONE-HALF INCHES (3-1/2") THICK. NOSE ALL EDGES UNLESS INDICATED OTHERWISE ON THE DETAILS. 3. A. SITE MIXED OR TRANSIT MIXED CONCRETE FOR SOIL WITH A PH OF 6 OR LOWER SHALL CONTAIN TYPE II PORTLAND CEMENT AND CONFORM TO "ARBITARY MIX" IN UNIFORM BUILDING CODE, LATEST ADOPTED VERSION. B. ALL CONCRETE IN SOIL WITH A PH OF 6 OR LESS SHALL HAVE A MINIMUM .45 WATER/CEMENT RATIO MIX PRODUCING CONCRETE HAVING 28-DAY STRENGTH OF NOT LESS THAN 2500 PSI. C. CONCRETE FOR PLACEMENT IN "HOT" SOIL, DEFINED AS SOIL WITH PH OF 7 OR HIGHER WILL CONFORM TO THE FOLLOWING PARAMETERS: MIX PROPORTIONS FOR CONCRETE CONTAINNG BLEND OF PORTLAND CEMENT AND FLY ASH (20 PERCENT VOLUMETRIC REPLACEMENT) VVA I tK I U UCIVICIV I Km I IUIV WATER (LB/YD3 TYPE 5 PORTLAND CEMENT (LB/YD a FLY ASH - ASTM CLASS F ( LB/YD a COARSE AGGREGATE - DRY (LB/YD a FINE AGGREGATE -DRY (LB/YD 3 SUPERPLASTICIZER (FL OZ/100 LB CEMENT) DESIRED SLUMP (IN.) .Ja 190 451 91 1,780 1,449 10-18 0.5-2 LUIVVLr bIUNJ: 1 IS Y U,t U.0SJJ Kl,/IVI NIVU 1 IIV. = G5.4IVIIVI 4. COLD JOINTS: CONCRETE CONSTRUCTED FROM THESE PLANS SHALL MEET ALL ENGINEER'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, TOPS OF CURBS, ETC., FLUSH. 5. SLOPE TO DRAIN: ALL CONCRETE FLATWORK SHALL SLOPE TO DRAIN AWAY FROM STRUCTURES, POOLS AND OTHER WATER FEATURES AT A MINIMUM OF %%; HOWEVER, CONSULT WITH CIVIL ENGINEER TO DETERMINE PROPER DRAINAGE. DOCUMENTS. 6. SAMPLES: SAMPLES OF ALL CONCRETE FINISHES AS NOTED ON THESE PLANS SHALL BE EVALUATED BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE SITE PRIOR TO POURING FLATWORK. 7. CONCRETE DIMENSIONS: ALL DIMENSIONS ON CONCRETE FLATWORK MAY BE ADJUSTED TO CONFORM TO BRICK/BLOCK MODULES IF APPROVED BY THE OWNER OR LANDSCAPE ARCHITECT. 8, EXPANSION JOINTS: %" FELT EXPANSION JOINTS SHALL OCCUR WHERE FLAT WORK DIRECTLY ABUTTS ANY VERTICAL ELEMENTS, SUCH AS A BUILDING WALL, COLUMN, BUILDING FOUNDATION OR RAISED PLANTER. SCOPE OF MASONRY WORK AND FOOTING 1. 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. SPECIFICATIONS TESTING: SEE STRUCTURAL ENGINEERING CALCULATION TESTS AND/OR INSPECTION REQUIREMENTS. 3. FIELD TESTING: CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL FIELD WELDING, POURING OF CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH GREATHER THAN 2500 PSI AND CAISSONS. MASONRY SHALL HAVE CONTINUOUS INSPECTION WHERE CALLED FOR ON DRAWINGS. 4. FOOTINGS: A. FOOTINGS SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS, OR AS DETAILED BY THE STRUCTURAL 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. B. SOIL COMPACTION: ALL IMPROPERLY COMPACTED FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. C. EVALUATIONS: ALL EXCAVATIONS ARE TO BE EVALUATED AND APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. D. ROCK AND SAND SPECIFICATIONS: AGGREGATES FOR CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. E. REBAR: LAP ALL BARS IN CONCRETE A MINIMUM OF 48 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES AND LAP ALL BARS IN MASONRY A MINIMUM OF 40 BAR DIAMS. (2'-0" MINIMUM) AT ALL SPLICES. SPLICES OF HORIZONTAL REBARS IN WALLS AND FOOTINGS SHALL BE STAGGERED. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40. F. DOWELS: DOWELS FOR WALLS SHALL BE SAME SIZE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE. G. HORIZONTAL STEEL LOCATION IN FOOTINGS: SLAB ON GRADE: CENTER OF SLAB CONCRETE BELOW GRADE, FORMED: 3" FROM BOTTOM CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH): 3" FROM BOTTOM H. ANCHOR BOLTS, DOWELS, INSERTS, ETC, SHALL BE SECURELY TIED IN PLACE WITH METAL TAG PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL INSERTS AND BASES SHALL BE BY SIMPSON, OR EQUAL. I. WELDING: WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES. USE E70 ELECTRODE AT ALL STRUCTURAL DETAILS AND FOR WELDING RE -BAR. J. CEMENT: PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE 2 OR 5, PER SOIL TYPE AS DESCRIBED IN THE CONCRETE SPEC. 5. CONCRETE BLOCK: ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N. 6. 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 HAVE A MINIMUM GROUT COVERAGE OF 3/4". 7. MORTAR: MORTAR SHALL BE TYPE "S" MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO % TO' PARTS LIME PUTTY TO 2-1/4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. 8. GROUT: GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AND SHALL BE MIXED IN PROPORTIONS OF 1 PART PORTLAND CEMENT TO 1 PART LIME PUTTY TO 2 TO 3 PARTS SAND, TO A MAXIMUM OF 2 PARTS GRAVEL. 9. EXCAVATION AND BACKFILL: MASONRY CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS 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 RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION. 10. CEMENT PLASTER: ABOVE GRADE PORTIONS OF PRECISION BLOCK WALLS AND PILASTERS INDICATED ON THE PLANS SPECIFIED TO BE PLASTERED ,SHALL RECEIVE A CEMENT PLASTER BROWN COAT (3/4" THICK) APPLIED AS NOTED. PORTLAND CEMENT - 1 PART HYDRATED LIME -' PART SAND 16/20 - 4 PARTS ANTI -SHRINKAGE AGENT - 3 OZ. BY WEIGHT PER SACK OF CEMENT FOLLOWING WITH 1/8" THICK COLOR COAT. PORTLAND CEMENT PLASTER - MIX WITH WATER PER MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR CEMENT PLASTER APPLIED TO WALLS. 11. CEMENT PLASTER FINISH TEXTURE SHALL BE AS NOTED ON THE PLANS. IF NO TEXURE IS NOTED, IT SHALL BE AS SELECTED BY THE OWNER. 12. 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. 13. WATER SEALER: APPLY NON -YELLOWING PENETRATING SEALER TO ALL PLASTER SURFACES. SEALER TO BE MIRACLE 511, OR EQUAL. 14. 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. WATERPROOFING 1. ALL BELOW GRADE PORTIONS OF RETAINING WALLS AND POOL BOND BEAMS MUST BE WATERPROOFED. 2. WATER PROOFING SHALL BE AN ELASTOMERTIC LIQUID POLYMER MATERIAL, 2 COATS, AS MANUFACTURED BY THOROSEAL OR EQUAL. 3. ALL SITE CONCRETE, PAVERS AND TILE MUST BE SEALED WITH MATTE FINISH '511'-PENETRATING SEALER BY MIRACLE OR EQUAL. POOLS, SPAS AND WATER FEATURES ALL POOLS, SPAS, FOUNTAINS, LAKES, STREAMS, ETC, SHALL BE CONSTRUCTED AS "DESIGN -BUILD" ELEMENTS. THESE PLANS ONLY INDICATE THE SHAPE, DIMENSIONS AND DESIGN INTENT OF THE WATERFEATURE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS INDICATING STRUCTURAL, HYDRAULIC AND ELECTRICAL DESIGN TO THE LANDSCAPE ARCHITECT AND OWNER FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR STRUCTURAL CALCULATIONS (IF ANY ARE NEEDED) AND SUBMITTALS TO THE HEALTH AND BUILDING DEPARTMENTS. STEEL FENCING AND GATES 1. 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. ALL WELDS SHALL BE GROUND SMOOTH. 2. ANY MATERIAL CALLED OUT AS "WROUGHT IRON" ON THE PLANS SHALL BE MANUFACTURED FROM HOT -DIPPED GALVANIZED STEEL. 3. FIELD PAINT ALL STEEL WITH 1 COAT OF A RUST INHIBITING PRIMER AND 2 COATS OF INDUSTRIAL QUALITY ENAMEL, AS MANUFACTURED BY DUNN EDWARDS OR EQUAL. CARPENTRY WORK 1. WORKMANSHIP: PERFORM ALL WORK IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN AND LAY OUT THE WORK AS REQUIRED. PROPERLY ACCOMMODATE THE WORK OF OTHER TRADES. ACCURATELY SAWCUT AND FIT LUMBER INTO THE RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS INDICATED OR REQUIRED, AND PERMANENTLY SECURE IN PROPER POSITION WITH SPIKES, NAILS, LAG SCREWS, BOLTS, HANGERS OR OTHER FASTENINGS, AS NEEDED FOR PROPER CONNECTIONS, SO THAT THE STRUCTURE IS SUBSTANTIAL AND RIGID IN ALL PARTS AND CONNECTIONS. STRUCTURAL ENGINEER'S DETAILS AND HARDWARE IF ANY, WILL TAKE PRECEDENCE OVER THESE PLANS AND DETAILS. 2. WOOD. USE LUMBER OF THE SPECIES, SIZE AND FINISH NOTED ON THE PLANS AND DETAILS. IF NO SPECIES OF LUMBER IS SPECIFIED , THE FOLLOWING SPECIFICATION WILL APPLY. • STUDS SHALL BE STRUCTURAL GRADE DOUGLAS FIR • EXPOSED BEAMS SHALL BE STRUCTURAL GRADE #2 DOUGLAS FIR WITH NO VISIBLE KNOT HOLES. • ALL WOOD WITHIN 10" OF SOIL SHALL BE PRESSURE TREATED. • ALL EXPOSED GLU-LAMS SHALL BE ARCHITECTURAL GRADE OR BETTER. • UNLESS SPECIFIED OTHERWISE, ALL WOOD SHALL BE DOUGLAS FIR, EXPOSED WOOD WILL BE HIGHEST GRADE AVAILABLE. 3. CONNECTIONS: MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. PLACE FASTENERS WITHOUT SPLITTING WOOD; PRE -DRILL WHEN REQUIRED. DRILL BOLT HOLES SAME SIZE AS THREAD ROOT DIAMETER, 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 SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO CLOSING IN OR AT COMPLETION OF PROJECT. 4. ALL EXPOSED HARDWARE UNLESS FACTORY FINISHED OR PLANTED, SHALL BE PAINTED WITH 2 COATS OF INDUSTRIAL QUALITY ENAMEL TO MATCH CARPENTRY, UNLESS PRE -FINISHED. 5. ALL NAILS, CONNECTORS OR OTHER HARDWARE SHALL BE GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL CONNECTION HARDWARE SHALL BE BY SIMPSON, OR EQUAL. 6. PAINTING: ALL WOOD SHALL BE PAINTED OR STAINED. PAINT AND STAIN SHALL BE BY DUNN EDWARDS OR EQUAL, AND SHALL CONFORM TO THEIR REQUIREMENTS FOR EXTERIOR PAINT OR STAIN SYSTEMS. ALL COLORS SHALL BE AS NOTED ON THE PLANS, OR AS SELECTED BY OWNER. HARDSCAPE FIELD EVALUATION SCHEDULE (IF REQUESTED BY OWNER) 1. FIELD EVALUATION COORDINATION: THE FOLLOWING EVALUATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTACTOR SHALL NOTIFY THE OWNER (JOB 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 CONTRACTORS RISK, WITH ANY REQUIRED CHANGE OR MODICIATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. 2. CONTRACTOR ORIENTATION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS AND OTHER ASPECTS OF THE PROJECT CONSTRUCTION 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. 3. CONSTRUCTION STAKING AND LAYOUT OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL HARDSCAPE ELEMENTS (AS INDICATED ON THESE PLANS), FLOW LINES AND FINISH GRADES HAVE BEEN LOCATED IN THE FIELD, BUT PRIOR TO FORMING OR EXCAVATION. 4. ROUGH CONSTRUCTION PROGRESS OBSERVATION: THIS EVALUATION SHALL BE PERFORMED AFTER ALL FORMING, EXCAVATION AND REINFORCING STEEL WORK HAS BEEN COMPLETE, BUT PRIOR TO PLACEMENT OF ANY CONCRETE. 5. PROGRESS EVALUATIONS: THE LANDSCAPE ARCHITECT SHALL PERFORM PERIODIC EVALUATIONS DURING CONSTRUCTION OPERATIONS TO HELP ENSURE CONFORMANCE TO PLANS AND SPECIFICAITONS. (AS AUTHORIZED BY OWNER) 6. FINAL EVALUATION/PROJECT PUNCH LIST: THIS EVALUATION VISIT WILL BE PERFORMED TO REVIEW THE CONTRACTED WORK INDICATED ON THESE PLANS PRIOR TO FINAL PAYMENT TO THE CONTRACTOR. TREE NOTE: ALL TREES TO BE SINGLE LEADER, LOW BRANCHNG WITH SIDE BRANCHNG TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BULT IN CVWD AND USSR EASEMENT OR RIGHT-OF-WAY WIMOl1T RRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL 7 Date L40597 r CVWD Plan 8 These plans have been reviewed by the Coachella Valley Water District in uccorcance with California Guvcrnomnt Code, Section 65581 et seq. requiring efficient landscape and Irrigation design In cooperation with the local governing agency (City ur County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights -of -Way, Traps, plans, wafts, and permanent structures of any kind may nol to planted or installed in CVWD and USSR easaments Dr right-nfaway without Bast obtaining an encroachment permit from 9SLW 3 /MAIi t3E N I LENT DEP FS)"ME • EVEL` RInIC ARTMENT Re LANDSCAPE ARCHITECTS 73061 EL PASEO SUITE PALM DESERT, CA 9221 (760) 568-3624 FAX (760) 773-5615 E-MAIL: rga•rga-pd.co W 0 W co W It 0 cc 5Q MI SPECIFICAT1ONE SHEET ■ BOON JOB CAPTAIN: DRAWN: CHECKED: PROJ. NO: I DATE: 201 SCALE: REVISIONS: SHEET NO: PLANTING AND IRRIGATION MAINTENANCE SCHEDULE • Landscape shall be maintained to ensure water efficiency. A regular maintenance schedule shall include but not be limited to checking, adjusting and repairing irrigation equipment; resetting the automatic controller; aerating and de -thatching turf areas; replenishing mulch; fertilizing; pruning, and weeding in all landscaped areas • Whenever possible, repair of irrigation equipment shall be done with the originally specified materials or their equivalents. PLANTING I. ANNUAL COLOR/GROUNDCOVER AREAS A. Shrub and groundcover areas shall be tilled only prior to pre -emergent application but raked and edged weekly or bi-monthly, and all debris removed from the areas that day. Groundcover shall be kept neat in appearance and within the intended area of planting by edging and trimming. Replace mulch or inorganic cover (such as decomposed granite) as needed. B. Keep shrubs and groundcover neatly trimmed away from sprinkler heads to allow 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. II. WEED CONTROL Weeds shall be controlled so as not to reach an objectionable height. Remove weeds by chemical or mechanical means on a monthly schedule. Weed infestations of the shrub and groundcover areas, if 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, if severe, should be sprayed out and "weedeaten". IV. ANNUAL COLOR The Contractor shall be responsible for replacing annual color two (2) times during the year. Annual color will be replaced at the following times: 1st week in November and the 1st week in June (as weather permits). V. LOSS OR DAMAGE TO PLANT MATERIAL BY CONTRACTOR Shrubs, trees and plants damaged or killed due to the Contractor's operations, negligence or chemicals, shall be replaced at no cost to the Owner. VI. DISEASE AND HARMFUL INSECT CONTROL Monthly inspections shall be made for evidence of disease and/or harmful insects. If evidence of such is found, a report shall immediately be submitted to the Owner. The report shall include: A. Exact location(s) where disease and/or harmful insects are prevalent. B. Contractor's opinion of the type of disease and/or insect. C. Contractor's recommendations for control and elimination of disease and/or harmful insects. VII. FERTILIZATION A. General Fertilizers shall be inorganic, dry, pelletized formation, as specified. Application shall be in accordance with indicated rates and times. B. Method of Application In making application of fertilizer granules, caution shall be taken to contain these materials in the planting areas. Avoid use of cyclone spreaders which tend to throw material into paved areas, etc. Use gravity flow spreaders when possible to keep material contained in planting areas. C. Timing Application When climatic factors may cause problems of general containment of fertilizer materials, adjustment of the fertilizer schedule may be necessary. Avoid application of fertilizers prior to forecasted rainy weather, etc., which might affect stability. After fertilizer application, monitor watering schedule to eliminate runoff of fertilizer materials in solution. D. Trees and Shrubs An agricultural soils test and soils report must be completed prior to landscape installation. soil amendments must be installed per soil report recommendations using locally sourced material IRRIGATION SYSTEM I. Operation A. The water schedule will be established and programmed by the Contractor's landscape maintenance supervisor. Application rates will be based on the irrigation water use schedule. The irrigation system's water use schedule shall be monitored and adjusted accordingly to maintain efficient use of water being applied. B. In determining rates of application, soil type, topography and weather conditions will be taken into consideration. The project is equipped with an automatic system which provides for repeat cycles. Applying water over short periods of time will allow for proper infiltration and thereby minimize runoff. C. Contractor shall turn off all controllers when it is unnecessary to irrigate due to adequate rainfall. D. Irrigation heads shall be kept clear of overgrowth which may obstruct maximum operation. E Contractor will avoid manual activation of automatic valves. F. Contractor will keep system in operation by valve or head adjustment to keep all systems operating at manufacturer's recommended operating pressures. This shall be accomplished by valve throttling and pressure gauge. G. Contractor will be responsible for hand watering any areas not provided with an irrigation system, or any area resulting from the physical breakdown of the irrigation system. II. Maintenance A. The Contractor shall be responsible for the cost of cleaning, repair, adjustment and replacement of irrigation system components, with the exception of irrigation controllers and backflow protection devices, including the following items. Plastic Pipe P lastic Pipe Fittings Remote Control Valve Wiring Remote Control Valves Manual Control Valves Q uick Coupler Valves S prinkler Heads Valve Boxes B. Replacement of any item shall be with an item of identical design, unless otherwise specified in writing by the Landscape Architect. 1. The following specifications are provided for replacement of plastic pipe, and plastic pipe fittings. a. Plastic pipe shall be polyvinyl chloride (PVC) of the schedule or class specified on the irrigation plan. b. Plastic pipefittings and connections shall be PVC Schedule 40. 2. The Contractor shall inspect and examine the irrigation system while water is on twice per month. 3. Any part of the system not functioning normally shall immediately be cleaned, adjusted, repaired or replaced. 4. Contractor shall be responsible for adjusting height of spray risers necessary to compensate for plant material growth. 5. Automatic controllers will be kept locked at all times. CLEAN UP I. The Contractor shall be responsible for keeping the entire area, including hardscape areas, free of debris such as papers, bottles, cans, glass, dirt, etc. The Contractor shall be responsible for trash removal from the sites. II. Contractor shall remove all debris resulting from the maintenance operations and dispose of it off -site. All grass clippings deposited on roadways or walks shall be picked up after each mowing or trimming operation. III. All debris resulting from any of the Contractor's operations shall be removed and disposed of legally at the Contractor's expense. No debris will be allowed to remain at the end of the workday. IV. All walkways will be kept clean and care shall be taken not to create unnecessary hazards to the walking surface. V. Unless otherwise indicated or directed, the Contractor shall provide a general clean-up operation at least once per month for the purpose of picking up debris which may accumulate from use of the area, windblown debris, dropped twigs or branches, leaves or paper in the landscape area. MISCELLANEOUS I. The Contractor shall furnish and pay all costs for the following material: Herbicides, pesticides and fungicides Irrigation system parts Fertilizers Tree stakes and ties All tools and equipment to complete the work specified Plant materials damaged by the Contractor Annual color Overseeding City of Palm Desert Landscape Inspection Schedule 1) Sleeving / Grading a. Sleeve diameter, type, depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) Plant Material (trees & shrubs ) a. Condition b. Type c. Placement 3) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall 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. Irrioiation 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 Sorav tvoe head for lawn (n minutes per irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Rotating type head for lawn (in minutes oer irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Jan. 2 Bubblers and Emitters Tree + shrub irrigation days oer week. by month Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. 3 4 5 6 7 7 6 5 4 3 Dec. 2 Bubbler Woe head for trees (n mhutes Der initiation dam). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 10 16 20 28 36 40 42 34 30 20 14 8 Emitter tvoe head for shrubs (in minutes oer irrigation day). by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Low. 12 18 24 36 42 48 48 42 36 24 18 12 Contractor to provide an irrigation schedule for this site, takrg nto consideration, wind, soil type, temperature and plant water use. Contractor shall then program the conlroler to produce the scheduled water rates for each day, week, and month. Contractor shell then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. TREE NOTE: ALL TREES TO BE SINGE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BULT IN CVWD AND USER EASEMENT OR RIGHT-OF-WAY WITHOUT RRST OBTAINING AN ENCROACHMENT FROM CVWD. CVWD LANDSCAPE APPROVAL oai7/2 L40598 Thew plans have been reviewed by the Coachella Valley Water District in pc rcaree with Califtan a Cuvernomnt Code Section 65591 et see. re itleg efficient landscape and Irrigation design In cooperation with the local governing agency (City or County). Approval ut this drawing by CVVVU slaft does not constitute anprevat to encroach intn dir;irict and USSR Rights -of -Way. Trees, plan:. walls, and permanent structures of ally Itinrl may not be plOnied or installed i9 CVWD anal .1SBR easernoie or right-ol-way without first obtaining on encroachment penriii from paty T tt EVELCVICE51]EI'AR NN RC\ LANDSCAPE ARCHITECTS, INC. 73061 EL PASEO SUITE 210 PALM DESERT, CA 92260 (760) 568-3624 FAX (760) 773-5615 E-MAIL- rga•rga-pd.com w 0 w 0 CC W Co w v VZ 0 �w Q z 0 Q I.L M O 0 QZ U z 0 U ^^ co U W a 0 WZ zQ0 wf Wcc le2 CC w 0. z0 OmU2 Q cc m SPECIFICATIONS SHEET ■ JOB CAPTAIN: DRAWN: CHECKED: PROD NO: DATE: SCALE: REVISIONS: SHEET NO: L BOOK HO EW R1308 2013.6.13 NIT CVWD Plan fit