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Santa Fe Trail
SANTA FE TRAIL LANDSCAPE RENOVATION LOT=G, WARING PLACE PALM DESERT, CA 92260 TRACT MAP #: 20817 APN: 634=130=074 INDEX: GENERAL CONDITIONS L-2.00 IRRIGATION PLAN L-3.00 IRRIGATION DETAILS L-4.00 IRRIGATION SPECIFICATIONS L-4.10 PLANTING PLAN L-5.00 CITY OF PALM DESERT MAINTENANCE AND L-6.00 INSPECTION SCHEDULE & PLANTING DETAILS PLANTING SPECIFICATIONS L-6.01 VICINITY MAP: LANDSCAPE ARCHITECTS,INC. 73061 EL PASEO, SUITE "210" PALM DESERT, CA (760) 568-3624 FAX (760) 773=5615 E-MAIL; rga a@rga-pd.com WATER CONSERVATION STATEMENT: PREPARED FOR: Landscape Documentation Package Checklist Waring Place: Meters-A&B WARING PLACE HOA Tract or Parcel Number. 20817 CIO KATE ALEXANDER CITY OF P&�xL�� DESERT D�RA�����E�T �� Assessor's Parcel Number (APN): 634-130-074 J8�W MANAGEMENT F- p cc��>�'uNlTv DE°�ELc�P`n9T Project Location: Waring Place Development -Santa Fe Trail/Lot G 760-568-0349 ArPROVED BY: Landscape Architect 1 Irrigation Designer I Contractor Na ii i 0 C.C. �;��, R;37,�STAPF I-F's'TM4 kate@jandwmgmt.com Dk'� p"T1� Firara°A RGA Landscape Architects, 73061 El Paseo, Ste. 21Q Palm Desert, Ca. [] P.C. RES. NO•—. BY Included in this Landscape Documentation Package are: roNSTRslcnoN�NTLLcru;sENCEwrtxlw OtdE.VEAR OFTr??g A+'PRx"^VAL X 1. Water Efficient Landscape Worksheet WATER BUDGET CALCULATIONS - X 2. Maximum Applied Water Allowance. (MAWA): Conventional Landscape: 31.82 100 cubic feet per year Recreational Turf grass Landscape: 0 100 cubic feet per year Maximum Applied Water Allowance: 31.82 100 cubic feet per year X 3. Estimated Total Water Use by Hydrozone: . APPROVED - Very Low Plant Hydrozones: 0.00 100 cubic feet per year Low Plant Hydrozones: 12.01 100 cubic Teel per year Moderate Plant Hydrozones: 5.34 100 cubic feet per year RBVIeWed BY: High Plant Hydrozones: 0.00 100 cubic feet per year Land 6 G Turf grass Hydrozones: 0.00 100 cubic feet per year Recreational Turf grass Hydrozones: 0.00 100 cubic feet per year Date _ Annual Color 0.00 100 cubic feet per year � Of PALM E RT Water Features: 0.00 100 cubic feet per year Estimated Total Water Use (E'N/U): 17.34 100 cubic feet per year PUBLIC WOR EPT. X 4. ETWU < MAWA PLAN SETS X 5. Landscape Design Plan I VISIONS SGRIPTION INITIA S PATE X 6. Irrigation Design Plan 7. Grading Design Plan 8. Soil Management Report I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Document Package. Date: 5/13/2013 Applicant: Tom Miller CVWD ENGINEERING APPROVA STANDARD SYMBOLS AND PRoJ. No.: R1333 ABBREVIATIONS DATE: 4/10/2013 w � z. SPECIFICATIONS il-t c, a i� LIMIT OF WORK NDR HEADERBOARD ALIGN ALIGN ACCORDINGLY SHEETS BOOK � o SHEET MATGNLINE TYP. TYPICAL PA PLANTING AREA MOUNDING C NOT TO EXCEED 3:1) � CENTER LINE +12 Y/ 0 W W Y� a J W `a ZM y M ■■ �/ ■■ ■ z V V W W 00 IL CVWD LU ' HIGH POINT OF MOUND l IN INCHES �ss>, 0 NEW • INN9riL��ifr Nit - V83 FY EXACT SIZE AND LOCATION N Al FIRM. A--STREET-SIRE - SANTA FE TRAIL Y 1✓_ S � . � � 9 M BF e P.O.C. 2 Ttk" 3/4' POTABLE FHQATM WAiBi METER AND r BACKFLOW PFEVBPfOR TO BE NSTALLED BY CVM. CONTRACTOR TO VERFY EXACT SIZE AND LOCATION N FIE! D i SANTA. FE r KEY MAP Valve Callout A# Valve Number #" # Valve Flow Valve Size IRRIGATION SCHEDULE 131 1" 1.01 T ,4� TRAIL W, - "LOT G "-(-PR1 VA T E&TH__ET� SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI GPM RADIUS DETAIL REMARKS 4 T Rain Bird Xeri-Bug Emitters 30 1-2 GPH 0 J 1.0 2.e 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 K Drip Control Kit, 1" Low Flow valve, 3/4" pressure regulating RBY filter and 30psi pressure regulator. Replace original factory installed solenoid with DIG S-305DC Unimax DC Solenoid and DIG 30-921 Solenoid Adapter. Toro FCH-H-FIPT L Automatic Flush Valve, plumbed to flush lines at the end if drip pipe runs. Nibco T-FP-600 D /// Class 125 bronze full ported ball valve, same size as pipe diameter. A B Dig LEIT-2ET Controller B Two station, Weather based, Ambient light (solar) powered, wireless irrigtion controller. Contractor to include LEIT RC2ET wireless handset with system. Dig LEIT WWSE Weather Station B Wireless Weather Station, Solar powered, independent, column mounted weather measuring instruments powered by solar. For the LEIT-2ET controller. M❑ BF 3/4" Potable Irrigation Water Meter and 1" Backflow Preventor to be installed by CVWD. A Irrigation Lateral Line: PVC SCH 40 (SEE PLAN FOR PIPE SIZING) O — —Irrigation Mainline: Pipe up to 1-1/2" to be PVC SCH 40, 0 Pipe 2" and larger to be PVC Class 315. —Pipe Sleeve: PVC Schedule 40 O 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. LIMIT OF WORK X r mum nun NORTH SCALE: 1/8" = 1'-0" GRAPHIC SCALE 24' 16' 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 Z W J U� w Z a. W 0 0 cr) W V Cr. Q 13L LW r F U w 2 100 Ir L SPECIFICATIONS SHEETS BOOK ❑ JOB CAPTAIN: RC DRAWN: LT CHECKED, - PROJ. NO: R1333 DATE: 5/10/13 SCALE: 1/8" - 1'-0" REVISIONS NIT. SHEET NO: L-3.00 APPLED ENG(OR EOUAL)14'x16' PLASTIC BOX 1 LEGEND + COVER W/ LOCK TOP MARKED IRRIGATION BRASS NIPPLE (TYPJ PRESSURE GAUGE TAP CONTROL VALVE COLOR TO MATCH SURROLRCM 4 PLACES ELL (0-200 PSO 2 BOX TO BE PLACED SOIL USE LAVENDER BOX FOR RECLAIMS WATER GATE VALVE 2 PLACES 5 O WWS WIRELESS, AMBIENT (SOLAR) AT RIGHT ANGLES APPLICATION (PAZnC FACE) REDUCGATE POWERED WEATHER STATION WITH 3 WIND SENSOR TO HARDSCAPE EDGE BAACKFLOW ELBOW (BRASS) 9O LEGEND WEATHER STATION INSTRUMENTS VALVE SEOUENCE TO BE PANTED ON Kj VALVE 2.•s` O BRASS NIPPLE O INCLU➢E AN ANEMOMETER, THERMOMETER EACH BOX p9 2 1 VALVEBoxwlTHcovERlBSIZE. HYGROMETER, TIPPING RAIN GAUGE TEST COCIC� UNION 3 1 4 AND SOLAR RADIATION SHIELD TO 4 PLACES O SENSOR WIRES MONITOR WIND SPEED, TEMPERATURE, PRESSURE SUPPLY $ems$ •••• © HUMIDITY LEVEL, RAINFALL AND SOLAR CONNECT WIRES BY SOLDEFNG TOGETHER + • •• STRAINER ' j LEIT2ET WITHVALVEBOX O MOUNTING DOME RADIATION WATERPROOFING. USE AN U L APPROVED , MESH MO EL :, :• ..; ' O FINISH GRADeroP. :•• .v2 4 . lR'DMD WIFE SPLICE ' " • • O 1' x 12' MOUNTING COLUMN INCLUDED Wf� TYPE EXPAN- ppaMll D r`C'SCR 40 11 v•'::••: 5 O DIG VALVE MODEL _ ••.••• •• OOPI Lrv�e/ 4•) MALE ADAPTOR rj 3/4"305DC-075 r 305oc- 100 O MOUNTING COLUMN BRACKET 6 WITH 2 CLAMPS AND NUTS 1 ELBOWN 12 j 7 b SWIVEL FITTING DIG MODEL O GRADE NON PRESSURE LINE iMITERS 314' 23-004, 1" 23-003. 13 ® 1-1/2' GALVANIZED PIPE a FRTBNG B f O PVC SCH40MALEADAPTER. 8-10 FEET HIGH PVC LINE PIPE RELIEFPORT ® PVC LATERAL LINE. FINISH GRADE e e ' , •4 Y FINISH GRADE 9 • O 1-1/2' THREADED GALVANIZED CAP •, ey,$, SOLENOID SHRUB ARIAS O �: :d. .,4. O BRICK SUPPORT AT EACH CORNER. Q10. d e•eY - ♦ !. .. jQ PEA GRAVEL SUMP - MINIMUM 3'. .' 15' x 15' CONCRETE BASE WITH 6 e e s e FLU ADJUSTMENT Q e " ° •.' '• • ' •' `' © .e e e PEA BRASS ELBOW FLOW ° . . ;. 14 ° ' ' • t I DRY SPLICE CONNECTORS MINIMUM OF B' DEPTH a da" e' e e' e� W 3 CU. FT) IQ BACK-UPNPTPVCBALLVALVE. O FINISH GRADE PVC SCH. 40MALE PRESSURE SUPPLY PRESSILFE SUPPLY LINE FrITING LIE INTAKE I3 PVC SCH 40 90 DEGREE ELL. 6 7 ( SPECIFICATION) $ PVC LINE PPE MNBCH 80 14 SCH 40 TEE. NOTE COMMON V t EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 17 FROM WALLS, I5 AND SDIG 330 921 SOLENOID OADAPPTIWIFER DIG CONTROL WIFE BULDIKi3 ETC. NOTE. 2 ALL ABOVE GROUND ASSEMBLY SHALL RECEIVE ONE(D COAT ' • • INSTALL CONTROL VALVES MINIMUM OF 3F7. APART EPDXY PRIMER AND ONE(D COAT EPDXY PANT AS SELECTED BY • N BFRtB AREAS UNLESS OTHERWISE NOTED. ARCHITECT . DO NOT PANT LEVERS, TAGS, AND MOVING PARTS. ' , ' 3. WHEN UHT IS NEXT TO BUN_DM WALL, ETC, TEST COCKS L ARE TO BE ON OUTSIDE A BACKFLOW PREVENTOR (PER C.V.W.D.) B AUTOMATIC SMART SOLAR CONTROLLER C AUTOMATIC VALVE � I XE N —i--- (�) 2 i- I 4- APPLIED ENG.(OR EOUAL)12'xl8' PLASTIC BOX + COVER W/ LOCK TOP MARKED IRRIGATION CONTROL VALVE. COLOR TO MATCH SURROUNDING SOIL. USE LAVENDER BOX FOR RECLAIMED WATER APPLICATION. / . OF . :-• FINISH GRADE USE CFFL91YS TAGS•ECAJAL EOIAVALENT TO INMATE ;' i =.L LW AV vtwli CONTROL ZONE KIT - RAIN BIRD XCZ-100-B-COM (INCLUDES BALL VALVE,10OPESB VALVE, OKCHK100 BASKET RLTER AND PS-M40X-100 PRESSURE REGULATOR.) PEA GRAVEL ZIP 3' Ir 1-9 x x x x x--,< x x x x� x x x x x x x •..y/ x x x x x x x x x x GRADE x x x x x x x x LAWNAREA$ x x x FINISH GRADE SHRUB AREA Q s • , PRIG SUPPLY y • : a ' LINE (SEE SPEC) PEA GRAVEL 1MN2 CU. FT) BALL VALVE ' USE T.O.E. NIPPLE D BALL VALVE P19y14YWi:I RCV ti PRESSURE REGULATOR I PLANTING LEGEND QBJERAL INSTALLATION NOTES 1 SPRINKLER IRRIGATION PLAN B DIAGRAMMATIC. FINAL LOCATION OF PIPM WILL BE DEIE•. MM, AT TIME OF INSTALLATION. MAINLINE E AND LATERALS SMALL BE PLACED N SAME TRENCH WHEN POSSIBLE. EOUPM E NT SHOWN N PAVED AREAS is PCR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLANTED AREAS. L INSTALL ALL EOUPMENT As sMOWN N DETAL.B ALL eauiP ENT RECUT ED BUT NOT SPECIFIED ON THE DRAWING SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR 3. ALL EcUPLENT SHALL se INSTALLED N ACCORDANCE WITH MAN UFACTIREIM INSTRUCTIONS AND SPECIFICATIONS. 4, BACKFLow PROTECTION UNIT(s) SHALL BE INSTALLED N ACCORDANCE WITH LOCAL CODES. 5, IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WORKMANSHIP DURING INSTALLATION. 6, ALL MAINLINE PPNG SHALL HAVE A MNkm CF 1• COVER (24' UNDER ROADS AND STREETS, AND 24F RUBBER MOO SEAT ED PPE). ALL LATERAL PIPING SHALL BE TRENCHED A MINIMUM OF 12' DEEP ALL CONTROL WIRE GONG UNDER DRIVEWAYS AND STEETS SHALL BE SLEEVED N A PVC R°FE LATERAL P1940 GONG UNDER DRIVEWAYS AND STREETS, SHALL BE SCHEDULE 40 PVC. 7- ALL VALVE CONTROL WIRE SHALL se INSTALLED N SAME TRENCH WITH MAINLINE WH6EfVER POSBBL.E AND 81-11ALL BE SOLD COPPER, AWG 09 TYPE UIF, DIRECT BURIAL ARE, USING SNAPRTE OR SOOTCH-LOG WIRE CONNECTOM g. ALL TRENCH BACKRL SOIL SHALL BE CLEAN, FRIG OF ROCKS, TRASK GLASS, SOLVENT AND CEMENT CONTAINERS AND RAGS. CONTRACTOR SHALL COMPACT ALL TRENCHES TO A DENS" EQUAL TO THE UNN DISTURI3ED SOL AND SHALL BE RESPONSIBLE FOR BF840M ANY BETTED TRBNOHES BACK TO FISH GRADE 9. CONTRACTOR SHALL FLUSH ALL PPE LINES PRIOR TO INSTALLING SPRINKLER! HEADS 10. CONTRACTOR SHALT_ INSTALL VALVE BOXES AT GRADE OVER ALL ELECTRIC VALVES AND INSTALL ANT -DRAIN VALVES AS NECESSARY TO PREVENT LOW HEAD DRAINAGE EROSION OR DAMAGE It CONTRACTOR SHALL ADJUST ALL SPRINKLERS AND VALVES FOR PROPER OPERATION AND COVERAGE SPRI•KLERS ALONG STREET CURSING AND DRIVEWAYS SHALL BE SET BACK 18 INCHES PER CVWD. ALL SPRINKLERS SHALL BE ADJUSTED 80 THAT NO WATER B THROVN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLA, NO OVERTHROW B PERMITTED ON HARDBCAPE 12. 12D VOLT POWER FOR CONTROLLIEWS) IS TO BE PROVIDED BY OTHERS ON A SEPARATE CIRCUIT BREAKER IRRIGATION CONTRACTOR SHALL BE FEBPONIB13LE FOR MAKING CON1 EC71ONS TO CONTROLLER CONTROLLER FINAL LOCATION SHALL BE DEIT3iLR•8) BY OWNERS AUTHOR® REPRESENTATIVE. 11 RONALD GREGORY ASSOCIATES, INC. SMALL APPROVE ALL NFELD DESIGN CHANGES DUE TO SITE PLAN AND LANDSCAPE PLAN CHANGES TO GUARANTEE 10OX SPFl.ICLEFi COVERAGE OR THE IRRIGATION CONTRACTOR SHALL ASSUME RILL RIESPON SEKBY. 14 RONALD GREGORY ASSOCIATES, INC. SHALL NOT SE RESPONSIBLE FOR IMPFIOPER OPERATION OF SYSTEM DUE TO CONTRACTOR NOT FOLLOWING PLAN PPE SUM OR NADE XAATE STATIC PRESSURE OR INFIELD DESIGN CHANGES WITHOUT APPROVAL 15. RONALD GREGORY ASSOCIATES, ES, INC. B NOT RESPONSIBLE FOR ERRORS N INSTALLATION F THEY HAVE NOT BEEN PETALED FOR INSTALLATION OBSERVATION. 16. LANDSCAPE CONTRACTOR SHALL REF@T TO SPECIFICATIONS FOR DETALS, STANDARDS OF MATERIALS AND WORKMANSHIP SPECIAL NOTES 1. 8HfilNB SPRAY HEADS ON A REEF! WILL ONLY BE PEWMrTTED NOT TO A WALL A FENCE OR OTHER! AREA WHERE THEY ARE OUT OF CLEAR VIEW AN APPROPRIATE HEIGHT PROF -UP SPRINKLER SHALL BE INSTALLED ADJACENT TO ALL WALKS, DRIVES. PATIO AREAS AND ALL AREAS PEDESTRIAN TRAFFIC. FINAL INSTALLATION N LAWN SHALL BE FLUSH AND N SHRUB B®8 ONE NCH ABOVE GRADE 2 CONTRACTOR SHALL PROVIDE THREE BUBBLERS AT THE EDGE OF THE ROOT BALL FOR EACH FIELD GROWN OR 24' AND LARGER BOX® TREE OR AND OTHER TREE AT THE DIRECTION OF THE LANDSCAPE ARCHITECT. POP-UP SPRAY SPECWCATIONS LAWN TWO OR THREE NCH POP-UP BODY N STANDARD TURF GROUNDCOVER THREE OR FOUR NCH POP-UP BODY FOR LOW GROWING TYPES, FOUR OR SIX NCH POP-LF FOR TALLER TYPES. ANNUAL COLOR SIX OR TWELVE NCH POPUP BODY SHRUBBERY SDK OR TWELVE NCH POP-UP BODY —Qj KEYNOTES 2 1. HARDSCAPE (TYP)/FINISH GRADE 18' 2. CLEAN BACKFILL - 90% COMPACTION 24" Min Or Per Specs 3 tY 3. SAND (TYP) 4 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER >•• CHART)/NON PRESSURE LATERAL 6' 6 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE I 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE 2' SLEEVE. ALL SLEEVES TO BE SCH 40 PVC. EXTEND 2' SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON g' BOTH ENDS. RECLAIMED WATER SLEEVES TO BE 2' 4 65 2' MINIMUM 42"-48" DEEP ( OR PER WATER DISTRICT SECTION / ELEVATION STANDARDS WHERE APPLICABLE). 90% COMPACTION REQUIRED - SEE SPECS O TRENCHING/SLEEVING DETAIL LEGEND 1 RAN BIRD XERI SPRAY OR XERI BUBBLBi OR K DRIP VALVE EMITTER PIPE SIZING CHART 1/2" PIPE 0 TO 180 GPH 3/4" PIPE 181 TO 360 GPH TREE, PALM TRUNK XERI-BIXI EMISSION DEVICE (� IRRIGATION APPLIED ENG (OR EQUAL) ROLM PLASTIC 1" PIPE 361 TO 840 GPH IRRIGATION HEAD TYP. ROOT BALL EOIPMEKf LEGEND FOR MODEL f). NOTE BOX +COVER COLOR TO MATCH 1-1/4" PIPE 841 TO 1440 GPH (SEE IRRIGATION S LEGEND FOR SPECS) FINISH GRADE INSTALL AT LOWEST POINT � 2 RAN BFID MODEL #PFR-12 POLY FLEX RISER AND/OR AT END OF LATERAL USE LAVENDER BOX FOR RECLAIMED t1.ENGTH A3 ). PIPING AS NEEDED. WATER APPLICATION. \ 1. INSTALL ONE EMITTER PER PLANT (UNLESS OTHERWISE NOTED) AT UP 3. MULCH BED. - — FINISH GRADE --11 1=1,. HILL SIDE OF EACH PLANT. A NNW GRADE I 11 I I ' d I- I �I I h 2. DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT Q SEE DETAII (THIS SHEET) 5. PAD FITTING (S x S If 1/2' FIPT). PVC LATERAL LIE ° A ' ' ; ,- SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS FOR BUBBLER OR SEE PLAN FOR SIZE=I I °o I I. -III- RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN XERI-BUBBLER DETAIL 6. RAN BIRD MODEL 4FRA-05D POLY FLEX Q a I (_ THE ACTUAL NUMBER OF PLANTS FOR THE PROJECT. RISER ADAPTER AUTOMATIC = _I PLACE IRRIGATION HEAD PLACE IRRIGATION HEAD FLUSHINGEND VALVE 3. IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO AT EDGE OF PLANT PIT. ADJACENT TO ROOT BALL 7. PVC PPE (DEPTH PER SPECIFICATIONS). FLL Box WITH Ur Pee GRAVEL,ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS. J DRIP EMITTER L END SELF FLUSHING VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE/PALM IRRIGATION DETAIL TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLNATED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. CVWD LANDSCAPE APPROVAL These ;plans have been rev*wed by the Cloac halla Valley Water District In accordance With Calfornla Governer vi code, Section 65591 et seq. $� T G retiring efficient landswpa and irrigation design in cGoporabon with tiee local gavarning aganny (Glty or County). Ot S .f. R i G'� Approval of th,S dravAng oy CVWD staff does not consthute approval to orb into district and US311 Rights -of -Way. Tunes, plans, walls, and parnlanent strucluiss of any kind may not ire planted or Installed in 0/WD and USSR eaSetltents or right-oW ay Without firs* obt.a=ring an eroomadrment permit front CV' ' D WATL MANAG IVENTICEPAR�NT LAQ4ci _ ctf'Jv[) Plan 7i A?F lrf-t.(?PM#=NIT 411( s .FpAR?N.9FN1"... 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 V/ J W W Q U W Z 0 /R V 0) Q QR 1L W J F_ F_ U W 2 /7. � SPECIFICATIONS SHEETE BOOK ❑ JOB CAPTAIN: RG DRAWN: LT CHECKED: — PROJ. NO: R1333 DATE: 5/10/13 SCALE: REVISIONS: NIT. I SHEET NO: L-4.00 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 STU PERINT15N DENT), 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. 6. ALL MAINLINE PIPING SHALL HAVE A MINIMUM OF 18" COVER (24" UNDER ROADS AND STREETS, AND 24" IF RUBBER RING SEALED PIPE). ALL LATERAL PIPING SHALL 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, WI TH 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. GENERAL NOTES 1. THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGSIPLANS. 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 CONTRACTOR'S 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: _FEIRO ENGINEERING DATED: 4/30/2013 REVISED: TITLED: _PRECISE GRADING PLAN 2. WATER INFORMATION WAS OBTAINED FROM: MR. ROBERT AVINA OF: _CVWD DATE: _519113 PSI _70 GPM 3. SPECIFIED EQUIPMENT: ALL EQUIPMENT SHALL BE AS LISTED IN THE IRRIGATION LEGEND AND INSTALLED AS PER THESE DETAILS AND SPECIFICATIONS, OR MANUFACTURER'S 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 1-10 AND SMALLER SHALL BE PVC SCHEDULE 40. BOTH SHALL BE HAVE A MINIMUM OF 18"OF COVER AND HAVE SOLVENT WELDED JOINTS MADE FROM NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION 1785. T SOLVENT WELDS: PVC SOLVENT WELD FITTINGS SHALL BE SCHEDULE 401-2 11-K NSF APPROVED, CONFORMING. TO ASTM TEST PROCEDURE D2466. V U LLED 40 IF 8. LATERAL LINE PIPE: NON -PRESSURE BURIED LATERAL LINE PIPE SHALL BE PC CLASS 200 FOR SCHED 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 ATRENCH, 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 OFFSITE; 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. 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 U) Z O F_ U. U U � U w J � U W W a W Z ® � e < Q /'► Q 0 W J H H 0 w 0 W IL SPECIFICATIONS SHEET ■ BOOK ❑ JOB CAPTAIN: RG DRAWN: LT CHECKED: - PROJ. NO: R1333 DATE: 5/10/13 SCALE: REVISIONS Z�_ - NIT. Z - Z�- - Z�_ _ Z�- -I SHEET NO: F -- A N7 tN\0- -056), ---"LOT --�-(Pi0AA/A1TE STREET SEWER SANTA FE ;SEWER SA N TA FE TRAIL KEY MAP PLANT SCHEDULE SHRUBS BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS C CHRYSACTINIA MEXICANA DAMIANITA 5 GAL LOW 0.2 36 HP HESPERALOE PARVIFLORA RED YUCCA 5 GAL LOW 0.2 32 RTB ROSMARINUS OFFICINALIS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 ,CAL`"".._.,.—. --. ,L OW 0.2 16 YUR YUCCA RIGIDA MEXICAN BLUE YUCCA 2'-3' TRUNK HT. LOW 6.2, 6 VINE/ESPALIER BOTANICAL NAME COMMON NAME SIZE I WATER USE I QTY REMARKS TEC ORA I TECOMA X'ORANGE JUBILEE' ORANGE JUBILEE YELLOW BELLS 15 GAL I MOD 0.5 116 1 WIRE TO WALL PLANTING NOTES: t PLANT OUANT". List is provided for the convenience of the contractor/client and Is not Intended for accurate bid ft purposes. 2 PLANT ALLOWANCE: The contractor shall provide 4000 to be used for additional plant material not Indicated on the legend which may be deemed necessary by the landscape architect andf approved by the owner's representativesuch plant material will be specified and field located by the landscape architect If this allowance Is not used, or Is only partially used, the unused portion shall be credited to the owner. 3. LANDSCAPE ARCHITECT Shall field review all plant locations prior to planting. Plante shall be placed in their Intended locations while still in their containers/boxes. 4. UNfT PRICES Landscape Contractor shall furnish unit prices for all plant material and irrigation materiel when submitting the bid to the owner. 5. WARNWO Plant materiel feted may or may not have been approved by the Agricultural Commiesioner's office. Landscape Contractor, please contact the Agrict"ai Commieeloner for approval Plant material not conformirg with quarantine laws may be destroyed and civil action taken Ali plant materiel ie subject to inspection at the discretion of the Agricultural Commiseloner's Office & Lawn Is not intended to be planted on any slope which exceeds a1. The landscape contractor anal verify that that field conditions are such that lawn indicated on this plantnp plan will be planted on elopes no steeper than 39. t field corKOwe are such that any slope to be planted with lawn is steeper than a1, the contractor anal not Hefei the lawn until RGA has conducted a site review, followed by written Instructions to the contractor and owner to address the situation. 7. Mounding AN mounding i ckated on this planting plan shall be considered decorative, and Is not intended to be a part of the ate drainage system Ai mounding shall be installed so that the toe of the mound is a mininun of 1t Inches from any sidewak or a minimum of 3 feet from any building Mounding slopes shall not be steeper then 31. & Site obaervatione by the landscape architect due to the nature of the construction process, all coral action work Includes deviation from the plane/approved design, it is operative that the landscape contractor maintain regular communication with BOA, and that any proposed deviation from these construction documents be discussed In advance with ROAR to the responebity of the contractor to request a site observation by RGA to observe any work which deviates from the construction documents. NOTE: LSERT SUNSET DECOMPOSED GRANITE 3/8, MINUS W/ t1% FINES, WETTED AND COMPACTED To A 2' DEPTH. BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN, ANNUAL COLOR AND COBBLE AREAS. h55J� �- "L 0 T G "--(PRIVATE STREET)- _ - - - NORTH SCALE: 1 /8" = 1'-0" GRAPHIC SCALE MM6 24' 16' 8' 4' 0 ♦ These plans twe been reviewed by the Coachella Valley Water Dsuk,,t In Code, Approval of this Omwing ay local govinuft agency (City or CountI district be and USSR easements or riod-d-my witito4t lior�a obta4div an A2 Lls M y r Mill 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 ZW Q V J m IV W Z _I Z Z Q \ Q LIJ J H H U SPECIFICATIONS SHEET. BOOK ❑ JOB CAPTAIN: FIG DRAWN: CC CHECKED: - PROJ. NO: R1333 DATE: 5/10/13 SCALE: 1/8" = T-O" REVISIONS NIT. Z�_ _ - Z�- - - 0- - - Z�— — — Z�_ _ SHEET NO: L-5.00 REFER TO THE MOST CURRENT 'CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDE FOR LANDSCAPE MAINTENANCE SCHEDULE. 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) Hardscape / Boulders -Cobble a. Sidewalk and wall layout b. Utilities location c. Boulder type, size, weight and placement 3) Irrigation System Rough -In a. Trench depth and location b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4) Plant Material (trees & shrubs ) a. Condition b. Type c. Placement 5) Ground Cover (decomposed granite) a. Type b. Depth and spacing c. Compaction 6) Final a. Irrigation: i) Valves, boxes and wiring ii) Controller operation and schedule iii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant iv) Overall operation v) As built b. Tree staking c. Overall Irrigation Water Use Schedule by Month (This irrigation schedule is a guide per CVWD) Spray He Bubblers and Emitters Lawn irrigation days per week. by month Tree + shrub irrigation days per week, by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 2 3 4 5 6 7 7 6 6 4 2 2 2 3 4 5 6 7 7 6 5 4 3 2 Spray type head for lawn (in minutes per irrigation day), by month Bubbler type head for trees (in minutes per irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 3 5 8 10 10 10 10 10 8 6 7 2 Low. 10 16 20 28 36 40 42 34 30 20 14 8 Rotating typg head for lawn (in minutes per irrigation day) by month Emitter type head for shrubs (in minutes per irrigation day), by month Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. Jan. Feb. Mar. Apr. May June July Aug. Sep. Oct. Nov. Dec. 12 22 35 42 46 41 41 40 32 27 28 9 Low. 12 18 24 36 42 48 48 42 36 24 18 12 Contractor to provide an irrigation schedule for this site, taking into consideration, wind, soil type, temperature and plant water use. Contractor shall then program the controller to produce the scheduled water rates for each day, week, and month. Contractor shall then observe the condition of the plants and adjust the schedule as needed to assure that the plants are not over or under irrigated. TREE NOTE: ALL G TREES TO BE SINE LEADER, LOW BRANCHING WITH SIDE BRANCHING TO REMAIN. PER ARIZONA NURSERY STANDARDS. NOTE: TREES, PLANT, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENT OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD. VARIES 12' PAST VINE BOTH SIDES TYP. WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. N CV N 4 iR Fol .ANT PIT DEPTH OF ROOT BALL I-r'As1►Ii 1 i-7_1I ALL NATIVE PLANTS SHALL BE BACKFILLED WITH NATIVE SOIL ONLY • �� -i • -ice SHRUB PLANTING + VINE ESPALIER DETAIL PLANTING NOTES t PLANTII G PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 2 PLANT OUANTfiY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS. 3. MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHERS. FINISH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR 4. WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR WALK TO CONTROL RRIGATION RUN OFF. 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE. 6. SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADERBOARD AS SPECIFIED OR APPROVED BY LANDSCAPE ARCHITECT. 7. WI -ERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' (FIVE FEET) TO AN EDGE OF PAVING, HEADERBOARD OR ROOF LINE. ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SURFACE (EDGE OF SIDEWALK, WALLS, CURBS, ETC) MUST HAVE LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURE'S SPECIFICATIONS, EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER (SEE DETAIL) 8. DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADERBOARD, OR 30' FROM LANDSCAPE LIGHT FIXTURES. 9. REMOVE ESPALIERED PLANS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED. 10. IF REOUIRED, THE OWNER OR OWNER'S REPRESENTATIVE SHALL SUBMIT PLANS TO THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL FOR BUILDING PERMITS. 11. BEFORE BACK19LUNG THE ROOT BALL, WATER THE PLANT IN THE HOLE AND WAIT FOR IT TO PERCOLATE, THEN PROCEED TO WATER THE HOLE, BACKFILL HALF THE HOLE, TAMP AROUND THE ROOTBALL TO REMOVE AIR POCKETS. CONTINUE BY WATERING, BACKF LUNG, AND TAMPING UNTIL HOLE IS FILLED. PLANTING NOTES 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. CVWD LANDSCAPE APPROVAL These plans havebeen rev'swad by the Coachella Valley water Dlstrict in AT 6 aawrdar.ee Mill l California Governemnt Code, Section 65591 et seq, 4A requiring oifCicnt icandscapo and irr,gatton design in ror,peratifin with the local governing agency (City or County). 'S T R t C Approval of this dre:ving oy CVWU staff dozes not =stltufe approval to encroach into district and USSR Rights -of -Way. Trees, plans. walls, and permanent structures of any Wit may not bib planted if instalted'nr CVWD and USSR easements or right -of -vary without first obtaining an j encrcethment po nvl WATER NAGEttAEN i DF»RAITI'M PIT L40481 CVWDPlan FVF.t0PMFNT, _ VI ` rFPAR MFN 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 J M 0 W Z U Cn Cn J W Q W Uw Ua QO Qv z� J� W Z �- W z F. 0 W Z Z Q �J Q Q 0 0- �0. Z 0 Q Z ZQ 0 1- U W W J PCf) U �Z I T N 0- SPECIFICATIONS SHEETS BOOK ❑ JOB CAPTAIN: FIG DRAWN: CC CHECKED: — PROJ. NO: R1333 DATE- 5/10/13 SCALE: 1/8' - 1'-0' REVISIONS NIT. SHEET NO: L-6.00 • a € Water Use Calculations Waring Place: Meter -A Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Site Information 3 577A 5 0 0 0 0' Number of plants by water use Very Low 0 Low 45 Mod 8 High 0 Total 53 %of Total Landscape 0.000 0.849 0.151 0.000 1.00 Maximum Applied Water Allowance Sauare Footage 0.00 490.03 87.12 0.00 Water Efficient Landscape Worksheet ' Waring Place: Meter -A Water Adj. Total Sq. Conversion Factors Zone No. Eto MAWA 0.62 748 Factor Ft. Conventional 2 66.82 0.5 577.15 0.62 748 15.98 Landscape Recreational 2 66.82 0.82 0 0.62 748 0.00 Turf TOTAL MAWA 15.98 Estimated Water Use YP PlantlIrri ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 9 Y Drip / Bubbler / Micro Spray 2 0.9 1 490.03 2 Low Season Zonal Bo Rant Factor Area sq, ft. Conversion Fac[ors 0.62 748 Irri. Eff.Spring 14.72 0.20 490.03 0.62 748 0.Sunnier 40.75 0.20 490.03 0.62 748 0.Fall-Winter fEtstimatedValue 11.35 0.20 490.03 0.62 748 0.TOTAL Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drip I Bubbler I Micro Spray 2 0.9 87.12 3 Mod Season Zonal Ro Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 14.72 0.50 8T 12 062 748 0.9 0.59 Sumner 40.75 0.50 87.12 0.62 748 0.9 1.63 Fall -Winter 11.35 0.50 87.12 0.62 748 0.9 0.46 TOTAL 2.68 Estimated Total Water Use Water Use Calculations Waring Place: Meter-B Zone No Total Tree and Shrub Square footage Total Lawn Square footage Total Annual Color Square footage Total Water feature Square footage Recreational Turf Square footage Site Information 3 571.86 0 0 0 0 Number of plants by water use %of Total Landscape Very Low 0 0.000 Low 45 0.849 Mod 8 0.151 High 0 0.000 Total 53 1.00 Maximum Applied Water Allowance 8.71 Square Footage 0.00 48554 86.32 0.00 Water Adj. Total Sq. Conversion Factors Zone No. Eto MAWA 0.62 748 Factor Ft. Conventional 2 66.82 0.5 571.86 0.62 748 15.84 Landscape Recreational 2 66.82 0.82 0 0.62 748 0.00 Turf TOTAL MAWA 15.84 Estimated Water Use Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drin / Bubbler / Micro Sorav 2 0.9 485.54 2 Low Season Zonal Etc Value Rant Factor Area sq. ft. Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 14.72 0.20 485.54 0.62 748 0.9 1.32 Sumner 40.75 0.20 485.54 0.62 748 0.9 3.64 Fall -Winter 11.35 0.20 485.54 0.62 748 0.9 1.02 TOTAL 5.98 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Drio I Bubbler / Micro SDrav 2 0.9 86.32 3 Mod Season Zonal Eto Value Rant Factor Area sq. ft, Conversion Factors Estimated Water Use 0.62 748 Irri. Eff. Spring 14.72 0.50 86.32 0.62 748 1 0.9 0.59 Sumner 40.75 0.50 86.32 0.62 748 1 0.9 1.62 Fall -Winter 11.35 0.50 86.32 0.62 748 1 0.9 0.45 TOTAL 2.66 Estimated Total Water Use APPLICANT INFORMATION Name of Project Applicant: Tom Miller Telephone No: 760-568-3624 Fax No: 760-773-5615 Title: Designer Email Address: tmiller@rga-pd.com Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste. 210 City: Palm Desert State: CA JZip Code: 92260 SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Circuit No. PlantType(s) Irrigation Method Area (Sq. Ft.) %of Landscape Area A 1 LW / MW D 577.15 100.00% 0.00% Total: 577.15 100.00% Water Efficient Landscape Worksheet Waring Place: Meter-B APPLICANT INFORMATION Name of Project Applicant: Tom Miller Telephone No: 760-568-3624 Fax No: 760-773-5615 Title: Designer Email Address: tmiller@rga-pd.com Company: RGA Landscape Architects Street Address: 73061 El Paseo, Ste. 210 City: Palm Desert State: CA JZip Code: 92260 SECTION A. HYDROZONE INFORMATION TABLE Irrigation Point of Connection (P.O.C.) No. Controller No. Valve Circuit No. Plant Type(s) Irrigation Method Area (Sq. Ft.) %of Landscape Area B 1 LW / MW D 571.86 100,00% 0.00% Total: 571.86 100.00% 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. 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. PLANTING NOTES t PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READNQ PLANTING 18 TO BE ADJUSTED N FRBD AS NECESSARY. 2. PLANT QUANfRY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT NTENDM FOR ACCURATE BDDNG PURPOSES. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVDNG PLANTS AS INDICATED ON THE • ♦• -a -t • •- • • - e • • • O•i6• • •10 • • • • • • • •I•* - =t♦ •! • '•Y .- ♦- • c ♦ •. --• • • • • - • •.• - •ram- l.\'. •mil t.� 41 7.dL: 9. REMOVE ESPALIERED PLANTS FROM THEW TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH PLANTS N THE SAME PATTERN THEY HAVE BEEN TRAINED. 11 BEFORE BACKRLLING THE ROOT BALL, WATER THE PLANT IN THE HOLE, FERTILIZER AND THEN PROCEED WITH BACKFLLNGiNATNE DESERT PLANTS SHALL BE BAC KF LLED WITH NATURE SOIL. DO NOT FENMIZE DESERT PLANT. LIGHTING NOTES t ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER REPRESENTATIVE OF OWNER 2. ALL LK?HT FIXTURE E LOCATIONS ARE SHOWN DIAGRAMMATIC ALLY ON THIS PLAN ACTUAL LOCATIONS SHALL BE DETERMINED N THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED. 3. OUANTMES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING USE CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT FIXTURES AS NDICATED ON THE PLANS 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF S (FIVE FEET) FROM POOL, SPA, LAKE OR FOUNTAIN EDGE ALL LK*fT3 WHICH ARE INSTALLED WITHIN 10' (TEN FEET) OF WATERS EDGE TO HAVE GFI, OR MUST BE LOW VOLTAGE OR FIBER OPTIC. 5. INSTALL CONVENIENCE OIJILEI3 AS LOW AS LOCAL CODES PERMIT 6. NSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE. 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6' (SIX INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS. S. INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF AND MANUAL OVERRIDE SWITCK SWITCH TO BE LOCATED PRIOR TO INSTALLATION COORDINATE LOCATION OF SWITCHES WITH OWNER 9. ALL LK*fr FIXTURES TO BE NSTALLED PER MANUFACTURER'S SPECIFICATIONS. 10. MOUNT FIXTURES AS LOW AS POSSIBLE: SCREEN (WHERE POSSIBLE) WITH PLANTING. 11. ALL CONDUIT TO BE SCH 40 PVC WITH GALVANIZED 90 RISERS. 113E UL LISTED EXTERIOR BELOW GRADE WATERPROOF JUNCTION BOXES, PER NEC 3PECIFICATIOW 12- ALL CWCUX M SWITCHING AND CONNECTIONS TO BE BY ELECTRICAL CONTACTOR Lo-nm PLAN INDICATES FIXTURE LOCATIONS ONLY AND IS NOT INTENDED TO BE AN ELECTRICAL PLAN. ELECTRICAL WORK 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 FOR ANY LIGHTING AND IRRIGATION CONTROLLER INDICATED ON THESE PLANS. SHOW ALL CONDUIT AND WIRE SIZES. INDICATE VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES. PROVIDE SHOP DRAWINGS OF FIXTURES AND PANELS TO OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS. 2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH PROJECT ELECTRICAL SYSTEM. COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES. PROVIDE CONDUITS AS REQUIRED. 3. WIRING METHODS: A. ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE. B. ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS. C. ALL CONDUIT ABOVE GRADE SHALL BE PER NEC APPROVED SPECIFICATIONS. 6. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR (24) HOUR TIME CLOCK AND PHOTO CELL. COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER. 7. PANEL: PANEL SHALL BE NEC EXTEREOR CONSTRUCTION WITH METERING PER UTILITY COMPANY REQUIREMENTS. ALL CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR. 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE LANDSCAPE LIGHTING AND FIXTURE LOCATIONS ONLY. CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1. SCOPE OF WORK: THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONFORMANCE: ALL PLANTING 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. 5. SITE VERIFICATION: PRIOIR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS AND BE FAMILIAR WITH THE DESIGN OF THE LANDSCAPE WORK. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER (JOB SUPERINTENDENT). 6. FIELD STAKING: THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS, ALL TREES, SHRUBS, VINES AND HEADERBOARD LAYOUT/GROUNDCOVER DELINEATION FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 7. 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 GROUNDCOVER FOLLOWING THE DATE OF FINAL ACCEPTANCE OF PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. 8. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY APPROVED SUBTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE NOTED. THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER. 9. UPON COMPLETION OF PLANTING: CONTRACTOR TO SCHEDUAL FINAL REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT TO REVIEW PLANTING FOR CONFORMANCE TO THE INTENT OF THE APPROVED PLANTING PLAN AND THEN PREPARE A WRITTEN REPORT REGARDING THE REVIEW. OWNER'S PLANTING WORK RESPONSIBILITIES 1. CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION 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 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 CONTRACTOR'S CONFORMANCE TO CODE, AND WILL PROVIDE AESTHETIC DIRECTION ONLY. 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS: 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 SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE PRECEDING FACTS. 3. ROUGH GRADE: OWNER (JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT OF FINISH GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING LESS THAN 1/10TH OF ONE FOOT, OR MOUNDING AS INDICATED ON PLANTING PLANS. 4. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL IMMEDIATELY BE 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 AND LANDSCAPE ARCHITECT SHALL BE AT THE OWNER'S AND CONTRACTOR'S RISK AND EXPENSE. 5. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE CONTRACT DOCUMENTS SHALL CONCURRENTLY BE DECIDED BY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. 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 V/ Z O_z O Q W Ua U Q LL Q _M UU w �Q C o U Z Zw Q �-- Z Q Q J W J F- U F- W W i I co d SPECIFICATIONS SHEETE BOOK ❑ JOB CAPTAIN: RC DRAWN: CC CHECKED: - PROJ. NO: M333 DATE: 5/10/13 SCALE: 1/8' - 1'-0% REVISIONS: NIT' Z Z�- - - 1 SHEET NO: L-6.01