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HomeMy WebLinkAboutPFF Bank_1 Apr 19 2007 4tl3PM RORY RRCHICTECT6 6269639332 p.I • A D A Y A R C H 1 T P C T 5I _ v I{{ T 4 TTff L_ +t-1 j ili 11L«1 Fj L 1 { [GIRTI - � , �� I Eric rl .� l "C I t1ir �- `ry � I I Irk c-;j Vwtgbr At �(tn,4 P'An 1Pno1 ! r L YH+0IF� �,,IA,7 &x 1!of-17.--Ur w I 1 k 819 East Rnme 66,Qend—,CA 91741 626.963-464< 17A%:626-96).4332 -APPROVED - Landscape Retro- ' [Date ewed BY: scape M,gr Y" — CITY of PALM DESERT PUBLIC WORKS DEPT. Apr 10 2009 4:14PH AOAY ARCHICTECT9 6269634332 P.2 ■ ■ � � 44S O ■ ■ Y • O 3i J ■ W LLY = o � U LL. Z _ r ■ 0 Q - � : d m cue ■ 3 m e ■ W ■ � * LL e Cl .+ ■ ;a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t ■ W ■ -APPROVED - Landscaoe Retro-F't lan [Revifl-wed BY:dpe r. CITY of PALM DESERT FUBLiC WORKS DEPT. City of Palm Desert CITY OF PALM DESERT - � LANDSCAPE INSPECTION SCHEDULE Water Calculation Chart land arc + west 1. Sleeving Grading-------__ a. Sleeve diameter, type,depth and location { b. Soil surface drainage, elevations and trash (including weeds&rubble) Maximum VMrter Allow ance, (MWA) 2. Hardscape/ Boulders-Cobble Input Zane 0 - _ ley©Gt Newport Beach,CA 92660 a. Sidewalk and waft __ ulte#111 b. Utilities location Ne or Bea -- -� CONNECT TO EXISTING 1"MAINLINE. REFER TO THE VILLAGE AT C. Boulder type,size,weights and placement Tel:(949)2240040 4340 Square Footage Calculations UNIVERSRY PARK- PHASE 1 . 3. Irrigation System Rough -In Fax:(949)224-0044 Tree&Shrub Square foot sea a. Trench depth and location Turf Square foot o CONTROLLER 'E' LOCATED ON THE VILLAGE AT UNIVERSITY PARK- b. Pipe size and class Total Square footCobble/Boulder 285 PHASE 1 (RETAIL) PACKAGE PREPARED BY LAND ARC+WEST. c. Pressure test (125 psi for 6 hours) Total Waterfeature Square footage 0 Total Landscape Square foot 1148 4. Plant Material (trees &shrubs) CONSULTANT a. Condition Zone No. @o water AcU. Total Conversion Factors Total b. Type Factor Sq.ft. 0.62 748 M WA c. Placement 1 57,01 0.5 0 0.62 748 0 �J 2 66.82 0.5 0 0.62 748 a 5. Ground Cover(decomposed granite) 3a 75 0.5 0 0.82 748 0 3b 88 0.5 0 Q82 748 0 .. E l 0 a. Type ��Q' b. Depth and spacing � '" 9 V 4 LIMIT OF WORK ' �` a 93.9 0.5 114$ 0.62 748 44.67010161 C. Compaction ■ �� �J 6. Final 1. � a. Irrigation: Estimated V*der Use 2"S `�� i.) Valves, boxes and wiring ■ - - - ii.) Controller operation and schedule Total Number of plants 40 - - -- - - - - -- T ° iii.) Sprinkler, bubbler and/or drip emitter type, flow rate and ■(2) 2"SLEEVES - - quantity per plant. Number of plants by water use %of Total Landscape Square Foots ■ . iv.) Overall operation , , Low 30 0.750 8e1.000 STO P ■ - - \J�� y� v.) As built 2 LowiMod o 0.000 Q000 ■ ` is "S EEVES b. Tree staking 3 Moo 6 0.150 172.2a ■ (2) 2"SLEEVES S� LR - C. Overall 4 Mod 1111 0 0.000 a000 ■ - . 5 High 0 0.000 Q000 a Low Trees 0 0.000 0.000 ■ �� ■ 7 LowlMod Trees 0 0.000 0.000 w ■ 8 Mod Trees 4 0.100 114.800 i Z ■ ( �� �� I ■ 9 Mod"Tree 0 0,000 Q000 � Z ■ I � ■ ■ ■ 10 High Tress a cacao 0.000 ' GENERAL NOTES Total 40 Z ■ ■ Z O ■ ■ Q SHRUBS ■ ■ 1 . All main line and lateral line piping and control wires under paving shall be -� tslantArrigtion System Type: zone Irr.elf. Area Seaearral Plant Factor: I ( j installed in separate sleeves. Main and lateral line sleeves shall be a minimum of Q SprayAtub/Orip 4 90 861 1 Low Shrub Z ■ I ( ■ twice (2x) the diameter of the pipe to be sleeved. Control wife sleeves shall be of Season Zonal so Rant Area Conversion Factors aw"Mted x ■ PARCEL 7 ■ sufficient size for the required number of wires under paving. V Z Value Factor sq.ft. 0.62 746 iri.elf. Wbteruse w ■ : w 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller Z ft Spring 20.69 0.2 861 om 748 0.9 3.28 ■ sizes shall beWSummer 57.29 0.2 W1 0.62 748 a9 9M9 ■ F ■ W pipe permitted, but substitutions of larger sizes may be approved. All 0 Fat-V~ 15.97 0.2 861 0.s2 748 0.9 2.53 PFF ■ Y damaged and rejected pipe shall be removed from the site at the time of said _ TOTAL %90 ■ 1 cc rejection. 010100000 0. ■ i BAN ■ 3 3. Install all piping between the paint of connection and the basket strainer or the O Q ParttArrigation System Type: tot» Irr.W. Area Seasonal Plant Factor: R.P. kfl W r V rat r r I ac o e e o as a local codes. P P SparyleubrDrip 4 90 a000 Z Low/Mad Shrub ■ ■ � J Season zonal ea Kant Area Conversion Factors Estimated ■ I I ■ �,� ■ U_ 4. Final location of the automatic controller and basket strainer or the R.P. Backfiow U W value Factor sq.rt. om 748 aria ef. y cruse Y ■ I I r� ■ O shall be approved by the developer and the landscape irrigation designer prior to F- O ■ I I .� ■ installation. spring zae9 0.35 a 082 749 0.9 � '""'� 57� 035 ° °� 74e 09 ■ I I ■ 5 5. 117 vac electrical power source at controller location shall be provided by the W W Fall4 ter 15.97 0.35 0 0.62 748 a.a Q 'w TOTAL ciao ■ ^ III ■ .:.I O developer. The irrigation contractor shall make the final connection from the O ■ o i l n ■ V electrical source to the controller. W W ■ (2) 2"SLEEVE` °' ■ 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise 0 Plent�rigation System Type: Zone Irr.eff. Area Seasonal Plant Factor: I- ■ ■ a specified. Q Spray onalfl 0 r eo 1722on s Mad Shrub ■ = i : 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for sanson zonal @o � Area Conversion Factore Estimated J ■ � � � g j P optimum coverage with no overspray onto walks streets walls etc. V Value Factor sq.ft. 0.82 748 W.Ex. VuiNer use ■ �> s I � ■ • , , Spring 67.29 0.5 172-2 062 748 0.9 1.54 PIa = _ 8. This design is diagrammatic. All piping;valves, etc., shown within paved areas is forFell QCO st,mner 15.97 0.5 1722 082 748 0.9 4.27 ■ ■ design clarification only and shall be installed in planting areas wherever possible. a TO-vwtt« ,5.97 0.5 ,7z2 0� 74a o.9 ,.2, ■ o I ■ 9. It is the responsibility of the irrigation contractor to become familiar with all grade a Z TOTAL 7.4e ■ � = I ■ P tY 9 f ■ X 3 1 ■ differences, location of walls, retaining walls, structures and utilities. The irrigation Q PlentArrigation System Type: Zone Irr.Off. Area SeaaarW PlantFatxor; ■ 2 I ■ contractor shall repair or replace all items damaged by their work. Work shall be J Sprayzonal Eta r 90 aaao 4 Moc9High Shrub ■ ■ coordinated with other contractors for the location and installation of pipe sleeves Season Zonal @o Plsmt Area Conversion Factors f3alirnted - - - - - - vatue Factor sq.ft. 0.02 748 Ird.ST. WMterUse ■ � F ■ through wall, under roadways and paving, etc. spring 2a69 0.05 0 082 748 a9 ■ ■ 10. The sprinkler system design is based on a minimum operating pressure as shown Summer 57.29 0.66 a om M 0.9 ■ ■ on the respective point of connection notes. Contractor shall verify water pressures Feb-wrttw 1&97 0.e5 0 042 749 a9 ■ I ■ prior to construction. Report any differences between the water pressure indicated TOTAL 0.00 ■ 101 1 I ■ on the drawings and the actual pressure reading at the irrigation point of connection I ( 1 T / to the owner's authorized representative. PkvZWigtron System Type: Zone Irr.Pl!(f. Area seasonal Pant Factor; ■ ■ 11 . Do not willfully install t n the drawings when it is Spragr onai ip 4 90 0.000 s }#gh shrub ■ ■ obvious in the field that unknown obstructions, grade differences or differences in the Season zAV @o Plant Are' estimated area dimensions exist that might not have been considered in the engineering. Such � value Factor ft. o:a2 748 M.af. vitst.►use ■ 9 9 9 spring 20.09 0.8 0 0.02 746 Q9 ■ ■ obstructions or differences should be brought to the attention of the owner's Summer 57.29 a8 0 0.e2 748 0.9 ■ ■ authorized representative. In the event this notification is not performed, the irrigation I Fall AV&tar 15.97 as o o.e2 748 0.9 coo ■ ■ contractor shall assume full responsibility for any revisions necessary. ITCV ■ -'� ■ 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per , TREES ■ [_-_-J ■ manufacturer's recommendations and specifications. ■ ■ 13. The irrigation contractor shall install kbi series adv's (anti drain valves) on all heads PlantArrWia n System Type: Zone Irr.1111. Area Seasonal Plant Facoor; ■ ■ in areas where finish grade exceeds 4:1, where post valve shut-off draining of the Sprayrt3n /orip 4 90 aoao a Law Tree ■ ■ irrigation head occurs or as directed by the owner's authorized representative. ' Season Zond @o PMmt Area Conversion Fackm ME! atsd !. Value Factor sq.ft. o.e2 748 rri.Elf. Water Use . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � 14. The contractor shall provide reducedpcs - pressurecompensationscreens (per ' Spring Meg 0.2 a o.82 748 0.9 attached legend) as necessary to eliminate overspray onto streets walks or other �` I Summer 57.20 0.2 0 0.02 748 0.9 LIMIT OF WORK areas as directed by the owner's authorized represents ' - OP Fat-Winter ,597 0.2 0 0e2 748 a9 15. Shrub heads and risers may be substituted for pop-up heads in planted areas ' 1'atAL a - - except where adjacent to high traffic areas such as walks, curbs, turf lines, PlantArrigation System Type: Zone wr.elf. Area Seasonal Plant Factor: monuments, fountains, or signage. Refer to installation details. Sprsy/BulwUlp 4 90 0.000 7 Law/Mod Tree SHEET CONTENTS Season Zonal eo Plant Area Conversion Factors Estimated Value Factor sq.ft. 042 748 M.Elf. Winter Use Spring 20.eo 0.35 0.02 748 0.9 IRRIGATION Sumner 57.29 0.36 0 082 748 a9 �� Fall-Wirdar 1&97 0.35 a 0.02 748 0.9 TOTAL 0.00 P LAN IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND PlantArrigtion System Type: Zone Irr.eff. Area Seasonal Platt FAA": APPROXIMATE. ALL IRRIGATION EQUIPMENT,SPRINKLERS AND PIPE ARE SpravoAvDrip 4 90 114.800 a Mod Tree TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT Season Zondl3o plant Area conversion Factors Estimated SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR Value Factor sq.ft. om 748 aria Eff. WaerUse SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE,STREETS,WALLS OR WATER CONSERVATION CONCEPT STATEMENT spring 2Qe9 0.5 114.8 0.e2 748 0.9 1Mg ANY OTHER HARDSCAPE/STRUCTURE. Summer 57.29 0.5 114.8 002 748 0.9 3.03 ASSESSMENT DISTRCIT IRRIGATION EQUIPMENT LEGEND Fag YYiter 15.97 0.5 114.8 M62 748 0.9 0.84 The Village at Universttir Park 31515 RecLeI IfLe TOTAL 4.97 Project Site. Tractor Parcel Number D SLEEVE NOTE Project Location: 0 WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 17'. W/ 21 M06 PanUlrrigation System Type: Zone Irr.Elf. Area Seasonal Plant Factor: SpreyAtub/Drip 4 90 a000 9 Modlifth Tree Landscape Architect/IrrigationDesignerCalaaclor: Land Are+West/Griffin+McGrathl"kallort ® WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 12'. q�p� Season zonal Pao Plant Area Conversion Factors Estimated ONTRACTOR IS RESPONSIBLE TO SLEEVE ALL PIPE AND VALVE WIRES Included in this project submittal package are:(Chart to indicaiecompletion) value Factor 9%ft. 0.02 748 iri.E f. Water use �ROSSING STREETS, DRIVEWAYS, HARDSCAPE, ETC. SLEEVE SHALL BE A X VALVE CALL-OUT. X:VALVE STATION Y:VALVE SIZE Z:FLOW GPM spring 20.69 ae5 0 0.e2 748 0.9 MINIMUM 2x THE DIAMETER OF THE PIPE SLEEVED. X 1. Maximum Annual Applied Water Allowance: Y Z ( ) Conventional Landscape: Sumner 57.29 0.86 0 0A2 748 0.9 55 hundred cubic festlyear Fall-Winter 15.97 0.65 a 0.62 748 0.9 +RecreationalTurfgrassLandstape: 0 100cubicfeet/year WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 12'. TOTAL °•°Q PIPE SIZE LEGEND Maximum Annual Applied WaterAllmar": - APPROVED . Revisions 55 hundred cubic feeliyear FINAL LANDSCAPE P CKAGE WHITE SCHEDULE 40 PVC LATERAL LINE FOR SHRUB IRRIGATION. BURY 12'. PlantArrigation System Typo: Zone Irr.of. Area Seasonal P�lantFactor-, OK No. Revision Description: Spray/9ub/arip 4 go 0.000 10 Hgh Tree I 1"MIN. - Season zonal Bo Floral Area Conversion Factors Estimated ^'�TE� � �� WHITE CLASS 315 PVC MAINLINE- BURY 18 . Value Factor sq.ft. 0.e2 748 krl.B!. water use II 1.25" X 2. TurfgraEsUmatss Hydro IzorPes Applied oW 1t00 cubier Use c fUyear n..JDsti^,�E MANAGER P` Spring 20.69 0.8 0 0A2 748 0.9 V 1•5" Recreational Turfgrass Hydrozones: N/A 100 cubic feettyear �7� _--- _ WHITE CLASS 315 PVC SLEEVE TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. Sumner 57.29 0.8 0 0.62 748 0.9 X 2" Very Low Plant Hydrozones: N/A 100 cubic feettyear Fag-Winter 15.97 0.8 0 0.e2 748 0.9 IZ 2.5" Low Plant Hydrozones: 40 100 cubic feetlyear TOTAL ago g 3" Medium Plant Hydrozones: 15 100 cubic feetlyear T High Plant Hydrozones: NIA 100 cubic feettyear Water Features: N/A 100 cubic feetlyear Total Tree And Shrub 27.32 Other 100 cubic feet/year Estimated Annual Total Applied Water Use: 55 hundred cubic feetMear PlantArrigation System Type: Zone Irr.of. Area Seasonal Plant Factor: SprayAeub/Orip 4 80 0 11 Turf X 3. EATAWU<MAAWA Season Zonal @o Plant Area Conversion Factors Estimated - These plans have been reviewed* by the Coachella Valley Water value Facto sq.ft. 0.62 748 M.Elf. water use X 4. Landscape Design Plan District in accordance with Water Code Title 7, Division 1, Chapter 3, Spring 20.69 0.78 0 O.e2 748 0.6 Dater 09-19-06 Sumner 57.29 ae 0 0A2 748 a.e CATEGORY UNITS TURF SHRUB X 5. Irrigation Design Plan Article 10.8, Section 65597 et seq. requiring efficient landscape and Fat-Winter 1&97 0,76 a 082 748 Me o irrigation design in cooperation with local governing agency (City or Drawn Bye PM Z TOTAL o.oa Mealy Eto Inches per Year 93.90 93.90 6. Grading Design Plan ,, Area of Hydrezorle! landscaped Area Square Feet 1,i'48 - CounA)pproval of this drawing by CVWD Staff does not constitute Checkeds PM J Tot at Turf tE.aa 7. Sal Chemical Analysis(optional) .• 0- Proposed Average Plant Factor 0.80 0.40 approval to encroach into distract and USBR Rights-of-Way. Trees, Proposed Irrigation Efficiency (IE) Percentage 0.65 0.65 Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and _.._ _.. _ _ - _._._..._ - _ plants, walls and permanent structures of any kind may not be Job at 06-1426 ,J PlantArrigation System Type: Zone Irr.Elf. Area Seasonal Plant Factor: efficiency in water use.): Vftterfeeture 4 1 0 12 IAovtng Estimated Water Usage (EWU) Gallons / Year 0 41,129 ! planted or installed in CVWD and USBR easements or right-of-way Q Q During the generation of the construction drawings,the following adxnnswere i i P Plot Dater 11-16-06 11-- Season zonal Bo Plant Area Conversion Factors Estimated Estimated Water Usage (EWU) Hund. Cu Ft / Yea 0 55 taken to help achieve water use efficiency and conservation. I KEY PLAN - NOT TO SCALE without first obtaining an encroachment permit from CVWD. Value Factor sq.ft. 082 748 W.t3f. water Use spring 2a.se ,.z a o.e2 748 , Estimated Water Usage (EWU) Acre Ft /Year 0.000 0.126 -Plant material with medium or low water requirements were selected. Plan Sett A-1 Summer 57.29 1.2 0 0.82 748 1 Total Water Usage for All Landscaping Gallons / Year 41,129 -TherearenoTurfarm. Fag-Winter 15.97 1.2 0 062 748 1 -Shrub area are irrigated with head to head average and have matched precipitation rates. - " Date Water Management Supervisor m Total Water Usage for All Landscaping Hund. Cu Ft / Yea 55 -Irrigation system is designed by micro climate and using rain sensors. - TOTAL 0.00 0 15 30 60 Total Water Usage for All Landscaping Acre Ft /Year 0.126 -Controller has multiple stations and run times to ensure each micro climate recieves only thewater li requires. - -Controller has evapotranspiration(ET)based scheduling and flow sensing. TatalWaterfeature, &no Maximum Water Allowance Gallons / Year 53,467 Development Services Supervisor � u Maximum Water Allowance Hund. Cu Ft / Yea 71 Date: October 18th 2006 Prepared Patrick McGrath FFrF rQV Total Estimated Water Use 27.32 Pa by: M Maximum Water Allowance Acre Ft /Year 0.164 SCALE 7! _ 0 Z UJ SHEET 1 OF 4 c� a � City of Palm Desert CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE Water Calculation Chart �`"'�`" -- 1. Sleeving Grading land rarc + west a. Sleeve diameter, type, depth and location _\�L b. Soil surface drainage,elevations and trash (including weeds&rubble) Maximum Water Allowanee (MWA) 2. Hardscape/ Boulders-Cobble Input Zone 0 - _- - a. Sidewalk and wall layout 3901 WesterlyPl.,Sute#111 b. Utilities location Newport Beach,CA 92660 LIC. No.4340 CONNECT TO EXISTING 1"MAINLINE. REFER TO THE VILLAGE AT C. Boulder type,size,weights and placement Fax Square Footage Calcul 224-0040 ations UNIVERSITY PARK - PHASE 1 . e: 949) 3. Irrigation System Rough-In :(949)224-0044 Tree&Shrub Square foot 863 CONTROLLER 'E' LOCATED ON THE VILLAGE AT UNIVERSITY PARK- a. Trench depth and location Turf Square foot 0 b. Pipe size and class Total Square fact CobblefBoulder 285 PHASE 1 (RETAIL) PACKAGE PREPARED BY LAND ARC+WEST. c. Pressure test (125 psi for 6 hours) Total Waterfeature Square footage 0 Total Landscape Square foot 1148 4. Plant Material (trees &shrubs) CONSULTANT a. Condition one No. ao Water Adj. Total Conversion Factors Total Factor Sq.ft. 0.82 748 MWA b. Typec. Placement 1 57,01 0.6 0 0.62 748 0 2 86.82 0.5 D 0.62 748 0 0 5. Ground Cover(decomposed granite) ype 3a 1 75 0.5 D 0.e2 748 o E9 E 10 ° T b. Depth and spacing 3b a$ 0.5 a 0.62 74E D 1" 9 1" 4 LIMIT OF WORK C. Compaction 4 93.9 0.5 114$ 0.62 748 44.8T531016 : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ����♦ 6. Final 1• ♦♦ a. i Valves, boxes and wiring Irrigation: Estimated Water Use ■ 2"SLEEVES - - - - �♦ ii.) Controller operation and schedule Total Number of plants 40 - --- -�- ---- T ° Number of plants by water use 9G of Total Lands e Square Foot ■(2) Z'SLEEVES - -•-•-•-•••••••••-• -- tile) Sprinkler, bubbler and/or drip emitter type,flow rate and t qu age STO P ■ - - - �♦ quantity per plant. _ _ iv.) Overall operation 1 Low 30 o.75a 861.000 ■ � v.) As built 2 t owA4lod 0 0.000 0.000 3 Mod 6 0.150 172.200 ■ 2"SLEEVES g b. Tree stakin ■ (2) 2"SLEEVES C. Overall 4 Mod f Hi a 0.000 aoDO ■ _ . 5 High 0 0.000 0.000 ■ , 6 Low Trees 0 0.000 0,000 7 LowAulod Trees 0 0.000 0.000 Lu ■ ■ 8 Mod Trees 4 0.100 114.8W ; Z ■ ( I ■ 9 Modl"Tree 0 0.000 a000 z ■ I ■ ■ ■ 10 High Trees 0 0.000 0.000 1 ■ I ■ Total 40 Z GENERAL NOTES Z sltaulls � ■ ■ ■ I ■ 1 . All main line and lateral line piping and control wires under paving shall be V J J PlantArrigation System Type: Zone Irr.WE Area Seasonal Plant Factor: ■ I ■ installed in separate sleeves. Main and lateral line sleeves shall be a minimum of SwayAkobfDrip 4 go 861 1 Low shrub Z ■ I ■ twice 2X the diameter of the I ( ) pipe to be sleeved. Control wire sleeves shall be of Season ZonalRo Pam Area Conversion Factors Estimated N M PARCEL 7 Spring 20.69 0.2 861 0.62 748 0.9 3.28 E �- sufficient size for the required number of wires under paving. Z Value Factor sq ft. 0.62 748 kri.ef, water use w ■ ■ W 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller Z cc Summer 57.29 0.2 861 0.62 749 a9 9.09 pipe sizes shall be permitted but substitutions of larger sizes may be approved. All W W 0 . , Fal-Water 15.97 0.2 861 Oe2 748 a9 2.53 F ■ W damaged and rejectedLL TOTAL 14.90 ■ I PFF � 9 J pipe shall be removed from the site at the time of said � _ rejection. a J ( ■ O 3. Install all piping between the point of connection and the basket strainer or the d PhrHlbri T P P 9 P PlantArrigation System ype. Zone Irr.tat. Area Seaeonal Pbrtt factor: SparyMub/Drip 4 90 0.000 2 LntFod Shrub ' LL BAN K ■ 3 R.P. Backflow preventor as per local codes. O 0■ ■ U_ 4. Final location of the automatic controller and basket strainer or the R.P. Backflow J Season Zonal f3o Bard Area Conversion Factors Ested ■ I I ■ � W w Value Factor sq.ft. a62 748 M err. Wtataruse Y ■ I I ■ O shall be approved by the developer and the landscape irrigation designer prior to F- spring zae9 035 D oez 748 a9 ■ I I ■ installation. > Summer 57.29 0.36 0 OA2 748 a9 O Fay-wlrar 1s.a7 0.35 0 o z 74a a: 0.a ■ III ■ g 5. 117 vac electrical power source at controller location shall be provided by the W LLJ TOTAL 0,00 ■ III ■ O developer. The irrigation contractor shall make the final connection from the Q 0 O ■ I I ■ electrical source to the controller. W W ■ (2) 2"SLEEVES ■ 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise CL PlantArrigation System Type: Zone Irr.Of. Area Seasonal Plant factor: H- ■ ■ SprayAkdW rip 4 N 1T22W 3 Mod Shrub :2 ■ ( ■ specified. Season Zonaleo Fla,t Area conversion Factors Estimated J ■ I ■ 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for Value Factor sq.ft. 0.827 748 W.Eff. Water use optimum coverage with no overspray onto walks, streets, walls, etc. Spring 20.69 0.6 17z2 0.62 748 0.9 1.54 ■ I ■ 8. This design is diagrammatic. All piping, valves, etc., shown within paved areas is for Q l� Summer 57.z9 os 172z osz 7ae a9 as4 ■ ■ 9 9 P P 9. Far-Winter 16.97 0.5 172.2 0.62 748 0.9 1.27 ■ o I ■ design clarification only and shall be installed in planting areas wherever possible. 0.0 TOTAL 7.45 ■ a I ■ 9. It is the responsibility of the irrigation contractor to become familiar with all grade Z ■ I ■ differences, location of walls, retaining walls, structures and utilities. The irrigation Q PlAnt1irrigation System Type: Zone Irr.Wt. Area Seasonal Plant Factor: SWayAltiblOrip 4 90 0.000 4 Mod"gh Shrub ■ I ■ contractor shall repair or replace all items damaged by their work. Work shall be J Season ZonatBo Plant Ares Conversion Factors Estimated ■ ■ coordinated with other contractors for the location and installation of pipe sleeves Value Factor sq.ft. OA2 748 Ird.en. YAW Use ■ � F ■ through wall, under roadways and paving, etc. Spring 20.89 0.85 0 OA2 748 a9 ■ ■ 10. The sprinkler system design is based on a minimum operating pressure as shown summer 57.29 0.06 0 o:ez 748 (19 ■ on the respective point of connection notes. Contractor shall verify water pressures Fat-vw*w 1 15.97 1 0,051 01 OA2 748 0.9 TOTAL 1 0.00 ■ I T I I I prior to construction. Report any differences between the water pressure indicated ■ I I I I T ■ on the drawings and the actual pressure reading at the irrigation point of connection ■ ■ to the owner's authorized representative. SpnyiBub/Orip 4 A0 0. 00 5 High Shrub PMntArrigtton System Type: zone Irr.t:n. Area SeasortY takarx ghShrub Factor: ■ ■ 11 . Do not willfully install the sprinkler system as shown on the drawings when it is 0 Season Zond l3o plant Area 811111010 ad ■ A ■ obvious in the field that unknown obstructions, grade differences or differences in the Value Fodor sq ft. om 748 Ird.Ef. Water Use ■ area dimensions exist that might not have been considered in the engineering. Such spring 20A9 0.8 0 0.02 748 0.9 ■ ■ obstructions or differences should be brought to the attention of the owner's i summer 57.29 0.8 0 a82 748 119 ■ ■ authorized representative. In the event this notification is not performed, the irrigation Far-Winter 15.97 0.8 0 r 0.62 748 nal I contractor shall assume full responsibility for an revisions necessary.TOTAL aoo ■ ■ P ty Y ry 12. All sprinkler equipment not otherwise detailed or specified shall be install r ■ ■ Pp installed as per TREES manufacturer's recommendations and specifications. 4W 13. The irrigation contractor shall install kbi series adv's (anti drain valves) on all heads 94PIWO 1 PlantArrigation System Type: Zane Irr.en. Area Seasonal mrK Podor: ■ in areas where finish grade exceeds 4:1, where post valve shut-off draining of the 1 11- -M SprayAk*A)rIp 4 90 0.000 S Low Tree Raanaal Dane ■ ■ irrigation head occurs or as directed by the owner's authorized representative. oa Season Zonal Etc Flint Area Conversion FanAors EsttRlabd - Value Factor sq ft. 0.62 748 rrLgf. water use 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � 14. The contractor shall provide reducedpcs - pressurecompensationscreens (per �'j► Spring 20.69 0.2 D 0.62 748 0.9 - - - '� LIMIT attached legend) as necessary to eliminate overspray onto streets; or P, Summon 57.29 0.2 0 0.62 748 0.9 O F WORK R K i QF Far-Winos 1a97 az D OA2 748 0.9 areas as directed by the owner's authorized representative. - ' T(WAL a. 15. Shrub heads and risers may be substituted for pop-up heads in planted areas except where adjacent to high traffic areas such as w6tks,curbs, turf lines, SrayfBubfDr•Ip 4 PlantArriprWA System Type: Zone Irr.Btf. Area Seasonnl Plan Fatter: monuments, fountains, or signage. Refer to installatio details. -� >a O.000 7 Low f Mod Tree ODE C SHEET CONTENTS. Season Zonal Etc PWA Area Converses Factors Estimated Value Factor sq.ft. 002 748 Ird.E f. water Use Spring 67.29 0.36 0 0,62 748 09 ,a, '` IRRIGATION Summer 57.29 0.35 D 0.62 748 0.9 Fall-Winter 15.97 0.35 0 0.02 748 0.9 poyv PLAN TOTAL O.DD va: j IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND ''� DATE PlantArrigation System Type: Zone Irr.ef, Area Seasonal Plant Factor: APPROXIMATE. ALL IRRIGATION EQUIPMENT,SPRINKLERS AND PIPE ARE `O SpraynksbDrlp 4 90 114.800 8 Mod Tree TO BE INSTALLED IN LANDSCAPED AREA. NO IRRIGATION EQUIPMENT Season zonal ea Plant Area Conversion Factors Estimated SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR 'VAA�Value Factor sq.ft. OA2 748 M.Eff. Wder Uss SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE,STREETS,WALLS OR WATER CONSERVATION CONCEPT STATEMENT spring 20,09 0.5 114,8 0.02 749 0.9 17 ANY OTHER HARDSCAPE/STRUCTURE. Summer 16.29 0.$ 114.8 OA2 748 0.9 0.84 ASSESSMENTDISTRCIT IRRIGATION EQUI ih ltNI T LEGEND RECEIVED Far-virnter f 5.97 0.5 114.8 o.sz 748 0.9 a.8a The Village at University Park 31515 TOTAL 4.07 Project site. Tract or Parcel Number. SLEEVE NOTE Project Location: OF WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATI-- BURY 12'. DEO 1 L 2006 Plantllrrigaaion System Type: Zone Irr.Mf. Area Seasonal Rant factor: SprayA3ub/Drip 4 90 0.000 9 ModA gh Tree Landscape ArehitecVlrrigationDesignerlConi►odor Land Arc+West lGriffin+McGrethlnitlatort TO WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 12'. PLl6ff RKSES Susan zonal eo Pam Area Conversion Factors Estimated CONTRACTOR IS RESPONSIBLE TO SLEEVE ALL PIPE AND VALVE WIRES EW Value Factor sq.ft. 0.62 748 hi.of, water the Included in this project submittal package are:(Check to indkxte completion) CROSSING STREETS, DRIVEWAYS, HARDSCAPE, ETC. SLEEVE SHALL BE A spring 20.09 0.65 D 0.62 746 as MINIMUM 2X THE DIAMETER OF THE PIPE SLEEVED. X 1. Maximum Annual Applied WaterAllowartce: Y X Z VALVE CALL-OUT. X: VALVE STATION Y:VALVE SIZE Z:FLOW(GPM).Summer 57.29 0.65 0 0.62 748 0-9 Conventional Landscape: Pal-Winter 15.97 0.85 0 0.82 748 0.9 55 hundred cubic feetyear TOTAL Q0Q +RecreationalTurigrassLandscape: 0 100cubicfeetlyear WHITE SCHEDULE 40 PVC LATERAL LINE FOR TREE IRRIGATION. BURY 12'. PIPE SIZE LEGEND Maximum Annual Applied Wateralowannce: Revisions. PlantArrigation System Type: Zane Irr.Of. Area Seasonal Plant Factor. 55 hundred cubic feet/yew WHITE SCHEDULE 40 PVC LATERAL LINE FOR SHRUB IRRIGATION. BURY 12'. -- Spray/EuWtkip 4 go0.000 `10High Tree No. Revision Description: Season Zonal ea Rant Area Conversion Factors atimatod I 1"MIN. - WHITE CLASS 315 PVC MAINLINE-BURY 18". X 2. Estimated Annual Applied Water Use by Hydrozone: Value Factor sq.ft. 0.62 748 trl.Elf. Water use II 1.25" Turfgrass Hydrozones: 0 100 cubic feet/year Spring 20.69 0.8 0 0.62 748 0.9 V 1.5" RecreationalTurfgrassHydrozones: N/A 100 cubic feettyear WHITE CLASS 315 PVC SLEEVE TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. Summer 67.29 0.8 D OA2 748 0.9 X 2" Very Low Plant Hydrozones: N/A 100 cubic feettyear Fall-Winter 15.97 0.81 01 0.62 748 0.9 Q 2.5" Low Plant Hydrozones: 40 100 cubic feet/year TOTAL 0 W $ 3" Medium Plant Hydrozones: 15 100 cubic feettyear High Plant Hydrozones: NIA 100 cubic feeUyew Water Features: N/A 100 cubic feettyear Total Tree Arid Shrub 27.32 Other 100 cubic feettyear Estimated Annual Total Applied Water Use: 55 hundred cubic feetyear PlantArrigation System Type: Zone Irr.E•ff, Area Seasonal Plant Factor: S r p �t1GR�iari � �ralf � � s�-r p ayl8ublDri 4 60 0 11 Turf X 3. EATAWU<MAAWA Season Zonal Eta Rant Area Conversion Factors Estimated . - = b have been reviewed*plans y Value Factor sq. . 0.62 748 k Vat ri.FJt. ver t}se - p y the Coachella Valle Water Spring 20.69 0.76 a 0.62748 0.6 X 4. Landscape Design Plan These District in accordance with Water Code Title 7, Division 1, Chapter 3, 08te1 09-19-06 Summer 57.29 0.6 0 0.62 748 0.6 CATEGORY UNITS TURF SHRUB X 5. Irrigation Design Plan Article 10.8, Section 65597 et seq. requiring efficient landscape and Fall-Winter 1 15.97 1 a o62 748 o.6 TOTAL I 1 0,00 Yeoly Etc Inches per Year 93.90 93.90 6. Grading Design Plan irrigation design in cooperation with local governing agency (City or Drawn By, PM Z _ - � Area of Hydrozone/ Landscaped Area Square Feef 1 0 1,148 County). Total Turf o,ao Yealy Average Plant Factor 0.$0 0.40 7. Soil Chemical Analysis(optional) c *Approval of this drawing by CVWD Staff does not constitute Checked. PM J , approval to encroach into district and USBR Rights-of-Way. Trees, Proposed Irrigation Efficiency (IE) Percentage 0.65 0.65 Descriptiono water Prplect: (Briefly describe the planning and design actionsthatareintendedtoadlieveconsenrationand plants, walls and permanent structures of an kind may not be Job *1 06-1426 _J PlantArrigation System Type: Zone Irr.El. Area seasonal Plant Factor: efficiency in water use.): p p y y Wieterfesturs 4 1 0 12 Moving Estimated Water Usage (EWU) Gallons / Year 0 41,129 planted or installed in CVWD and USBR easements or right-of-way a During the generation of the construction drawings,the following adiortswere p Plot Dater 11-16-Q6 �- Season Zonal@o Rant Area Conversion Factors Estimated Estimated Water Usage (EWU) Hund. Cu Ft / Yea 0 55 taken to help achieve water use efficiency and conservation. KEY PLAN - NOT TO SCALE without first obtaining an encroachment permit from CVWD Value Factor sq.ft. 0.62 748 W.Elf. '��� . +. EWU Usage Estimated Water a Spring 20.69 1.2 0 0A2 748 t 9 (EWU) Acre Ft /Year 0.000 0.126 -Plant material with medium or low water requirements were selected. Plan Setr A-1 Summer 5T29 1.2 D 0.62 748 1 Total Water Usage for All Landscaping Gallons /Year 41,129 -There are no Turf areas. m Fal Winter 15.97 1.2 a 0.62 748 1 -Shrub area are irrigated with head to head coverage and have matched precipitation rates. Date Water Management Supervisor Total Water Usage for All Landscaping Hund. Cu Ft / Yea 55 -Irrigation system is designed by micro climate and using rain sensors. 0 15 30 60 TOTAL 0.00 -Controller has multiple stations and run times to ensure each micro climate recieves on ft V, Total Water Usage for All Landscaping Acre Ft Year 0,125 p b requires. Total Were rtaatur: aDo Maximum Wafer Allowance Gallons Year 53,467 flow -Controller has evapotranspiration(ET)based scheduling andow sensing. / /- Maximum Water Allowance Hund. Cu Ft / Yea 71 Development Services Supervisor Total Estimated Water use 27.32 Date: October 18th 2006 Prepared by: Patrick McGrath U Maximum Water Allowance Acre Ft /Year 0.164 7%SCALE 1 10, �/ • ' _ W SHEET 1 OF 4 Q. land arc + west - 3901 Westerly Pl.,Suite##11 Newport Beach,CA 92660 4 5 3 LIC. No.4340 � 1Y • . Tel: (949)224-0040 13 2 t• . r��c , a o 00 •Q,•.• Fax:(949)224-0044 CONSULTANT � 4 6 2 1 12 6 5 2 3 2 5 6 7 3 7 8 4 8 11 9 10 9 4 3 5 RAINBIRD CONTROL ZONE KIT(REMOTE OCONTROL VALVE WITH PRESSURE REGULATING VALVE BOX BRICK SUPPORTS. 4 REQUIRED. MANUAL FLUSHFILTER AND BALL VALVE). O LEGEND FOR TYPE. VALVE. REFER TO 3/4"CRUSHED GRAVEL-8"DEPTH. ENSURE OLATERAL LINE. REFER TO PLAN FOR SIZE. 0 2"MIN.SPACING FROM BOTTOM OF VALVE TO TOP OF GRAVEL. O2 SALCO PVC FLEX TUBE. 2'MINIMUM. O WATERPROOF WIRE CONNECTORS. 10 MAINLINE SOLVENT WELD FITTING. 0 TREE LOCATION, REFER TO PLANTING PLAN. Ob RAINBIRD 1400 SERIES BUBBLER 10 ROUND VALVE BOX. HEAT BRAND Z O3 VALVE I.D.ON TOP OF LID IN 2" HIGH O BARBED EMITTER. REFER TO LEGEND FOR O FINISH GRADEYPE. . O VALVEAPO BOD IN EAT BRAND LLETTERSLVE I.D.ON 11 PRESSURE MAINLINE. �2 FINISH GRADE O7 RAINBIRD PA-80 Q LETTERS. RAINBIRD POLY FLEX RISER. LENGTH AS FINISH GRADE. INSTALL VALVE BOX 7' J^ O4 SUPPORT BRICK,TWO REQUIRED. O REQUIRED. RIDER TO EXTEND 4"PAST FINISH O SCHEDULE 40 SXSX1/7'TEE. O5 ABOVE GRADE IN SHRUB BED AND 1"ABOVE 12 PVC T.O.E. NIPPLE. O3 BACKFILL 8O RAINBIRD PASS-PRS lam.. GRADE. IN TURF. LATERAL LINE, REFER TO TRENCHING DETAIL REFER TO SPRAY HEAD DETAIL FOR SWING Z O5 FINISH GRADE. O3 INSTALLATION DEPTH ALATERAL LINE. REFER OND TYPED FOR O6 CO 24OLLER LEAD AND'MIN EXPANSION COMMON WIRES 13 TIL. . CHRISTY VALVE I.D.TAG. O4 FOR INSTALLATION AND LEGEND FOR DEPTH. 9O ASSEMBLY AND INSTALLATION. V O4 SHRUB ROOTBALL. 7 PVC SOLVENT WELD ELBOW. U5 ROOT BALL REFER R LEGEND FOR QUANITY OF W 0 O BUBBLERS PER TREE. W O �- Z MANUAL FLUSH VALVE NO SCALE POLY-FLEX RISER ASSEMBLY NO SCALE REMOTE CONTROL ZONE KIT NO SCALE TREE BUBBLER IRRIGATION NO SCALE o r � Q = Qm J w i U m w � � > oc o w 10 a (n 2 1 3 w w CL TREE LEGEND 4 Q Q V J SYMBOL NAME QTY. SIZE REMARKS BUBBLER WATER USE DALBERGIA SISS00 ROSEWOOD 4 BOX MATCHING 1402 x 2 M Z STANDARD SINGLE TRUNK 10 BAUHINIA PURPEREA 24" BOX STANDARD SINGLE TRUNK 1401 x 2 L/M 4 PURPLE ORCHID TREE _ SHRUB LEGEND SYMBOL NAME QTY. SIZE REMARKS EMITTER ATER USE 6 &_1 10 7 AGAVE BOVICORNUTA 0 COWSHORN AGAVE 5 GAL 4'-0" O.C. PC-05 x 2 L AGAVE PARRYI VARIEGATA® PC-05 x 2 L PARRYS AGAVE 5 GAL 2'-0" O.C. IRRIGATION CONTROL WIRE. RUN IN BOUGAINVILLEA® 10 LATERAL LINE. REFER TO PLAN FOR SIZE. O7 MAINLINE TRENCH. TIE TO MAINLINE EVERY BARBARA KARST 1 GAL 8'-0" O.C. PC-07 x 2 M 101 . O2 FINISH GRADE. O PRESSURE MAINLINE DEPTH. REFER TO O NOTES: ODASYLIRION WHEELERI LEGEND. 1 LEAD WIRES. 1. PLACE WIRES INSIDE SCOTCHLOK O DESERT SPOON 5 GAL 6'-O" O.C. PC-07 X 2 L BACKFILL. REFER TO IRRIGATION �3 SPECIFICATION FOR COMPACTION AND O9 LATERAL LINE DEPTH. REFER TO LEGEND. CONNECTOR AND TWIST. 10O 3M DBY SPLICE INSULATOR TUBE. ode �r HESPERALOE PARVIFOLIA " SOIL PROPERTIES. 0 5 GAL 4 -O O.C. PC-05 x 2 L IRRIGATION SLEEVE. SLEEVE SIZE TO BE 2x 2. INSERT WIRES WITH CONNECTOR INSIDE RED YUCCA O SUB-GRADE. 10 PIPE SLEEVED. (UNDER HARDSCAPE ONLY) O SCOTCHLOK ELECTRICAL CONNECTOR. GEL-FILLED INSULATER TUBE, PAST LOCKING i DALEA CAPITATA 5 GAL 3'-0" O.C. PC-07 x 1 CLEAN BACKFILL/SAND. PROVIDE 2" FINGERS. 4 SIERRA GOLD L O UNDER AND "AROUND PIPE. 1 1 HARDSCAPE. O LOCKING FINGERS. 3. POSITION WIRES IN WIRE CHANNELS AND OPRESSURE MAINLINE. REFER TO PLAN FOR SNAP COVER CLOSED. SIZE. O INSULATOR TUBE COVER. G R O U N D C O V E R LEGEND SHEET CONTENTS, SYMBOL NAME QTY. SIZE REMARKS EMITTER WATER USE TRENCHING NO SCALE WIRE CONNECTION NO SCALE IRRIGATION ® LANTANA MONTEVIDENSIS 1 GAL 6'-0" O.C. PC-07 x t M DETAILS 'NEW GOLD' ROCK LEGEND SYMBOL NAME QTY. REMARKS RECE/V NDER ��MALLSPLANTING AREAS, 2" DEPT SEE CONSTRUCTION MATERIAL SCHEDULE Nov ® 2'-3' BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE Revisions, No. Revision Description: These plans have been reviewed* by the Coachella Valley Water Date' 09-19-06 District in accordance with Water Code Title 7, Division 1, Chapter 3, Drawn By, PM Q Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with local governing agency (City or Checked, PM _! County). f- *Approval of this drawing by CVWD Staff does not constitute Job *1 06-1420 J approval to encroach into district and USBR Rights-of-Way. Trees, Plot Date 11-16-06 1— plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way Plan Sets without first obtaining an encroachment permit from CVWD. A-1 m M Date Water Management Supervisor L - 102 >- CU Development Services Supervisor ' Z SHEET 2 OF 4 W Q SECTION 02810•IRRIGATION SYSTEM 1 1. REMOTE CONTROL VALVES EXECUTION 1. GENERAL a. Remote control valves shall be of the brand, size and type indicated on the irrigation plans. EAGLE Irrigation Controller a. Permits:Contractor shall obtain and pay for all permits required for irrigation installation. b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. 1. INSPECTION SCHEDULE c. The valve shall be pressure rated up to 200 P.S.I. a. Contractor is responsible for notifying the Irrigation Consultant and City of Palm Desert Inspector 48 hours in advance for Specifications 2. AS BUILT DRAWINGS d. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. on-site meetings and observations. a. Record accurately on one set of black and white prints (irrigation drawings),all changes in work constituting departures from e. The body and bonnet shall be plastic and the valve shall have a stainless steel control/shut-off stem and manual operator. b. As-built drawings must be submitted to the Irrigation Consultant and City of Palm Desert Inspector for approval prior to site 1.0 BASIC RME SERIES FEATURES the original contract drawings. Include changes in both pressure and non-pressure lines. Type: Domestic Water: Rainbird PEB inspection;no inspection will commence without as-built drawing approval. 1.1 Standard Programming Capability The controller shall have: •Four(4) independently controllable irrigation programs,with land (arc + west b. Upon completion of each increment of work,transfer all such information and dimensions to the prints. Record changes and Domestic Drip Assembly: Rainbird XCZ-100-B-COM c. When performing the irrigation coverage test, the contractor shall be responsible for having a two-way communication five (5) selectable start times,for a total of 20 possible irrigation cycles per day. •Runtime(s) for each station can be set from 1 dimensions in a legible and professional manner. When the drawings are approved,the Contractor shall perform all final as-built system or sufficient personnel,so that the directions from the inspection area to the controller of the system can be readily minute to 9 hrs 59 minutes per station,in one-minute increments. •Quick Station(s) programming to allow rapid programming of drawings. f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. accomplished. an entire block of stations,with the same runtime. •Water Days for each program can be based on a seven-day cycle or a \11� c. Dimension from two permanent points of reference (monuments,sidewalks,curbs,pavement). Record information on as-built g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve REFER TO CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE for timeline of inspections. skip-by-day cycle,which allows a program to skip from 1 to 30 days between watering cycles. The water days can be restricted drawings -t g day-to-day as the work is installed. All dimensions noted on the drawings shall be 1/4 inch in size. boxes at right angles to adjacent hardscape whenever possible. Where several valve boxes are located in the same area, - -- with the selection of ODD EVEN calendar days. •Manually activated system check/syringe cycle to sequentially run each d. Show dimensional locations and depths of the following: arrange them in a uniform and orderly fashion. 2. WATER SUPPLY station for a user selectable time,with a range from one minute up to nine minutes. •Manually activated program cycle to 3901 Westerly PI.,Suite 60 e. Maintain as-built drawings on site at all times When grouped together,allow a minimum of 12 inches between valve boxes. a. Utilize existingwater meter and backflow prevention unit installed b C.V.W.D. execute a program independently of its programmed start time and water days. •Manual) activated station cycle too operate Newport Beach,CA 92660 P Y P y P g Ys• Y Y P Point of connection (P.O.C.) b. Connections to the existing water meter shall be at the meter location shown on the drawings. Minor changes caused by a single station for a selectable period of time from 1 minute to 9 hours 59 minutes. •Programmable Master Valve to utilize and LIC. No.4340 Backflow prevention assembly 12. MASTER CONTROL VALVES actual site conditions shall be made without additional cost to Owner. control a Master Valve on a per program basis. •Configurable Master Valve Type to select either a Normally Open Master Valve Tel:(949)224-0040 Basket strainer a. Master control valves shall be of the brand,size and type indicated on the irrigation plans. c. An R.P. backflow prevention unit shall be tested b a certified backflow prevention technician and its operation certified in or a Normally Closed Master Valve. •Programmable um independent of the master valve on a per program basis. • Fax:(949)224-0044 YP 9 P Y P Y P P pump P P P 9 Master valve b. The master control valve shall be a switchable normally closed 24 VAC solenoid actuated globe pattern,spring loaded writing. Landscape Contractor is to arrange and pay for all testing and certification fees. The original written certification of the Programmable stacking or non-stacking operation of the programs. In the event that programmed start times either within a Flow sensor diaphragm type. The valve shall be pressure rated up to 200 P.S.I. backflow prevention unit is to be submitted to the Irrigation Consultant. program or between programs should overlap,or coincide,the controller can either be programmed to sequentially execute Routing of irrigation pressure mainlines c. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. one program after the other program has completed (Stack Mode) or to simultaneously execute all programs as their Shut-off valves d. The body and bonnet shall be brass and the valve shall have a stainless steel control/shutoff stem and manual operator. 3. LAYOUT programmed start times occur(No Stack Mode). •Programmable delay time between station execution.The programmed Irrigation control valves e. The valve shall contain pressure regulation and surge anticipation devices as an integral part of the assembly. a. Lay out irrigation heads and make any minor adjustments required due to differences between site and the drawings. Any delay time can be between 0 to 255 seconds (4 minutes 15 seconds).This capability allows slow-closing valves to completely Automatic controller, and electrical conduits Type: Rainbird EFB-CP such deviations in layout shall be within the intent of the original drawings and approved by the Irrigation Consultant and the shut off, before the next valve turns on. CONSULTANT Central control hardware,communication conduit with pull boxes f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. City of Palm Desert. Sleeves and pull boxes g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve b. Lay out all irrigation equipment using an approved staking method,and maintain the staking of approved layout. 1.2 Water Conservation Features The controller shall have: •Flow sensing and control (refer to section 2.0) •Evapotranspiration boxes at right angles to adjacent hardscape whenever possible. c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to equipment installation. (ET) based scheduling (refer to section 3.0) •Percentage adjustment on a per program basis to allow an increase or decrease of 3. CONTROLLER CHARTS h. When grouped together, allow a minimum of 12 inches between valve boxes. d. Before starting work on irrigation system, determine that work may proceed without disruption of activities of other trades. all station runtimes within that program.The percentage shall allow adjustment from 0 to 300%in 1%increments. •Programmable a. As built drawings shall be provided by the Contractor prior to the preparation of the Controller Charts. As-builts shall be e. The contractor shall carefully check grades to ensure that the area is safe to begin worts. rain shut off in order to delay the start of irrigation after a rain storm.The controller shall not water during the programmed delay drawn on 3 mil sepia mylar of same size as construction documents. 13. BATTERY OPERATED VALVES-Not applicable f. Contractor is responsible for taking all reasonable investigative actions and precautions,when working around any utility period (from one to seven days).After the delay period has expired the controller shall return to the automatic mode of b. The Contractor shall provide two 11 x 17 controller charts for each controller supplied,showing the area covered by the system. Underground Service Alert shall be utilized where possible. operation. •Manual Rain Switch (Automatic Watering -No Watering) provides a means of quickly turning off all irrigation automatic controller. 14. CONTROLLER SATELLITES-See Controller Spec (This Sheet) g. Contractor shall be responsible for verification of site conditions and minor revisions as approved by the Irrigation Consultant programs without disturbing the stored program(s). When the switch is placed in the No Watering position the display shall show c. The chart shall be a reproduction of the as-built system drawing. If the controller sequence is not legible when the drawing is and the City of Palm Desert to insure 100%irrigation coverage in all areas. "RAIN OFF" •Connectivity for any one of the following:rain, moisture, or freeze sensor device.The enabling of this device can be reduced,enlarge it to a size that will be readable when reduced. 15. CENTRAL CONTROL COMPUTER-Not Applicable h. In the event that there are changes to the original irrigation drawings a letter will need to be submitted to the Irrigation performed on a per program basis.When the sensor is"active"irrigation shall stop and the display will indicate that the sensor is d. Charts shall be blackline print or computer plot with a different transparent color used to show area of coverage for each Consultant and the City of Palm Desert. active.This feature allows non-irrigation programs to execute independent of this device. •The ability to select either ODD or station. 16. COMMUNICATION CABLE-Not Applicable EVEN day watering on a per program basis. (When either of these features are selected,the controller shall not water on the 31 st e. When completed and approved, hermetically seal the chart between two pieces of plastic,each piece being a minimum of 4. ASSEMBLIES day of the month.) •Selectable cycle and soak irrigation programming or conventional programming on a per-program basis. 10 mils thick. 17. FLOW SENSOR INTERCONNECT a. Routing of irrigation lines as indicated on drawings is diagrammatic. Install lines (and various assemblies) to conform to details Programmable cycle runtime,Max Cycle Time, and Soak time on a per station basis. •Automatic minimization of the water a. The flow sensor wire shall be (2) conductor(1 wire copper, 1 wire tinned) direct burial shielded cable.All cable shall be on plans. Whenever possible, place all irrigation gate valves,remote control valves,quick couplers,pull boxes,etc.in the shrub window by intelligently scheduling station starts when other stations are satisfying their SOAK TIMES. •Controller supports Quick 4. OPERATION AND MANUALS certified by Rainmaster Irrigation Systems. planting areas. Irrigation elements drawn in hardscape areas on the plans are for graphic clarity only and intended to be Station programming in the Cycle and Soak programming mode. •*The controller provides a display of the total runtime of the a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity,properly prepared in two b. Flow sensor wire may be extended to a maximum distance of 5,000 feet from the location of the assembly to which it is placed in shrub planting areas. program using the REVIEW feature of the controller.The cycle and soak feature intelligently s the total runtime of the 9 Y displays P Y individually bound copies. Describe the material installed in sufficient detail to permit qualified maintenance personnel to connected.Wire shall be installed in a 1"PVC Schedule 40 pipe at 24'min.depth. b. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. program, the controller considers all soak delays, optimized program features,water budget percentage and inter-station P P 9 9 P 9 0 understand, operate and maintain the equipment. Each manual shall include the following: All conductors shall be the same type and shall be of the sizes shown on the drawings as required for proper operation of the c. Install all assemblies specified herein according to the respective detail drawings or specifications,using the best standard delays. •Optimized water savings. Re-calculated station run times are executed to the nearest second. Index sheet stating contractor's address and telephone number. systems. practices with prior approval. Duration of guarantee period with guarantee forms. Type: Rainmaster EV-CAB-COM d. Assemble brass pipe/fittings and plastic pipe/threaded fittings,using Teflon tape applied to the male threads only. 1.3 Convenience Features The controller shall have: •Easy to understand and use keyboard layout,provides ease of use during programming and review. •Multiple displays provide a simple way of programming and information review. •During program 5. SPARE PARTS AND EQUIPMENT 18. WIRE SPLICES 5. LINE CLEARANCE execution the controller shall display the executing program number,the flow in GPM,and the station runtime countdown in a. Prepare and deliver to the Irrigation Consultant, prior to the start of maintenance,all required spare parts,tools and a. Conductors shall be installed with no underground splices, unless absolutely necessary and unavoidable.Any and all a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. hours, minutes and seconds. •Programmable Controller Secudt Access code to prevent unauthorized 9 Y p o ed use or modifications to equipment. Spare parts,tools,and equipment shall include the following per water meter: underground splices that are required to be made, must be approved by the Architect,and shall he placed in a suitable type b. Do not install parallel lines directly over one another. be made of the controller's programs.This feature is enabled by entering a security access code from 1 to 4 digits in length. xxxXoo= valve box for easy access. xxxxx= b. Wire splices on the two conductor cable communication wires shall be made with Hydroscape EV-CAB-SPLICE kits 6. TRENCHING •Review key to display all program parameters on a per program basis.Successive invocation of the key shall display program 6. GUARANTEE a. Dig trenches and support pipe continuously on bottom of trench. Lay pipe to an even grade. Pipe shall be snaked from side parameters one by one. Depression and subsequent hold of this key shall allow rapid review of program parameters. 19. LOW VOLTAGE CONTROL WIRING to side to allow for expansion and contraction. Trenching excavation shall follow layout indicated and as noted. Where lines Q a. Submit written guarantee, in approved form,that all work showing defects in materials or workmanship will be repaired or a. Connections between the controller and remote control valves shall be made with direct burial OF type wire,installed in occur under paved area, these dimensions shall be considered below sub-grade. 1.4 Diagnostic and Fault Detection The controller shall have: Programmable audible alarm. " replaced at no cost to the Builder or Developer contracted with the Landscape Contractor for period of one 1 9 a a When enabled this alarm will chirp (0 J P P p p ( )year from accordance with valve manufacturer's wire chart and specifications. b. Provide the following minimum covers: once every six seconds for either an electrical field wire fault or any flow fault condition.The alarm will continue until reset by the date of acceptance by the Irrigation Consultant. b. Wire shall be soft drawn bare copper meeting the requirements of AST M specification B�or B� i. Pressure mainlines (Common area)24 inches user. Automatic field wire fault detection enables the controller to sense a short in the field wire and instantly turn off that II.. fL Q b. The guarantee form shall be written onto the Contractor's letterhead and contain the following information. (Shown as an 10°C+60°C. ii. Non-pressure lines (Common area)12 inches station.The display will report the fault condition any time a field wire fault occurs.Additionally an audible alarm will"chirp"(if example only) c. Wire shield shall be Polyvinyl chloride, 60*C rated conforming to UL Standards 493 and 83. iii. Control wiring (Common areas)24 inches enabled,once every six seconds) until it is reset.The controller will automatically advance the fault station to the next I_ Z d. Shield shall be surface marked with Paige-Electric,voltage rating,size and type,and UL file number programmed station. •Built-in self-test allows you to test various internal circuitry utilizing built-in test capability. •Non-volatile 0 Z M Guarantee forlmlgaffon System e. All cables shall be tested physically and electrically in accordance with UL Standard 493,and 83 7. BACKFILLING memory to retain the program(s) and controller information during power outages or seasonal shut downs.This information is Project Name,Tract 11111 Lot 1 (paragrahs 28.1,29.1 and 29.2).All reels and cartons shall bear UL labels a. Initial backfill on all lines shall be of a fine granular material,not larger than 1 2 inch diameter. maintained indefinitely. •A"real time clock with non-volatile backup to ma intain the actual date and time during power W W 0 f. Wiring shall be installed adjacent to the mainline whenever possible and shall never be installed above or below the pipe. b. Compact backfill to dry density equal to 95%compaction, conforming to adjacent grades without dips,sunken areas,humps, outages without the need of batteries.This eliminates the need to reprogram the clock eve time there is a power outage. L.Pevery u 9 111�We hereby guarantee that the irrigation system we have furnished and installed for Project Name, Tract Number 11111 Lot Number 1 is free from defedsin materials and g. Where more than one wire is placed in o trench, the wiring shall be taped together using black electrical tape at intervals of or other irregularities. Advanced circuitry to automatically monitor internal voltages and reset on-board microprocessor circuitry during power wortananship,and the work has been completed in accordance with the drawings and specifications,ordinary wear and tear and unusual abuse,or neglect expected. We 10 feet, c. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas,and a minimum of 2 inches on adf "brown-out"or error conditions. •Automatic electronic fuse which resets intelligently based upon need. (No user fuses or circuit � Q ', agree to repair or replace any defects in material or workmanship whirl►may develop during the period of one(1)year from date ofacceptance and also to►epairor Type: Paige 7001-D other piping, breakers to reset or fail.) •Intelligent resumption of program execution after power outages to ensure that program starts are not O Q replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Developer. We shall make such repairs orreplacemarels W*m a h. All splices shall be made using sealed waterproof connectors. d. If settlement occurs and subsequent adjustments in pipe,valves,irrigation heads,turf or other plantings,or other construction lost.The controller intelligently schedules irrigation after any outage while preserving the original water window. •Automatic r, reasonable time,as determined by the Developer,after receipt of written notice. In the event of our failure to make such repairs or replacements wOn a reasonable time Type: Paige DBY series,Snap-rite,or approved equal. J U atferrecei of written notice from the Developer, are necessary,the contractor shall make all required adjustments without cost to the Owner. detection of main line water breaks. Upon detection the controller shall:shutdown all active irrigation,energize a normally open receipt oper,we authorize them to proceed to have said repairs or replacements made at our expense and we will payforthe 1. An expansion curl shall be provided at all directional changes. Expansion curls shall be sufficient length at each splice master valve if selected), condemn an future start times,trigger V W(� ) y gger audible and visual alarm indicators. •Automatic detection of costs and charges therefore upon demand connection at each electric control valve,so that in case of repair, the valve bonnet may be brought to the surface without 8. FLUSHING THE SYSTEM unscheduled water flow. Upon detection the controller shall:activate the normally open master valve (if selected),condemn > disconnecting the control wires. a. After all irrigation pipe lines and risers are in place and connected,and prior to installation of irrigation heads,the control any future start times,trigger audible and visual alarm indicators. •Automatic detection of upper stations flow limit.Upon cc M 1 rt 1 Project Name: Name Owner Developer's Name Here j. Control wires shall be laid loosely in the trench next to mainline at 24"min.depth,without stress or stretching of control wire valves shall be opened and a full head of water used to flush out the system. detection the controller shall:turn off the fault station, advance the program to the next station,condemn the station from any W W conductors. A two (2) foot expansion loop shall be located every 100 feet on continuous wire runs. b. Sprinkler heads shall be installed only after flushing of the system has been accomplished where all debri has been flushed out future watering times, trigger audible and visual alarm indicators. Q inLandscapeArchited: Name k. Sizing of the lead wire shall be in accordance with irrigation drawings and manufacturer's recommendations,in no case shall of the system and to the complete satisfaction of the Irrigation Consultant. co W Tiacf Numbers) 11111 Lof Numbers) 1 the thickness of the wire be less than#14 AWG. 2.0 FLOW CAPABILIITES W Q I. All leads wires to be#14 AWG 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: The controller shall have: •Programmable flow to enable or disable the flow sensor features. •Programmable flow sensor pipe m. All common wire shall be#12 AWG. a. Trenches located under areas where paving,asphaltic concrete or concrete will be installed shall be backfilled with sand sizes for standard Rain Master flow sensors (1.0, 1.25, 1.5,2.0,3.0,and 4.0 inch).Non-standard pipe sizes are also programmable. - >= 0. Signed: Title.. Date ofSigrrahue: n. Use continuous wire between controller and remote control valves. Under no circumstances shall splices exist without prior and compacted in layers to 95%compaction, using manual or mechanical tamping devices. Trenches for piping shall be Inputs for connectivity to a flow sensor.The controller shall read the frequency of the sensor by sensing each time a contact Q approval. Any splices allowed shall be installed in a labeled pull box. compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in flush with the adjoining grade. closure appears at the input.The controller shall source+8 VDC to the sensor. • Programmable main line flow limit from 1-999 o. All control wires shall be uniform in color. When more than one controller is installed use a different color wire for each The irrigation contractor shall set in place,cap and pressure test all piping under paving prior to paving work. GPM defines the maximum allowable flow during scheduled irrigation. •Automatic detection of main line water breaks.Upon Q 0 J controller. b. Piping under existing y y jacking, g, y g, y g g g normally p ( ) y Q Co Q Address: p' g g pavement may be installed b ackin boring, or hydraulic driven However,no hydraulic driven will be detection the controller shall:shutdown all active irrigation,energize a normal open master valve if selected), an p. All common wires and only common wires shall be white in color. When more than one controller is installed use white permitted under asphalt paving. future start times,trigger audible and visual alarm indicators. •Programmable unscheduled flow limit from 0-999 GPM defines the 0. Telephone: colored wire with a different color stripe for each controller. Color of the stripe shall match the color of the control wire. c. Provide a minimum cover of 18 inches between the top of the pipe and the bottom non-pressure piping (laterals) installed maximum amount of flow which will be tolerated during unscheduled irrigation periods. •Automatic detection of unscheduled 20. VALVE BOXES under asphaltic concrete paving. water flow. Upon detection the controller shall:energize the normally open master valve (if selected),condemn any future start Z Date of Signature: d. Sleeves shall be two times the diameter of lateral line, mainline, and wire bundle size,and a minimum of 2 inch size. Install times,trigger audible and visual alarm indicators. •Programmable station upper flow limits from 0-500 GPM. •Automatic Q a. Round valve boxes shall be 10 inch diameter x 10 inch high constructed of rigid polyolefin,chemically inert plastic,with 6 inch separate sleeves for each use. detection of upper stations flow limit. Upon detection the controller shall:turn off the fault station,advance the program to the CL. 160 PVC.extension sleeves where required. Valve boxes shall have locking plastic covers. e. Under public roads,all mainlines and lateral piping must have a minimum cover of 36 inches from the top of the pipe to the next station, condemn the station from any future watering times,trigger audible and visual alarm indicators. -Programmable J PRODS b. Valve boxes and covers shall be tan in color. Heat brand box lid with the appropriate identification letters. bottom of aggregate base or per local code. flow check delay between one and six minutes (one minute increments).This delay allows stations to stabilize each time a station Type: Round: Carson 910 f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement,and/or if existing pavement is is turned on/off before limit checks are applied. •Automatic monitoringand display of measured station flow in Type: Rectangular: Carson 1419 P� 1. GENERAL PIPING YP 9 city sidewalk,notify the City of Palm Desert. All necessary repairs and replacements shall be approved by the Irrigation Gallons-Per-Minute (GPM) from 0 to 999 GPM. •Controller utilizes automatic LEARN mode for setting individual station flow limits a. NOT APPLICABLE c. Identification letters or numbers shall be 2 inch high and heat branded onto the box cover. Identification shall be as Consultant and Owner at no additional cost to the Owner. for the entire controller.A global percentage adjustment from 5%to 80%is used to automatically factor upper flow Emits for all b. Domestic water pipe (Pressurized mainline and laterals) shall be extruded of an improved P.V.C.virgin pipe compound indicated on the detail drawings. stations once the nominal values have been measured. •Single station flow limits can be setup based upon the measured featuringhigh impact strength. Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454E for pipe. d. Heat branding shall be accomplished using branding irons specifically designed for this purpose. Heat branding shall not 10. CONTROLLER nominal flow or a manual) entered value 0-500 GPM •Intelligent u processing operation. -A g P g q p p Y ( ). g upper-limit rocessin for concurrent station Compound shall have a 2,000 P.S. I. hydrostatic design stress rating. Pi shall be white in color. weaken or in any way puncture the valve box cover. a. The contractor shall install a new controller as specified on the irrigation drawings. water usage meter indicates total water used b the controller.The water usage meter can be reset at an time. P Y 9 9• Pe 9 9 9 Y 9 Y c. NOT APPLICABLE e. Valve box covers shall be tan in color. b. Controller shall be installed in the locations indicated on the irrigation drawings and approved by the Irrigation Consultant. d. Ultra-Violet Resistant (UVR) pipe shall be extruded of an improved PVC.virgin pipe compound featuring high impact strength. Type: Rectangular.Carson c. Contractor shall install separate conduits for control wiring,ground wire and electrical power wires as required. 3.0 EVAPOTRANSPIRATION (ET) FEATURES OF THE RME EAGLE Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454E for pipe. Compound shall have a 2,000 Round: Carson 11 P.S.I. hydrostatic design stress rating. f. Round valve boxes shall be used for shut off valves,quick coupler valves. 11. COMMUNICATIONS CABLE-Not Applicable 3.1 ET Operations The controller shall have: •Ability to enable or disable ET processing on a per program basis. •The ability to use e. UVR water pipe shall be manufactured using ASTM G-53 testing for accelerated weathering to resist Type: Round: Carson 910 any one of four different ET sources as the basis for its ET calculations: weakening or corrosion by ultra-violet radiation. Pipe shall be brown colored. UVR water pipe shall use Sch.40 PVC.fittings g. Rectangular valve boxes shall be used for remote control valves, master control valves,drip control valves,drip pressure 12. IRRIGATION HEADS 1. Historical ET data manufactured of the same material or process as the UVR i regulator/wye filter assemblies,flow sensors,and pull boxes. a. Install p pipe on which they are used. Irrigation heads as indicated on the irrigation drawings. 2. Manually entered ET data Type: Pipe:Sun Stop, Pacific Plastics,or a Type: Rectangular: Carson 1419 b. Spacing of heads shall not exceed the maximum indicated. In no case shall the s yp p p, approved equal. P 9 pacing exceed the maximum 3. Rain Master ET measurement device or equivalent f. Pipe materials shall be used as follows: recommended by the manufacturer. 4. Downloaded ET data from the internet (requires optional hardware) 1. Pressure mainline from point of connection (P.O.C.) through backflow prevention unit or basket strainer to master valve: Brass. 21• SPRINKLER HEADS c. Heads along curbs,walks, paving,etc.,shall be placed 1/2 inch above finish grade. • The ability to input and store Historical ET data on a monthly basis (12 months);the data is based on a daily average,at the 2. Mainlines (pressurized) 1-1/2 inch and smaller downstream of backflow unit: Schedule 40 solvent weld PVC.unless otherwise a. Full circle,part circle and variable arc pressure regulating spray heads and built-in check valve sprinkler heads: d. Final sprinkler head heights shall be as indicated on the irrigation detail drawings. All sprinkler heads installed adjacent to geographic location of the controller. •The abilityto store an ET reference value.This value is used durin the t station l. The sprinkler boa stem nozzle and screen shall be constructed of heavy du g e adjusted s a on noted. P • Y• vy duty plastic. hardscape features shall be located min. 18 inches off the edge of the hardscape feature for turf and shrubs. runtime ET calculations. • The ability to automatically re-compute the user entered station runtime,at the moment of irrigation, 3. Mainlines (pressurized) 2 inch through 3 inch downstream of backflow unit:Class 315 solvent-weld PVC.unless otherwise noted. 2. The sealing device shall create no more that one (1) PSI pressure drop at maximum rated pressure and flow, e. All irrigation heads shall be set perpendicular to finish grades unless otherwise indicated on the plans. utilizing the current ET information.The station runtime is evaluated and adjusted based on days since last irrigation.Th 1 ys ga o e controller i 4. Lateral lines:Schedule 40 solvent-weld PVC.3/4"and above unless otherwise noted. 3. The sprinkler shall have a strong stainless steel retract spring for positive pop-down. Pop-up height shall be as indicated on the automatically compensates for changes in weather patterns between irrigation days. •Accept a manual operator entered � irrigation drawings and no less than 6 inches. 13. TREE IRRIGATION weekly ET value.The manual entry will override previous entered or accumulated ET data.At the end of the seven day period nab 2. PLASTIC PIPE FITTINGS 4. The sprinkler shall have a screen under the nozzle to protect it from clogging and for easy removal for cleaning and flushing a. The tree bubblers shall be nozzles constructed out of heavy duty plastic,configured for use with 1/7'male threads. the controller will automatic revert to utilizing Historic,device,or Internet provided daily ET data. •Connectivity to an ET !► �e a. Solvent weld pipe,extruded of an improved PVC.virgin system. b. Bubblers shall utilize check valve under nozzle to p'p p g' pipe compound featuring high impact strength. Confirm to ASTM prevent low head drainage. measuring device such as a Rain Master Weather Station.The controller shall record.O1 of an inch (ET) each time a contact D-1784 or D-2241 to meet the requirements of cell classification 12454E for pipe. Compound shall have a 2,000 P.S.I.hydrostatic 5. The sprinkler shall be equipped with a built in pressure regulating device capable of regulating an inlet pressure of 35-70 PSI c. Bubblers are pressure compensating full circle pattern. closure appears at the input.The contact closure shall be between .2 seconds and 2.3 seconds in duration.The controller shall �Q�)p �•� design stress rating. to 30 PSI for proper operation of the spray head.The pressure regulating device shall be constructed of stainless steel springs and Type: Rain Bird 1400 series source+5 VDC to the device. -The ability to display the last ET daily value including the source (historical,measured,manually b. All pipe and f ttings shall bear the following markings:Manufacturer's name,nominal pipe size,schedule or class,pressure heavy duty plastic parts. entered,or Intemet). •Ability to display the current adjusted runtime as a percent of the base runtime for all ET enabled rating P.S.I., NSF,and date of extrusion. 6. Pop-up sprinklers shall be equipped with a built in anti-drain valve capable of holding water within the sprinkler head from up 14. ADJUSTING THE SYSTEM programs. c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shall be low-volitile. to 8 feet of elevation change. The check valve equipped pop-up sprinkler shall be identified on the cap as being so equipped. a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to eliminate over spray d. All PVC. fittings shall be Schedule 40 PVC.and shall be injection molded of an approved PVC.fitting compound featuring 7. The sprinkler shah have a matched precipitation rate (MPR) plastic nozzle with an adjusting screw capable of regulating the onto walks,roadways, buildings,walls and other structures. 4.0 AVAILABLE RME EAGLE OPTIONS high tensile strength, high chemical resistance,and high impact strength. Fittings shall conform to ASTM D-1784,and meet the radius and flow. b. If it is determined that adjustments in the irrigation equipment do not provide adequate coverage,contact the Irrigation The controller shall have: • Ability to connect to a Rain Master communications card iCentral to provide connective to the SHEET CONTENTS, 9 9 9 9 P 9 9 9P q g 9 Y ( ) p connectivity requirements of cell classification 12454B. Where threads are required in plastic Fittings,these shall be injection molded also. MPR nozzles-The plastic nozzles shall have matched precipitation rates across sets (8 feet, 10 feet, 12 feet, 15 feet). The spray Consultant so that adjustments can be made,prior to any planting. Internet. •Ability to interface to a Rain Master Weather Station for direct ET measurements. • Ability to connect to a Rain Master Type: Spears, Lasco, or approved equal. nozzles shall have female thread configuration for use on the 1800 series sprinkler and the PA-8S plastic shrub adapter. Flow sensor or other flow sensor evice. •Built-in remote control capability for compatibility with all Rain Master remote control e. All threaded nipples shall be standard weight Schedule 80,with molded threads. 8. Variable arc nozzle:Not Allowed 15. COVERAGE TEST systems. •Connectivity for any one of the following:rain, freeze,or moisture sensor device.The enabling of this device can be IRRIGATION f. Nipples on pressurized mainline shall be Sch.80 Thread One End T.O.E. with the threaded side attached to the FIPT device Type: Pop-up: Rain Bird 1800-SAM-PRS series a. When the irrigation system is completed, perform a coverage test in the presence of the Irrigation Consultant to determine if performed on a per program basis.This feature allows non-irri ation programs to execute independent of this device. PP P ( ) P P g g P� P SPECIFICATION and the SLIP end attached to the pressure mainline with a SLIP coupling. b. Mediem range rotor sprinkler.Not Applicable the plant and tree material is recieving complete and adequate water. Availability in a variety of enclosure options including:standard cold rolled steel enclosure with power coat paint,extended size Use 3/4 inch size Teflon tape on all threaded ends. c. Shrub Bubblers: Not Applicable b. Complete Irrigation application must be accepted b the Irrigation Consultant. Furnish all materials and perform all work cold rolled steel enclosure with station screw terminals, extended size stainless steel enclosure with station screw terminals. •All 9• p 9 PP� P Y 9 required to correct any inadequacies of application due to deviations from the plans or where the system has been willfully extended size enclosures are available with optional heavy duty lightning protection 3. COPPER PIPE AND FITTINGS-Not Applicable 22. CHECK VALVES installed as indicated in the drawings,when it is obviously inadequate or inappropriate,without bringing this to the attention of a. Provide check valves and/or anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of the Irrigation Consultant. This test shall be accomplished before any plant material is planted (excluding trees). REFER TO RAINMASTER WEB SITE FOR MORE INFORMATION ABOUT 4. BRASS PIPE FITTINGS irrigation water from sprinkler system due to changes in elevation. EAGLE CONTROLLERS: http://www.rainmaster.com/eagle.htm a. Brass pipe shall be 85%red brass,American National Standard Institute (ANSI),Schedule 40 screwed pipe. b. Anti-drain valves shall be of heavy duty virgin PVC construction with FxM NPT. Internal parts shall be stainless steel and 16. TESTS neoprene. Anti-drain valve shall be field adjustable against drawout from 5 to 32 feet of head. a. All piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and b. Fittings shall be medium brass,screwed, 125 pound class. P p g P Y P approved watertight,prior to the Types: Rainbird ACV-050 paving operation. Make hydrostatic tests only in the presence of the Irrigation Consultant,Water District Inspector,and City of RECE'VED 5. GALVANIZED STEEL PIPE&FITTINGS-Not Applicable Palm Desert. No pipe shall be bockfilled until it has been inspected, tested,and approved in writing from the City of Palm Desert. 23. FLOW SENSOR Allow 48 hours lead time for pressure testing inspections. NOV 2 T 6. BACKFLOW PREVENTION UNITS-Installed by C.V.W.D a. An irrigation main-line flow sensor shall be installed in accord with Drawings. See Drawings for location. Contractor shall be b. Furnish necessary force pump and all other test equipment. . responsible for the installation, hook-ups, materials, components,connections,etc.,of the flow sensors for the complete c. Test all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. %ear%W 7. PRESSURE REDUCING VALVES automatic operation of the system. d. All testing shall be approved prior to the installation of remote control valves,quick couplers,or other valve assemblies. a. Pressure reducing valve shall be of the brand,size and type indicated on the irrigation plans. b. The flow sensor shall be manufactured by Data Industrial Company. Install as recommended by the manufacturer and as b. Pressure reducing valve shall be of bronze and stainless steel construction and be adjustable from 25 P.S.I.to 125 P.S.L. detailed. 17. COMPLETION CLEANING: Type: Wilkins 50OHLR, Watts 25AUB-HP or approved equal. c. Use Data Industrial 220E brass tee mounted flow sensor for sizes 1 through 1-1/4" a. Upon completion of the work, make ground surface-level, remove excess materials,rubbish,debris,etc.,and remove d. Use Data Industrial IR-220P plastic tee mounted flow sensor for sizes 1-1/7'through 4"as noted on the drawings. construction and installation equipment from the premises. 8. BASKET STRAINERS-Not Applicable e. All splices shall be performed in a dry splice type connected with an empty tube and gel pack tube of sealant. END OF SECTION 9. BALL VALVES 24. COMMUNICATION CONDUIT-Not Applicable Revisions, a. Ball valves 3 inch and smaller shall be of the brand,size and type indicated on the irrigation plans. No. Revision Description: b. Refer to legend for type. 25. BOOSTER PUMP-Not Applicable Type: Watts FBV-3 full port brass ball valve 26. MISCELLANEOUS EQUIPMENT 10. QUICK COUPLING VALVES a. Hose Bibs: Not Applicable a. Quick coupler valves shall be of the brand,size and type indicated on the irrigation plans. b. Thrust Blocks: Not Applicable b. Quick coupler valve shall have a body constructed of red brass with a wall thickness guaranteed to withstand normal working c. Gravel:All gravel used in valve boxes shall be washed crushed gravel of approximately 3/4 inch size. No pea gravel shall be pressure of 150 P.S.I.without leakage,with female threads opening at base. used. c. Quick coupler valve shall have a hinge cover constructed of red brass with a leather like vinyl cover bonded to it in a d. J-hooks:All pipe installed on grade shall be secured to the ground surface using #4 x 18 inch rebar J-hooks. J-hooks are to be permanent type of cover. installed a minimum of 8 feet on center and as indicated on the irrigation drawings. d. Quick couplers used with potable water shall have vinyl covers yellow in color. e. Stabilizing Rods:All assemblies requiring stabilization shall be equipped with #4 x 30 inch rebar stabilizer rods. Quantity of Type: Potable Water: Rainbird 33DRC stabilizing rods shall be as indicated on the detail drawings. e. Quick coupler valve shall be operated only with quick coupler key, designed for that purpose. Quick coupler key is inserted f. Sprinkler Ties: Not Applicable into the valve and a positive,water-tight connection shall be made between coupler key and valve. g. Identification tags with numbers are required on all valves. Type: Rainbird 33DK (key only) Type: Christy Tags (yellow background with black lettering) f. Locate all quick coupling valves within 12- 18 inch of walks, curbs, header boards,or paved areas where applicable. Locate h. Sprinkler head Swing Joint Assemblies:Not Applicable These plans have been reviewed* by the Coachella Valley Water Dater 09_19_O6 quick coupler valves inside shrub and ground cover areas when ever possible. Quick coupling valves shall be installed such that District in accordance with Water Code Title 7, Division 1, Chapter 3, valve top will be 3 inch below the lid of the valve box. Article 10.8, Section 65597 et seq. requiring efficient landscape and Drawn By, PM Z irrigation design in cooperation with coca( governing 6gency (City or < County). Checked, PM a *Approval of this drawing by CVWD Staff does not constitute �Otj � 06-1426 J approval to encroach into district and USBR Rights-of-Way. Trees, Q plants, walls and permanent structures of any kind may not be Plot Date 11-16-06 t- planted or installed in CVWD and USBR easements or right-of-way �_ without first obtaining an encroachment permit from CVWD. Plan Sete A-1 7- m M Date Water Management Supervisor (1) Development Services Supervisor 03 V Z SHEET 3 OF 4 a I !. land rarc + west Newport Beach,CA 92660 I-IC. No.4340 Tel; (949)224-0040 Fax:(949)224-0044 CONSULTANT TREE LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE DALBERGIA SISS00 4" BOX MATCHING M ROSEWOOD STANDARD SINGLE TRUNK BAUHINIA PURPEREA PURPLE ORCHID TREE 24" BOX STANDARD SINGLE TRUNK L/M SHRUB LEGEND SYMBOL NAME CITY. SIZE REMARKS WATER USE AGAVE BOVICORNUTA COWSHORN AGAVE 5 GAL 4'-0" O.C. L ® AGAVE PARRY] VARIEGATA 5 GAL 2'-0" O.C. L PARRY.S AGAVE ® BOUGAINVILLEA 1 GAL 8'-0" O.C. M Z BARBARA KARST 0 DASYLIRION WHEELERI 5 GAL 6'-0" O.C. L O DESERT SPOON J HESPERALOE PARVIFOUA RED YUCCA 5 GAL 4'-0" O.C. L Q � LIMIT OF WORK � Z \9' + ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��♦♦ ® SIERRAAAPIT TA 5 GAL 3'-01 O.C. L Z z ■ �1 ,� W ■ GROUNDCOVER LEGEND Z LL aJ _ ENTER O o STO P 0SYMBOL NAME CITY. SIZE REMARKS WATER USE � � O ■ ®®® O . ® NEW OLDONTEVIDENSIS 1 GAL 6'-0" O.C. M aJ V w m � ■ eras * ROCK LEGEND W I ' ■ Uj J ■ _ - ■ SYMBOL NAME CITY. REMARKS U. CO ■ s' ■ 3f 8" MINUS 11% FINES SEE CONSTRUCTION MATERIAL SCHEDULE W Fm ■ * ■ DER ALL PLANTING AREAS, 2" DEPT um a p Q , * ■ ® 2 3 BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE Q zz a 0 CO � ■ * ■ ~ -PLANTING NO $: PUNT COUNT IS PER SHEET � Z PARCEL 7 � 1. FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" ■ ■ W 'PALM MULCH' TO PREVENT SOIL EROSION DUE TO MASS GRADING. 'PACIFIC MULCH' J : Y APPEARANCE GRADE, BY GREENWAY ENVIRONMENTAL LLC, (949)380-8301. MULCH PFF ■ O SHALL BE APPLIED IN A UNIFORM APPEARANCE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR BANK ■ 3 TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL ■ ■ LL. BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. i Y ■ ■ 0 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR p ■ ■ F— O ALL TREES. ■ ■ 5 A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. ■ ■ _1 O 5. ALL VINES ARE SHOWN ON OPPOSITE SIDE OF ACTUAL PLANTING LOCATION AT WO ■ ■ WALL, FENCE OR COLUMN FOR PLAN CLARITY. ■ ■ 6. FOR POTS AND PLANT MATERIAL SEE SHEET L—. F— ■ ■ 7. TREES AVAILABLE THROUGH CLAUDIA CAWGARI — 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). ` L ■ ■ 8. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE 43 ■ 0 ■ UTILITIES. is ■ ■ � i ■ ■ 10-31-07 ■ O ■ 1 � ■ ■ ((� Data ■ 25 ■ J 9 Eal (A>0(g d& (D . . ■ Z ■ �� CALF L.QL ■ 6(A SHEET CONTENTS * PLANTING ■ o • ■ PLAN ■ ■ ��S < ■ RECEIVED NOV 21 2n LIMIT OF WORK � � Revisionsi / No. Revision Description: A no Date, 09 19 06 Drawn Byi AEA z Checked, JTJ -� 0. twatr�h CONSTRUCTION MATERIAL SC CDCWmfIG HEDULE �" m dw lM1. m coa. cna. a ol+�ion 1. ti _\ �� �=`'���%. �� Job we 06-1426 J sectim OW at aq. f .fit bmbc .eta o 4060n dew m�� Zippm=uft n �wm� as�+►m Py a DESCRIPTION MANUFACTURER COLOR REMARKS _ s _ Plot Date, 11-16-06 FINAL COLOR T.B.D. 5Y pmmwad sbuoduea of any �WOW eot be panted or in ~ 3/6" MINUS 11% FINES- DESERT ROCK 4 SUPPLY WETTED, ROLLED/TAMPED TO cm mW usm � or ft-cf-w t to KEY PLAN—NOT TO SCALE Plan Sets A-3 � C-� DCx OR EQUAL ( 160-328-5611) OWNER IN COORDINATION W/ A FINAL DEPTH OF 2" encram&awd paM rmm 0M. 00 CITY OF PALM DESERT 0 5 10 20 :3 DESERT ROCK 4 SUPPLY FINAL COLOR T.B.D. 5Y DATE wo amir MOOSUP co AO 2'-3' BOULDER OR EQUAL C�60-328-58'i'1) OWNER IN COORDINATION W/ CITY OF PALM DESERT - E 7%J�7_ L - 2001 0 CVW0 ft--,W*___j DMOPMW S&WIM SUPfRWSW SHEET 4 OF 4 z a.