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Stone Eagle (Main Entry Guardhouse & Sales Center)
f ,> F' NS MAID ENTRY, GUARDHOUSE (SSE FOR ADDIT'IONAL, INF'ORIVIA7'ION) GENERAL NOTES: GRADING GENERAL NOTES: PLANTING GENERAL NOTES: (CONTINUED) ABBREVIATIONS: DEVELOPER / OWNER - '-'-' d o 0 1. THESE CONSTRUCTION DOCUMENTS INCLUDING ALL PLANS, NOTES, DETAILS AND 1. CONTRACTOR IS TO REVIEW THE SITE IN THE FIELD PRIOR TO BIDDING TO DETERMINE THE 23.ALL SPECIMEN TREES TO BE FIELD LOCATED BY LANDSCAPE OR OWNER'S @ = AT R = RADIUS LO WE DEVELOPMENT - U E °' SPECIFICATIONS ARE INTENDED TO FACILITATE THE INSTALLATION CONTRACTOR BY EXTENT OF FINE GRADING ACTIVITIES REQUIRED. REPRESENTATIVE.SEE PLANT MATRIX SHEETS L21 THROUGH L2.3. R = PROPERTY LINE RG = ROUGH GRADE - p ° o PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. IT IS THE GOAL OF THE DOCUMENTS = CENTER LINE SHT = SHEET 74-001 RESEkVE DRIVE n.. U NGo THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES SHOWN 2. CONTRACTOR SHALL GRADE TO MAINTAIN POSItIVE DRAINAGE AWA�'FROM ALL 24.ALL QUANTITIES SHOWN/N PLANT LEGEND ARE FOR THE LANDSCAPEARCHITECIS' b a IN THE DOCUMENTS ARE ESTIMATES ONLYAND ARE NOT GUARANTEED, THE CONTRACTOR RESIDENCES. REVIEW ENGINEERS PLAN FOR DRAINAGE. ESTIMATING PURPOSES ONLY AND ARE NOT GUARANTEED. CONTRACTOR SHALL PREPARE EA = EACH SIM = SIMILAR INDIAN WELLS, CA 92210 r4l, SHALL SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT IN ORDER TO FULFILL THE DESIGN HIS OWN QUANTITIES TO FULFIL! THE INTENT OF THE DRAWINGS. QUANTITIES LISTED REFLECT EJ = EXPANSION JOINT STA = STATION PHONE:(760)674 2262 o INTENT. 3. FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT. TOTAL QUANTITIES FOR THE PROJECT AND ARE NOT SPECIFIC TO EACH SHEET EQ = EQUAL TC = TOP OF CURB W w cb FG = FINISH GRADE TF = TOP OF FOOTING FAX (760) 837-4848 2. INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE BY THE'AUTHOR"OR 4. LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO PCANI7NG. 25. THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES LOCATED IN TURF W w e 'ARCHITECT/ENGINEER-OF-RECORD"OF THE RESPECTIVEDOCUMENTANDSHALL BE AREAS. FL = FLOW LINE TP = TOP OF PILASTER CONTACT.- NIZAR FARHAT - o g o CONSIDERED FINAL. ANY POSSIBLE AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE 5. GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING: FS = FINISH SURFACE TR = TOP OF RETAINING CONTRACTOR PRIOR TO SUBMITTING FORMAL BIDS. ALL CLARIFICATIONS SHALL BE PREPARED 26. CONTRACTOR TO PROVIDEAGRONOMY TESTING FOR THIS SITEAND COMPLY WITH GRD BRK = GRADE BREAK TSW = TOP OF SIDEWALK TESTING LAB'S RECOMMENDATIONS FOR BACKFILL MIX. U Ct IN WRITING BY THE'ARCH/TECT/ENGINEER-OF-RECORD"PRIOR TO BIDDING. THE A)FINE GRADING OFEXISTING ROUGH GRADES►S REQUIRED TO HP = HIGH POINT TV = TOP OF VIEW WALL CONSULTANT TEAM CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE PROVIDE SMOOTH, EVEN GRADE TRANSITION IN LANDSCAPE AREA, C) MAX = MAXIMUM TW = TOP OF WALL 'ARCHITECT/ENGINEER-OF-RECORD"AS THE CORRECT AND FINAL INTERPRETATION. B) CREATION OF LOW MOUNDS IN THESTREET LANDSCAPEAND COMMUNITY OPEN SPACEAREAS. HARDSCAPE GENERAL NOTES: MIN = MINIMUM TYP = TYPICAL LANDSCAPE ARCHITECT 3. ANY INCIDENTAL INSTALLATION PROCEDURE, MATERIAL OR EQUIPMENT, NOT MENTIONED NIC = NOT IN CONTRACT 0.00 = PROPOSED GRADE IN THESE CONSTRUCTION DOCUMENTS, THE SPECIFICATIONS NOR SHOWN ON THE PLANS, 6. IMPORTING AND PLACING"OFF-SITE 3/8"MINUS tOPSOIL"IN THE FOLLOWING AREAS: 1.ALL CONCRETE SIDEWALKS SHALL BE NATURAL GRAY IN COLOR UNLESS NOTED NTS = NOT TO SCALE WHICH MAY BE NECESSARY FOR COMPLETION AND SAT/Sfi4CTORY OPERATION OF THE OTHERWISE. (0.00) = EXISTING GRADE GREEY1 P16ME77- DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED(AS BASED ON INDUSTRY STANDARDS] A) TURF AND ANNUAL AREAS(6"DEPTH). 7507 E. MC60NALD DRIVE, SUITES AS THOUGH SHOWN OR PROVIDED FOR. BJ PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL). 2.ALL CONCRETE LANDSCAPE HEADERS SHALL BE NATURAL GRAY IN COLOR UNLESS NOTED OTHERWISE SCOTTSDALE, ARIZONA 85250 . 4, EXISTING CONDITIONS AND BASE INFORMATION ARE BASED ON PLANS PREPARED BY: 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE PHONE: (480) 609-0009 0F 'THE KE/TH COMPANIES"(TKC). AT NO ADDITIONAL COST TO THE OWNER. 3.ALL HARDSCAPE ELEMENTS, WHETHER OR NOT GRAPHICALLY REPRESENTED ON THESE (480 SHEETS,SHALL MAINTAIN THE SAME SPECIFICATIONS AS DESCRIBED ON THIS SHEET FAX• ) 609-0068 5. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 774Et DRAWING ARE APPROXIMATE 8. ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS UNLESS NOTED OTHERWISE. CONTACT.- RICK SCHWARZ NEITHER THE OWNER, NOR THE LANDSCAPE ARCHITECT, NOR THE LANDSCAPE ARCHITECT'S SPECIFIED IN PART 2 OF THE PLANTING SPECIFICATIONS.AGRONOMY TEST SUBMITTALS ARE SUB CONSULTANTS ASSUMES ANY RESPONSIBILITY FOR UTIL177ES OR STRUCTURES NOT SHOWN REQUIRED FOR ALL MATERIAL USED FOR TOPSOIL AND BACKFILL.SUBMIT REPORT TO 4. REFER TO CIVIL PLANS PREPARED BY'THE KEITH COMPANIES(TKC)"FOR ALL CIVIL ENGINEER -' OR NOT IN THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LANDSCAPE ARCHITECT FOR REVIEW. INFORMATION REGARDING ASPHALT AND CURB/GUTTER CONSTRUCTION. EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL USE EXTREME THE KEI TH COMPANIES(TKC) �P CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS MAINS. SPECIAL PRECAUTIONS 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN AGRICULTURAL SUITABILITY AND 5.ALL DETAILS SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND MODIFIED(IF '9�C'� SHALL BE TAKEN WHEN INSTALLING TREES NEAR EXISTING ELECTRICAL SWITCH PADS AND CHEMICAL ANALYSIS OF PROPOSED IMPORT SOIL. NECESSARY) PRIOR TO CONSTRUCTION. 73733 FRED 'WARING DRIVE, SUITE 700 CM& UTILITY EASEMENTS. PALM DESERT, CA 92260 10. FINISH GRADE REFERS TO TOP OF SOIL ELEVATION WITHOUT GRAVEL MULCH 6. EXPANSION JOINTS IN CONCRETE PAVING SHALL BEA MAXIMUM OF20'-0"APART 6. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS UNLESS NOTED OTHERWISE ON THE PLANS. PHONE: 760 346-9844 TT30438 1 (DECOMPOSED GRANITE/DESERT COBBLED. ( ) A SUPPLEMENT TO THE WRITTEN SPECIFICATION,APPROVED ADDENDUMS,AND THE CHANGE 760 ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL METAL FABRICATIONS FOR FAX ( ) 346-9368 7.SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE PLANS OR SHOULD LAYOUT & POTHOLING: REVIEW BY OWNER AND LANDSCAPE ARCHITECT. VICINITY MAP: N.T.S. CONTACT. BERNY ZAMBRANA THERE BE ANY DISCREPANCIES, HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR 8. GRIND ALL WELDS SMOOTH. ' CLARIFICATION BEFORE PROCEEDING FURTHER. 1. CONTRACTOR/S REQUIRED TO ADEQUATELY POTHOLE TO DETERMINE EXACT LOCATION AND DEPTH OF ALL UTILITY LINES. LOCATIONS AND DEPTHS ARE TO BE VERIFIED BY OWNER 9. CONTRACTOR SHALL SUBMIT A SAMPLE OF THE METAL FINISH FOR APPROVAL PRIOR SITE APPROVED �- 8.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING REPRESENTATIVE, THEN PAINTED ON GROUND SURFACE AND MAINTAINED UNTIL ALL TREES TO CONSTRUCTION OF ANY METAL WORK.SAMPLE FINISH WILL BE PROVIDED BY L.A. CODES AND/OR ORDINANCES. ARE PLANTED AND IRRIGATION INSTALLED. OR DISCUSSED IN PRE-BID. HOMESTEAD ROAD FIN&LANDS KAGE V O 9. THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC 2. VERIFY CONDUIT SWEEPS PRIOR TO DIGGING TREE PITS AROUND ALL UTILITIES. STREETS,IF REQUIRED, DURING INSTALLATION. � V `�P� '? �ate; O 10. CT IS THE CONTRACTORS RESPONSIBILITY TO REPORT TO IWE OWNER'S AUTHORIZED PLANTING GENERAL NOTES: CITY OF PALM DESERT NOTES: `: (� DR. v) REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS PRIOR TO �pR 3�c� o2S INSTALLATION OF THE WORK. S p SHEET I N EX CONTRACTOR SHALL REVIEW PLANTING PLAN WITH LANDSCAPE ARCHITECT PRIOR TO 1. THE CITY OF PALM DESERT RESERVES THE RIGHT TO ADJUST PLANT COUNT BASED ON ^ V) INSTALLATION. FIELD CONDITIONS AND OBSERVATIONS. �` j ............ COVER SHEET L0. 1 11. BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT :::::.::::.: Q WITH THE LANDSCAPE ARCHITECT AND/OR THE OWNERS AUTHORIZED REPRESENTATIVE. THE O 1. LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY 2.SIDEWALK ADJACENT TO HIGHWAY 74 TO BE FIELD FITTED AND APPROVED BY THE Z LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE . _ SITE PLAN/SHEET LAYOUT L 1. 1 ANY OR ALL CHANGES PRIOR TO THE START OF WORK. ,; PLANT MATERIALS HE DEEMS UNACCEPTABLE. SEE SPECIFICATIONS. CITY OF PALM DESERT. p� Z ENTRY P �A � L LANt ZONES L2. 7 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE 2•ANYAND ALL SUBSTITUTIONS TO BEAPPROVED BY THE LANDSCAPEARCHITECT. N PLANTING PLAN L3. 1 - L3.2 W CONDITIONS. 3. GROUNDCOVER, DECOMPOSED GRANITE, DESERT COBBLE AND/OR GRANITE RIP-RAP BIGHORN MOUNTAI S BIGHORN CANYONS � IRRIGATION PLAN L4. 1 - L4.3 � 0 0 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS SHALL EXTEND UNDER SHRUBS UNLESS OTHERWISE NOTED ON PLANS. GOLF CLUB GOLF CLUB N.T.S. PLANTING DETAILS L5. 1 �, ASSOCIATED WITH HIS/HER WORK. LOWE DEVELOPMENT SHALL NOT REIMBURSE FOR THE -k L6. 1 - L6.2 COST OF PERMITS. 4. LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OTHER IRRIGATION DETAILS OBSTRUCTIONS. SPECIFICATIONS 1_':` L7. 1 - L7.2 con W U 14. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITH UTILITIES ON SITE, PRIOR TO THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL 5. FINAL LOCATION OFALL PLANT MATERIAL SHALL BESUBJECT TO 1NEAPPROVA! OF THE PROJECT SITE MAP: APPLICABLE LOCAL,STATE,AND OR FEDERAL LAW OR REGULATIONS PERTAINING TO THE OWNER'S AUTHOR/ZED REPRESENTATIVE. PROJECT. • 6. PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK `' MAINrENANCE CONFIGURATIONS THAT DIFFER FROM THESE PLANS, OR BECAUSE OF GRADE LIMITATIONS F^C� } SALES CENTER 15. CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER CONTRACTOR'S ON SITE. �__ ;' WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE WATER CONSERVATION CONCEPT STATEMENT. _ y E �. MArNENrRr ,t LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH 7• FINISH GRADE OF ALL PLANTING AREAS/S TO BE Z'BELOW ADJACENT PAVING. DR�� MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNERS AUTHORIZED (j� ^,= PROJECT SITE: STONE EAGLE TRACTOR PARCEL NUMBER: 30436 0� EP` ( <r REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE. 8. WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE HOLE DOES NOT �QNE� GUARD HOUSE r 16. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING DRAIN, DO NOT PLANT,SEE HARDPAN DETAIL. PROJECT LOCATION: 48099 HWY 74 PALM DESERT, CA. 92260 IMPROVEMENTS AND THE PUBLIC FROM DAMAGE THROUGHOUT CONSTRUCTION. RE5/DENnAL CLUBHOUSE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR FULL IRRIGATION COVERAGE OF ALL PLANT LANDSCAPE ARCHITECT.• GREEY J PICKETT (��' MATERIAL. ��Q p • ; - „� / 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR,ANY DAMAGES IMPOSED, UNINTENTIONALLY OR ACCIDENTALLY TO EXISTING UTILITIES, STRUCTURES, WALLS, OR OTHER 10. REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS, IRRIGATION DESIGNER: COATES IRRIGATION CONSULTANTS AMENITIES, DUE TO THE ACTION OF THE CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND CONTRACTOR: LAND CONCEPTS,INC. THE CONTRACTORS SUBCONTRACTORS. DAMAGE OCCURRED DURING THE CONTRACTORS NOT IMPAIRED WITH OBSTRUCTIONS. ,, / OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, TO THE coo IN THIS PROJECT SUBMITTAL PACKAGE ARE.-(CHECK TO INDICATE COMPLETION) SAI7SFAC7ION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 17.ACCURATE LAYOUT OF TREES/S ESSENTIAL. PAINT LOCATION OF TREES IN LANDSCAPE 18.STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. AREA AND HAVE OWNER'S REPRESENTATIVE APPROVE PRIOR TO DIGGING HOLES. Z 1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE.• ` �� �• fir. CONVENTIONAL LANDSCAPE: 3,066 100 CU.FT./YEAR 12. CONTRACTOR SHALL ADD TOPSOIL AMENDMENTS/N TURF AREAS AS SPECIFIED IN PART +RECREATIONAL TURFGRASS LANDSCAPE. 0 l00 CU. FT./YEAR IFAPPLICABLE) 19.MATCH GRADES, LAYOUT AND ELEVATIONS OFADJOINYNG LANDSCAPE WORK BY 2 OF THE PLANTING SPECIFICATIONS. REFER TO PLANTING SPECIFICATIONS FOR FURTHER ( OTHERS. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICT'S BEFORE PROCEEDING WITH INFORMATION ON SOIL PREPARATION AND SOIL MIXES. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE.3,066 100 CU. FT/YEAR B,q„/,4DA rR J CONSTRUCTION. COORDINATE WITH CONCRETE WORK AND SIGN WORK OCCURRING �2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: SIMULTANEOUSLY WITHIN THE PROJECT LIMITS. 13.ALL HYDROSEED PLANTING AND ANY DISTURBED AREAS TO RECEIVE FINE GRADE OF NATURAL SOIL AND DESERT COBBLE TO REPRESENT THE NATURAL DESERT FLOOR ADJACENT TURFGRASS HYDROZONES:_0 100 CU. FT./YEAR revisions: � Q 20. IN ADDITION TO SUBMITTING MATERIAL SAMPLES THE CONTRACTOR SHALL PREPAREA RECREATIONAL TURFGRASS HYDROZONES: 0 100 CU. FT./YEAR REs,DENnu TO THE PROJECT. eEsroENnu ° ' 4'X4'SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION MATERIAL, I.E.,A) CONCRETE VERY LOW PLANT HYDROZONES. 0 100 CU. FT./YEAR LOW PLANT HYDROZONES: 887 100 CU. FT./YEAR PAVERS, 8) EXPOSED A GGREGA TP7P*VjqG, C)INTEGRAL COLORED CONCRETE, ETC., FOR 14. CONTRACTOR SHALL APPLY"PERMEON"OR APPROVED EQUAL TO MATCH ALL ROCK 'S AUTHORIZED REPRESENTATIVE MEDIUM PLANT 1,185 100 CU. FT./YEAR APPROVAL BY THE LANDSCAPE ARCH/T CTAND OWNER OUTCROPPINGS AND AREAS DISTURBED BY GRADING/CONSTRUCTION EQUIPMENT WITH THE PRIOR TO FINAL CONSTRUCTION. ADJACENT NATURAt DESERT VARNISH. HIGH PLANT HYDROZONES: 5 700 CU. FT./YEAR 'P%c04 PROJECT TRACT NUMBERS: WATER FEATURES: 0 100 CU. FT./YEAR praJect# 15. CACTI TO BE PLANTED 3'MINIMUM AWAY FROM ALL PEDESTRIAN ROUTES. OTHER 0 100 CU. FT./YEAR y 2 - 30438 (ENTRY, CLUBHOUS LAKE EDGE) LRC007 ESTIMATED ANNUAL TOTAL APPLIED WATER USE. 2,078.100 CU. FT./YEAR -y scale DESERT COBBLE AND GRANITE RIP-RAP: 16. CACTI TO BE WELL ROOTED, NON-SCARRED PLANTS. cn 1 N N/A �3. EATAWU<MAAWA 1 `� �� issued for� ,q ANGULAR GRANITE RIP-RAP 17. CACTI TO BE PLANTED TO MAINTAIN ORIGINAL SOLAR ORIENTATION. ) � ,' � `/ � ,, 3rd CVWD Review �4. LANDSCAPE DESIGN PLAN , N.T.S. _ Y 1.INSTALL GRA RIP-RAP IN ALL DRAINAGE SWALES,AND WHERE INDICATED ON PLANS. 18. IF CACTI VARIETIES OR QUALITY ARE NOT AVAILABLE WITHIN THE COACHELLA VALLEY, t drawn Team TYPICAL.S/Z F RIP-RAP SHALT, E 3"6",SIZED. REFER TO MATERIALS SCHEDULE FOR COLOR THE CONTRACTOR WILL ACQUIRE THEM FROM ARIZONA AND DELIVER THEM TO THE SITE. S. IRRIGATION DESIGN PLAN date: OF GRANITE RIP-RAP. CONTRA9TOOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR 6. GRADING DESIGN PLAN(SEPERATE SET BY TKC) SUBMITTALS / REVISIONS 01/23/06 'REVIEW AND�APPROVAL PRIOR TO INSTALLATION. 19.ALL CAC71 ARE TO BE HAND WATERED AS REQUIRED FOR THE DURATION OF THE drawing: MAINTENANCE PERIOD. ANY PLANT MATERIAL IN THIS CATEGORY THAT DIES DUE TO 7. SOIL CHEMICAL ANALYSIS(OPTIONAL) CVWD SIGNATURE BO C Kc Cover Sheet r NATIVE DESERT COBBLE IMPROPER WATERING SHALL BE REPLACED WITH SAME VARIETY AND SIZE OF CACTI BY THE 0 11115104 80%REVIEW SUBMITTAL CONTRACTOR AT NO ADDITIONAL COST. DESCRIPTION OF PROJECT.'(BRIEFLY DESCRIBE THE PLANNING AND DESIGN ACTIONS THAT - 02108105 95 REVIEW SUBMITTAL I 1. THE LANDSCAPE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND SPREAD A NATIVE 0 % These plans have been reviewed'b the Coachella Valle Water District in l�A� i DESERT COBBLE MIXTURE. AN EXAMPLE AREA WILL BE PROWIDED AT THE PRE-B/D MEETING ARE INTENDED TO ACHIEVE CONSERVATION AND EFFICIENCY IN WATER USE.): y y 0 20. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON 0 04/18/05 95%REVIEW SUBMITTAL accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, �6 FOR REVIEW. DRAWINGS. Section 65597 et seq.requiring efficient landscape and irrigation design in I ,�% 0 .06110105 100%REVIEW SUBMITTAL cooperation with the local governing agency(City or County). sheet# KS�S � 2. NATIVE DES T COBBLE IS REQUIRED IN ALL PLANTING AREAS EXCEPT AREAS OF TURF "THE LANDSCAPE DESIGN PLANS FOR STONE EAGLE FOCUSES ON THE CREATION OF qr 27. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREASI'AT THE DIRECTION A 08/31/05 1ST CITY REVIEW *Approval of this drawing by CVWD Staff does not constitute approval to AND GRANITE RIP-RAP. REFER TO PLANTING PLANS. NATURAL HABITAT BY USING THE COACHELLA VALLEY PLANT PALETTE IN ALL MAJOR OPEN OF THE LANDSCAPE ARCHITECT TO CREATE A NATURALLY UNDULATING GROUND PLANE. encroach into district and USER Rights-of-Way.Trees;plants,walls and SPACES ON-SITE.AS SUCH, WATER USAGE FOR MOST PLANT MATERIAL WILL MATCH NATIVE 10/07/05 2ND CITY REVIEW may not be planted or installed in CVWD SEE CIVIL ENGINEERING PLANS. permanent structures of any kind mL � ` VEGETATION IN ADJOINING NATURAL AREA OPEN SPACES." and USSR easements or right-of-way without first obtaining an 0 22. ]BEES SHALL BE PLANTED A MINIMUM OF 10'-0"FROM STREET LIGHTS/FIRE HYDRANTS � 11104105 2ND CVWD REVIEW 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING NATIVE DESERT COBBLE/ANGULAR 6'-0"FROM EDGE OF UNDERGROUND PIPELINES AND A MINIMUM OF 5'-0 encroachment"FROM WALKS, 12/13/05 3RD CVWD REVIEW i permit from CVWD. Of 13 STONE EAGLE WqP,ft4--r, GRANITE RIP-RAP QUANTITY WITH OWNER AND SECURING AMOUNT REQUIRED. CURBS AND WALLS.SHRUBS SHALL BE PLANTED A MINIMUM OF 3'-0"FROM CURBS AND Date. I WALKS. 0 01/23/06 (2ND SUBMISSION)3RD REVIEW Water Management Supervisor DATE. 1-11-06 PREPARED BY. ALLEN GEORGE, COATES IRRIGATION CONS. Development Service Supervisor p p /--c0PWW 0 xM by Greer(Pk:kett Professbrwl ccii _,.._:_,_. ..:.._.,�..r._._ ___- �...___ _- ._. -_- _.- ._..._.---. -._ w-cam__ �.. ... ,,..-- :__�. z-- .`-- --'-. _..-- - - -.._..._�:�',...,..,. _ - ,._�_..--- ._.. ..a-- _. . -.. ___. ._ter-. -f`.--_.._.._ __ _.-.-�...�'r�i '.�s - .__. - ---..__,.-� _ __._ __ _ .._ `i .....r•e" + `�'..�.. .:'�++a\ _ _._.._a -._ .__.._-. _a;=._ - _.. _.. 1 _.>.r-t",.ilx �17 SITE PLAN SHEET LAYOUT: C ... 7rj 7— >1 4- -------- LLJ A, ,,............. E s� p rw j; VV CL 4L S �t 17, HT L3 I J�u r4) 0 NO WPM 00, S H T : L4 77�� .......... 1 4 bM I L12 C V -viool� J - Ll L Ll "o, N.; 47 . ........ .000, -K rz- (7 ------------- 61 U 00 41 2 < Nit, vo?" 0 J, 0 1JI C3 ........... Ai C) -0 U Njr REPRESENTS LIMIT OF CONSTRUCTION FOR STREETSCAPE AND 61 LAKE EDGE LANDSCAPE CONSTRUCTION L�l 4 DOCUMENT SET (TYPICAL) PLANTING SHEET INDEX: R"A SHT: DESCRIPTION: N— L2 1 PLANT MATRIX: ENTRY PLANT ZONES. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STATE ROUTE 74 ENTRY AND BRIDGE L3 FEATURE 7, L .2 GUARDHOUSE AND SALES CENTER. 3 KEY MAP (SEE SHEEr Ll.I FOR srrE PLAN/SHEET LAYOUT) U.S. AL A A v. 0, ct#: ' J� ErRO8007 scale: Per Plan Issued for 3rd CVWD Review Ji IV drawn by: Team a e: -7 NA 27-36 01/23/06 drawing CVWD SIGNATURE BLOCK Sheet Layout . ................... A oved*by the Coachella Valley Water District in de Title 7,Division 1,Chapter 3,Article 10.3, These plans h7e been revie accordance with Water Co moon, Section 65597 et seq.requiring efficient landscape and irrigation design in sheet# cooperation with the local governing agency(City or County). *Appro Val of this&owing by CVWD Staff does not constitute approval to ............ encroach into district and USBR Rights-of-Wa .Trees,plants,walls and y permanent structures of any;dnd may not be planted or installed in CVWD L I I and USBR easements or right-of-way without First obtaining an encroachment permit from CVWD. Water Management Supervisor 0 im 200 300 Date: 2 of 13 A 100'-0" )A Scale: Development Service Supervisor CopyrIght 0 2003 bv Greey I Pickeff Professiond Corp. PLANT MATRIX, ENTRY, GUARDHOUSE & SALES CENTER" PLANT ZONES (REFER TO PLANTING SHEETS, L3.1 THROUGH L3.2, FOR PLANT ZONE LOCATIONS) ._ Native Palette N in N c .0 O N 0 IVN �o n QO es► O r- N M Re N F_ U d N !h N �O a0 O► r- r- r- r- r- r- r- r- r- r-- N N N N N N STOW-:r- tAG Ltt Q p W W W W W W W W W W W W W W W W W W W W W W W W W Total w c 0.064 Ac. 0.309 Ac. 0.072 Ac. 0.243 Ac. 0.063 Ac. 0.046 Ac. 0.151 Ac. 0.127 Ac. 0.217 Ac. 0.117 Ac. 0.096 Ac. 0.146 Ac. 0.117 Ac. 0.056 Ac. 0.168 Ac. 0.243 Ac. 1 0.125 Ac. 0.155 Ac. 0.062 Ac. 0.037 Ac. 0.097 Ac. 0.056 Ac. 0.070 Ac. 0.093 Ac. 0.048 Ac. 2.979 Ac. Botanical Name Common Name 2,783 s.f. 13,480 s.f. 3,121 s.f. 10,595 s.f. 2,748 s.f. 2,010 s.f. 6,557 s.f. 5,539 s.f. 9,473 s.f. 5,096 s.f. 4,165 s.f. 6,361 s.f. 5,117 s.f. 2,430 s.f. 7,298 s.f. 10,582 s.f. 5,450 s.f. 6,747 s.f. 2,710 s.f. 1,607 s.f. 4,242 s.f. 2,439 s.f. 3,057 s.f. 4,071 s.f. 2,103 s.f. 129,781 s.f. 5 h a NOTE: Water 00 1. PLANT SYMBOLS ( ) uses a Trees FIELD LOCATED NOT APPLICABLE Size Plant Quantities Remarks � ; t3 e C O REPRESENT 4 L Cercidium floridum Blue Pale Verde per plan loo 10,000 From Salvage or as noted per plans U SPECIMEN L Ce1E rcidium microphyllum Foothills Palo Verde per plan 100 l0,00o From Salvage or as noted per plans o a C MATERIAL. M Chilopsis linearis Desert Willow per plan too l0,00o As per min.mitigation requirements (TREESINSTALLED From Salvage or as noted per plansADDITIONAL L Oineya tesota Ironwood per plan loo l0,000 w PER � q CONTAINERIZED H Populus fremontii Fremont Cottonwood per plan loo l0,000 From salvo a or as noted per ions U 9 P P M Prosopis albs"Colorado" Colorado Mesquite per plan 100 10,000 Standard r4) 0 5 0 MATERIAL, AS Standard 00 L Prosopis glandulosa Honey Mesquite per plan 100 10,000 INDICATED ON Proso is ubescens Screw bean Mesquite Multi-Trunk v SHEET L2.1, SHALL P P q per plan 100 10,000 M Prosopis velutina Native Mesquite per plan 100 10,000 From Salvage or as noted per plans BE FIELD LOCATED. Total number of plants per zone o� Avers a on center spacingper zone In feet v '� Large Shrubs Size Plant Quantities Remarks Z L Acacia greggn Cat's Claw Acacia 5 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 From Salvage or as noted per plans L Calliandra califomica Red Fairy Duster 5 gal 85 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 L Celtis pailida Desert Hackbeny 15 gal 105 11,025 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 26 ....... L Cordia boissieri Texas Olive 15 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 F L Dalea(Psorothamnus)spinosa Smoke Tree 15 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 NOTE: ,. L Dalea(Psorothamnus)spinoso Smoke Tree 24"box 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 'V � 2. HATCH PATTERN L Hyptis emoryii Desert Lavender 15 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 c� ��' •s! INDICATES AREA L Hyptis emoryii Desert Lavender 24"box 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 -I OF NATIVE "' L Justicia califomica Chuparosa 5 gal Bo 6,400 1 3 1 2 1 1 2 1 2 1 1 1 1 1 2 2 1 2 1 1 1 1 1 1 1 33 • • 12 Q' R EV EGETATION „. L Larreo tridentate Creosote Bush 15 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 i 1 40 From Salvage or as noted per plans \ FROM L Larrea tridentate Creosote Bush 24"box 70 4,900 1 3 1 3 1 i 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 From Salvage or as noted per plans �L,F M Muhienbergia lindheimeri Autumn Glow'Deer Grass 5 gal 110 12,100 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 i 1 1 1 26 CONTAINERIZED ;: M Rhusovate Sugar-Bush 5gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 i 1 1 29 PLANT MATERIAL. L Salvia clevlandii Chaparral Sage 5 gal 85 7,225 i 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 L Simmondsia chinensis Jojobo 5 gal 75 5,625 1 3 1 2 1 1 2 1 2 1 1 2 1 i 2 2 1 2 1 1 1 1 1 1 1 34 L Simmondsia chinensis Jojoba 15 gal 75 5,625 1 3 1 2 i 1 2 1 2 1 1 2 1 1 2 2 1 2 1 1 1 1 1 1 1 34 M Tecoma stans'orange jubilee' Tecoma SP.'Orange Jubilee 5 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 i 1 1 1 1 1 1 1 1 29 Total number of plants per zone 17 39 17 34 17 17 22 19 32 19 17 21 19 17 24 34 19 22 17 17 17 17 17 17 17 525 Average on centers spacing L,9 P per zone 13 19 14 18 13 11 17 17 17 16 16 17 16 12 17 18 17 18 13 10 16 12 13 15 11 -� L Medium Shrubs Size Plant Quantities Remarks (� L Anisacanthus thurberi Desert Honeysuckle 5 gal 80 6,400 1 3 1 2 1 1 2 1 2 1 1 1 1 1 2 2 1 2 1 1 1 1 1 1 1 33 t.J M Bebbie juncea Sweet Bush 1 gal 80 6,400 1 3 1 2 1 1 2 1 2 1 1 1 1 1 2 2 1 2 1 1 1 1 1 1 1 33 N L Buddleja(buddleja)marrubifolia Wooly Butterfly Bush 5 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 L Cordia parvifolia Little Leaf Cordia 5 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 M Delea frutescens'sierra Negro' Dalea'Cerro Negro' 5 gal 60 3,600 1 4 1 3 1 1 2 2 3 2 2 2 2 1 3 3 2 2 1 1 2 1 1 2 1 46 �X nn`` L Encifia farinosa Brittlebush 1 gal 65 4,225 1 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 C45 W M Erigerron divergens Fleabane 1 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 nV)n` L Hymenoclea solsola Cheese bush i gal 80 6,400 1 3 1 2 1 1 2 i 2 1 1 1 1 1 2 2 1 2 1 1 1 1 1 1 1 33 Q L Leucophyllym laevigatum Chihuahuan Sage 5 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 tV C• M Lotus rig idus Desert Rock Pea 1 gal 65 4,225 1 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 M Muhlenbergia rigens Deer Grass 5 gal 65 4,225 i 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 L, M Tagetes lemonri Mt.Lemon Marigold 1 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 t 1 1 1 1 40 r e s L Vi uiera deltiodea Golden eye 1 al 75 5,625 1 3 1 2 1 1 2 1 2 1 1 2 1 1 2 2 1 2 1 1 1 1 1 1 1 34 , Total number of plants per zone 13 43 13 35 13 13 26 22 30 22 14 23 22 13 27 35 22 26 13 13 17 13 13 14 13 S08 O Average on center spacing per zone In feet 15 18 15 17 15 12 16 16 18 15 17 17 15 14 16 17 16 16 14 11 16 14 15 17 13 0 -4- 4--A 1► _). Small Shrubs Size Plant Quantities W Remarks L Ambrosia deltoidea Triangle Leaf Bur-Sage i gal 35 1,225 3 12 3 9 3 2 6 5 8 5 4 6 5 2 6 9 5 6 3 2 4 2 3 4 2 119 L Calliandra eriophylla Pink Fairy Duster 5 gal 45 2,025 2 7 2 6 2 1 4 3 5 3 3 4 3 2 4 6 3 4 2 1 3 2 2 3 2 79 L Ericameria laricffolia Turpentine Bush 1 gal 45 2,025 2 7 2 6 2 1 4 3 5 3 3 4 3 2 4 6 3 4 2 1 3 2 2 3 2 79 M Salvia leucantha Mexican Bush Sage 1 gal 65 4,225 1 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 L Sphaeralcia ambigua Globemailow 1 gal 40 1,600 2 9 2 7 2 2 5 4 6 4 3 4 4 2 5 7 4 5 2 2 3 2 2 3 2 93 Total number of plants per zone 10 39 10 31 10 7 21 17 27 17 14 20 17 9 21 31 17 21 10 7 1 S 9 10 14 9 413 Average on center spacing per zone In feet 17 19 18 18 17 17 18 18 19 17 17 18 17 16 19 18 18 18 16 15 17 16 17 17 15 :••• Accents Size Plant Quantities Remarks ,.:.; L Asclepias subulata Desert Milkweed 5 gal 55 3,025 1 5 2 4 1 1 3 2 4 2 2 3 2 1 3 4 2 3 1 1 2 1 2 2 1 55 L Balleya mutiradiata Desert Marigold 1 gal 35 1,225 3 12 3 9 3 2 6 5 8 5 4 6 5 2 6 9 5 6 3 2 4 2 3 4 2 119 L Ephedra aspera Mormon Tea 5 gal 65 4,225 1 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 4s M Penstemon eatono Firecracker Penstemon 1 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 M Penstemon palmed Palmer's Penstemon 1 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 M Penstemon superbus Superb Penstemon 1 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 M Penstemon thurberi Thurber's Penstemon 1 gal 95 9,025 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 L Psilostrophe copped Paper Flower 1 gal 40 1,600 2 9 2 7 2 2 5 4 6 4 3 4 4 2 5 7 4 5 2 2 3 2 2 3 2 93 M Zinnia randiflora Prairie Zinnia 1 al 45 2,025 2 7 2 6 2 1 4 3 5 3 3 4 3 2 4 6 3 4 2 1 3 2 2 3 2 79 Total number of plants per zone 13 45 14 37 13 11 24 20 34 20 17 23 20 12 24 37 20 24 13 11 18 12 14 17 12 505 ••:•: Average on center spacing per zone In feet 15 17 15 17 15 14 17 17 17 16 16 17 16 14 17 17 17 17 14 12 15 14 15 15 13 Groundcover Size Plant Quantities Remarks revisions: M Dales capitata'Sierra Gold' Dalea'Sierra Gold' 5 gal 40 1,600 2 9 2 7 2 2 5 4 6 4 3 4 4 2 5 7 4 5 2 2 3 2 2 3 2 93 M Oenothera beriandieri Mex.Evening Primrose 1 gal 30 900 4 15 4 12 4 3 8 7 11 6 5 8 6 3 9 12 7 8 4 2 5 3 4 5 3 158 L Oenothera caespitosa Tufted Morning Glory i gal 35 1,225 3 12 3 9 3 2 6 5 8 5 4 6 5 2 6 9 5 6 3 2 4 2 3 4 2 119 M Verbena gooddin ri Goodding's Verbena 1 al 30 900 4 15 4 12 4 3 8 7 11 6 5 8 6 3 9 12 7 8 4 2 5 3 4 5 3 158 project#: ,.. Total number of plants per zone 13 Sl 13 40 13 10 27 23 36 21 17 26 21 10 29 40 23 27 13 8 17 10 13 17 10 528 LRC007 •• Average on center spacing per zone In fret 15 16 15 16 15 14 16 16 16 16 16 16 16 16 16 16 15 16 14 14 16 16 15 15 15 SCC11e: N/A Cactus/Succulents Size Plant Quantities Remarks issued for: 3rd CVWD Review L Agave desertii Desert Agave 5 gal 70 4,900 1 3 1 3 1 1 2 2 2 2 1 2 2 1 2 3 2 2 1 1 1 1 1 1 1 40 �_:'� drawn by: L Agave parryli Parry's Agave 5 gal r3o 6,400 1 3 1 2 1 1 2 1 2 1 1 1 1 1 2 2 1 2 1 1 1 1 1 i 1 33 1��p' O a ,,,, Team L Aloe variegata Varigated Aloe 1 gal 85 7,225 1 2 1 2 1 1 1 1 2 1 i 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 ! L,Q date: ...•:: L Daisylirion wheeled Desert spoon,Sotol 5 gal ss 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 t��r 01/23/06 L Ferocactus acanthodes Barrell Cactus bare root 85 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 i t 30 "K�bp drawing: L Fouquieria splendens Ocotillo(Bare Root) B 12 Cane 85 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 From Salvage or as noted per plans CVWD SIGNATURE BLOCK Entry Punt zones L Opuntia basilaris Beavertal Cactus 5 gal 85 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 Un-Scarred L Opuntla bigelovii Teddy bear Cholla 5 gal 65 4,225 1 4 1 3 1 1 2 2 3 2 1 2 2 1 2 3 2 2 1 1 2 1 1 1 1 43 L Opuntio engelmannii Engelmann's Prickly Pear 5 gal 75 5,625 1 3 1 2 1 1 2 1 2 1 1 2 1 1 2 2 1 2 1 1 1 1 1 1 1 34 Un-Scarred These plans have been reviewed'by the Coachella Valley Water District in accordance with Water Code Title 7,Division i,Chapter 3,Article 10.3, L Opuntia microdasys Bunny Ear Opuntio 5 gal 75 5,625 1 3 1 2 1 1 2 1 2 1 1 2 1 1 2 2 1 2 1 1 1 1 1 1 1 34 Un-Scarred Section 65597 et seq.requiring efficient landscape and irrigation design in L Opuntia phaecantho Prickly Pear Cactus 5 gal 105 11,025 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 26 Un-Scarred cooperation with the local governing agency(City or County). Sheet# :......• L Opuntia ramosissima Pencil Cholla 5 gal 85 7,225 1 2 1 2 1 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 30 *Approval of this drawing by CVWD Staff does not constitute approval to M Pedilanthus macrocarpus Slipper Plant 5 gal 90 8,100 1 2 1 2 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 29 encroach into district and USBR Rights-of-Way.Trees,plants, walls and L Stenocerus thurberi Organ-Pipe Cactus 24"box 105 11,025 1 2 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 26 L.A.to approve Specimen permanent structures of any kind may not be planted or installed in CVWD L2 ,0 and USBR easements or right-of-way without first obtaining an L Yucca Baccata Banana Yucca 15 gal 75 5,625 1 3 1 2 1 1 2 1 2 1 1 2 1 1 2 2 1 2 1 1 1 1 1 1 1 34 encroachment permit from CVWD. of 13 Date: Total number of plants per zone 15 37 15 30 15 15 21 17 29 17 15 20 17 15 27 30 17 21 15 1S 16 15 15 15 15 479 Water Management Supervisor Average on center spacing per zone in feet 14 19 14 19 14 12 18 18 18 17 17 18 17 13 16 19 18 1 18 13 10 16 13 14 16 12 Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. I, Pq I III \ , , .1 KEY NOTES _ .. . I-I,1I,I'".,,,_I I"..,,I--..,. • \ " . _ ... _-. , - - \ , ... . - ' ,.I e ,I I,",I I,I,","1\II,I,%\-,I,I,\\,\.,II",,,\,.,1,,.'I%I�,,I.,1I,,".,.,I I\-1I-1,..,t,.,.-,.\.1.1,1,,,1\,I'\I\.\\1\,,%I"..s\ii%,\.%\,3.,.�*.'".X,�...I.."`,,,---".".',;�I,,�,i:�"�,l,�,,%-'\,%,,I"t",\I�'�-t,,:-I-1:I.1I I�%,.I1,.j,!::-"`;:1II,;�,�.II:,.',::.-.,:\1:..,..I.I,;.%I;;I".;;s rI.:,I.I a;I;,a I,II.%I.,..I..I 1 1,.."......I...I%t I....._.....,I1"I-I I-,1.,,.1I,.".."1,\,,.,..,.,",1, -..,,I,-1\,..I,I,-I 1II,..\\,,..,I 1.,I\,,;\\I.1,V.II-,1,,..—-,-,...,_7_—_._—--_ ,--—....,.—.-.'.-..—...-._.-.__..-.�_I 1 I I"."...II�.I"I,I.",I 1-1..I.".,_."..-".1".,1,1..",.,I%I, IN.I..'I I:1II.,,.II.,II.I,II/I,,"II!I-,./,1 ,\ .I_.I;.....I"I. / i " / 0 -PLANTIN AR G EA W NATiVE DESERT COBBLE ._ / 1: O ------ -.... / \ _ .-- - \ .. ,,. / _. - / i o2 TURF AREA \ // 3' - . . ..; `' ' ' / RAMMED EARTH WALL. BY OTHERS . . - -STONE COLUMN. BY OTHERS , , -` I-- - -` .... \ : *-..T�0WfRVTE. 1ANt/ CE z. _._. - . . 05 -GOLF CART PARKING /' / I- t�,�, - tT .: 6 -RETAINING WALL. BY OTHERS C ,o BONE E19 4 . \ i (D -BRIDGE Y THER « o _ r p h ■ ■ , . tB s) o wR ■_ <. : / \ . 0 . . . , . TURE ... .. - .. a \� i -DESERT STREAM FEATURE a / 08 LAKE FEA r � / Q- Y . .ter-.. , .., , .. , __ - ._ -_.... __ .. N�..... . � , :: _ ____ _ ___ .._._.._-- ,' / �' � MAIN ENTRY MONUMENT �.. • ..,.,. . . • . . U . . . •� .� w 0 ao ,j - _... 41 n_ _.. RCHITECTURAL PLANS. o . . . , .." C� ASPHALT PARKING A o . . - , . ,. . . - - - .-__. \ 1 -GUARDHOUSE,SEE ARCHITECTURAL PLANS. w +� ti • •'•'•' �� - q a ' . . . . . . . . . . . . . � __ C.V.W.D.CANAL e '� . . . . - , . . . . . � t" . . " t4 -- - •,v • . 1 � _ -PAVERS. BY OTHERS r, . . ,- _ : $ - - . ; w . . . - . . to GINEERING PLANS . . . . . . . . . . . • •.•.•'�i ,� BE N E V Q . \ E 1 IL EN . . . . • . . C . . . . . . . NE. . . . ZO E18 . . . . . . . . a. . • .,. . . _ . .. . ,.' . . . . . . . . �::.: ..:... ` . , WATER . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . �\ � , SYM PLANT NAME IZE E . . . .,., . . ♦••.,., • C3 _`.A_ . . . . . . . . - ! . . . . . . . . . . . . . . . . . . . . .. SON-" . . . . . . . . . . . . . . R \ S ;., . . . . . . . . . . . . . . w CERCIDIUM FLORIDUM . . . . . . . . . . . �. . . . . N ' 3 g E . . . . . . . . . . \ . . . . . _. A a<. . _..._ SEE PLAN LOW 0.2 . . . +A. --- % ` BL E PAL VERD w - - ■ •. ? . . . . . . . . - �M r - . . . . . . . . . . . . \ . . . . - - ... . . / .... ,. .. . . . . w , . . ;.! UM EE PLAN L W 2 ;.; . . . . . . . . . . \" _ -- FOOTHDILLS PA O VOERDE L S O 0 ♦. . . ''. . . . •, :• . . . . . t. . .•. .. ,i • • • • --. . . . . . . . . . . . . , . a . . . . . . . . . `a . . . . • . • . . . . i . :;' .•:;�♦ - CHILOPSIS LINEARIS „_ .•.•.•. .. ........ . . :... . . . . . . . . / . . . . . . . . . . •. E PLAN ♦ . . J�/;� . SE MOD 0.5 • •.•. . •'•' •'1: \ - DESERT WILLOW . . . . . . . ._. \ .. l ,: n. . . . . . ,. . . . . . . . . . . . . . - - / . . . . . . . . . . . . - . SEE PLAN LOW 0 2 . . . ^ . . .� . . . . . . . . . . . . . . . . NWA . . . . . . . . . . . . . . . . . . . . . . . . . . . __ / IRON OOD ''• FAA 1 :C OL TESOT O . . ♦ .:' `� ?� :;: .% POPULUS FREMONTII \,' .,. . ♦ % SEE PLAN HIGH 0.8 . . . . . : \ FREMONT COTTONWOOD ♦ �. . . . . . . \' • I . .. J . . . / i • •. .• M• . . . •. •'A♦ "o .PROSOPISALBA'COLORADO' . . -I ;.;. . ;.,.;. , . . . . . •�:4.• \'l� . D SEE PLAN MOD0.5 . . . . . . . . . . ••;,; : . . ,.•,•. // , COLORADO MESQUITE ,..:.:.,:..*.-.*-,..0'..."I..-,:..r..W i.M..--..,oI..*.r....,_*I.......,....,........-...:..,4",1*,:�.:*:ft.-.*::,.6.::*.:1,:1:.::.:.I.,.:-,,#.i,..,., I-.`.-0.0....-1_"-._-".:a,.,%-.-.:.-:__:r-::-..:.s_:.:..:k:,..-I.:..:-.:.%,.::1.. . . '. :::.....:.': :� . . . . . . . . • . . . . . . . . . . . . .. ZONE E 10 �: �, 4 . . . . . . . . . . . . . .. . :;,• ;.: �1�� -_��� �� r �- / PROSOPIS GLANDULOSA EE W P • - TEXAS HONEY MESQUITE S PLAN LO 0.2 J ♦ . ' � i ♦• / r/ i••:.:•:•• 0 / ` ■i■ . ' . . ♦, . . . . . . . . .• / -.-___ -- SEE PLAN MOD 0.5 . . . .• BSC ALIFORNIA FAN PAL . . . . . . i :.,1 / . . . . . . . , .•, ' '• SCREW BEAN MESQUITE . . . . - . . . . . . . . . . . . . . . . . i. . . . . . . . . . . *r N ,. . . . . . - - - // ----- -. .•.•. . . . . . . . . . . • / - - SEE PLAN MOD 0.5 PROSOPIS VELUTINA • 1 NATIVE MESQUITE . . . . ,. . . ., .,: ., ♦s -- __ - -- - -- - RA' �� WASHINGTONIA FILIFE J .. 1 '• ♦• >8 MOD 0.5 . . . . . . . . . . . . :_:..-,, '-.j j�.qa:j*.;*W.::.-iV%Ci..1%!1.:7:.,.".�.! . .NtX;.1k.*,.,*.,: I. ..- -., . . .. . . . . . -...:.-- . . . . . . . . . . . . . . . - - _ _ ..- ._- __ RA III .••. . . . -- - _ CAUFORNIA FAN PALM W . . . . . . . . . . . . . . . . . . , :. . . . . . . . . .•. . W . . $ . . . . . . . . . . . . ............... . . . >` . . . . . . . •. _ _ _- __._ _ __ .,. . .,. . --_\0^1 -,(.\\"\Oql�\--\- .",...---_r----- . .-P_-.v._11.t,.-.k..,,--..-,-74--, -�-I�---_--_--_-_--T_-- 7 --- _ .• . . . . . . . . . . . _ . . . . . . .--Z* _*_O_.-_.__-.I_N...,E E",.: .... ...... .... .... ........... . .. . .... . . . .. - �— T_ 7o-.*.o": 1-:.:.:-...:......:*4....:0 R..-_o.%P... ...(0*...1..1.-.1.-..*.-.*.-. UGX0 . .• ,• 11 .. - ( AL )PSOROTHAMNUS SPINOSA. . . . . . . . , ,.,,,I . . 1 . . . . . . - - - LOW 0.2. . . . . . . . . . . . . - ;,•,. . ., ' : :•: :.;.� _ _ - OKETREE 24 BOX'' SM •�- � \ I 0DE A C L . . . . - . . . . 0 . . . . - /'� W I : : ',:::;:•:• •:•: y.. - - ---- - __ - --- - - - -- - --- - - 24"BOX LOW 0.2 � . . ;,, ----' N' f. 1 HYPTIS EMORYII �_:, . . . . . . . •:•:•:• - - _._. - DESERT LAVENDER .� > . . . ' - - - - _.- - 1 -- _ - -- .. . . . . . . . .. . . . . 1 . . . .,...,. '' — - - - C3 fi• . . . . . . . . . . . . . .•. .•. ENTATA ^` 24 BOX LOW 0.2 � . . .• •. . .•'��..,,� ,•,. CREOSOTE . . . • . . . . . . . . .•. •.•.• •' - LARREA TRID �� . . r-:..,... , ,_ . . . . . . . . . - -- - 1 �. . . . . . ..._ . . . , . . . . . . ,.,. . Li L;I;a V N::r _ . . . . . . . .+. ..,.,. . . . .. . . . . . ■■ - SIMMONDSIA CHINENSIS ,... .1 r■■ 1 . . . . . . . . . . . . .�.. . . . - ��� •c=`p:' �. 'V JOJOBA 15 GAL LOW 0.2 tr'd >. or modem ■■■■>ltlhi ti ■■�tr . __ _ .. . . W -" - _ _ I &SUCCULENTS _-_. --- 4) �1� �..■ ,•. . SPLENDENS W . -- !' :, /'/ FOUQUIERIA AN W O .•::. �, 8-12 C E LO 0.2 a _ , . . oconLLo V ���,/ --__-.-_. • • • • • • • • . _: ,0.r . . . . , C1 _ ,. _s .�.,„I ..,. g x_ !� O _ � •1 PLANT ZONES �� S . . . . . . . . .t. _ _ Z NE N 1 � o _O 6 . . . . . . . . .. . F . . . . . . . . . . . . :f. 4#, 0 M . . 0 .� .... ......... .......................................................... • • • • • • • • • •1,I • • • • • • • • • • • .S i . . . . . . . . . . Z NE E11 :r '�:� •�:�O Z NE El _ :: . O 3 ,� . . . . .. s� •:�: : :.p, . . NOTE: �+.. 3 . . . . . . . . . . . . . -_ � 1 PLANT SYMBOLS REPRESENT SPECIMEN G 0L 0A %.,IILLL.I I i..:I.::."..I.W.-I*-.:i......,%...r1.,1 1.4.II._i.-_I.4.1W I..q.--.I:,%.1 11.:-,L1 j\%.i.k.\. '':_/*._-*.�.. .,:!—*..::..;.:.:..:..&-I;:..:—.L:".:*1...*::—�..... :!!*.%:I..*.-�:.)111_:.-..1:_*.-:-*..,,1 . . . . . , s- `� }R-. .r.6.L.I.A.*:1:0..rZ.'#m ,o/.<-I_'_ll,/ rr /."—Z.-I z\1,—X 10 1. NW 1E1 1. *L-C-.&L3 e V W e�j vI IL :: 4 a. : � '�: :^;:+.R MATERIAL. ADDRIONAL NTAINERIZED Z NE E12 �O O . . ........ . . . . . . . . . . . ....... .. . . . . 1� • . •• �• :: MATERIA AS INDICATED O T ■ •s••::�''•;:�: SHALL BE FIELD LOCATED. ■r. . . . . . . . . . .•. ■ V 1 r •: 2. HATCH PATTER w V � C N INDi ATE AREA F ■ ■ � � C S O r. .;.. . NATIVE REVE ET••s • G ATION FROM ��� / O !• rr■■as •. . ■ aaaa■ .■ R srv'. r R AAA . ' CONTAINERIZED PLANT MATERIAL REFER TO •: :. .'� . s. '�s .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . .; ,. ., ,. MEET L2. F .�-;,.., S 1 OR INFORMATION RE ARDIN . .-�• t . . . . . . .. . .. . _ . __ t . . .- . . . . . . . . . . . . . . . . . �:-. � . . . . . . . . . . . . . . . . . . at . . ., . . . . . . +4 . . .�.•.y: •���.�'.'.'.••'•� PLANT MATERIAL TYPE AN ti• — U TITY PER Z NE I :I� ••T:• yfff•/ i' •� 'iir� D AN IZE :�:� 1► S .�-. . •'L j, a . . . . . . . . . . . . . . . . . • ;: • . . . . • . a l� . . . . . . . . . . . . . . . . . . . . . . . . . . `; R• .y� 'q f `•) ■' ,}�} `f':: i 1' :{ '" '•.•. •' f �., '• ' Ev': >v. . . . . . : . . . .:. : �� NOTE: h �.. .. ''*• , . . . . . . . . �: ER. . . . . . . . .: . . . . . . . � . . . . . . . . . . . . . - _ - P C.V.W.D. THE NTRA T R HALL O CO C O S . . . . . . . . . . . . . . . . . . . . . . . ram:;:.;-;..::�: _� • • • • • . •.• • • • • • • • • • . . • • , , NOT INSTALL AN PLANT 'ri . . . . . :`•r'. . r . . . . . . . . . . . . . . � ,� Y T M AERIAL 6 . ��.. WITHIN 1 0 -0 OF THE ED E F TH s: ��' :.. :r: O � G O E G L FOOD NTR Z N E 1 CO OL ANAL r . O E c K `\ •f • [ , _ , . . . -: a N O 0 ..� Z E E 1 . . . . . .-. . . . . . . O 5 . . . . . . . . . ... . . . . .: . . . . . . . . .. . . . . �. ,y G /; 1 O a i i —I LL; I r L *I..___:.1F:k�1—-0,.,.I.,LI;"I� 0 2 4 0 o N r 60 t .111.. 4$.,... . . . . . . .: to - - - - - •.,' 1 .. • . �;::�:;.. : /' Scale: 1' = 20'-0 • . . . . . . yf . . . . M' . : tt< '► � 's�� .. 1 k // • .'a.._y. . . . •,,•.• ...:"..,.L....,z(*:"-:.:.::.I . . t/ • •. ^ . . r.• • '. '� _ SEE SHEET L1.1 FOR SITE PLAN SHEET _ . . , . . . ___ / ...1.,I11-.-k.I.*I...&..;.1'*.!.LL-...I.:k-...:........:.:,..".::.;�I'.A-:.f:�.A.�.?t..:.. .:.,..6....*. --- .. - .- t, P -" - . . , . ., . . .•. . . . . . . RR . . . vi� so s TS i . . . . .• •:• . . . . . . . . . . . .. . .•.•.• �* .- ONE E22 --_- -- --- _�.. . ::. -- . / 4 1 \ / ♦• '; .+ s' \ . \v �:' .,. ♦' /ka � k _ - :+:• / f +� 0 y, .�' a a i`" l•� roe t#• • c / _ - -- ' ��� C007 / !► • ` - � ... y . . . . . . . . . . . . . , . . . . . . .•.•.•. / / > �,. . . .c . . . . . . . . Per Plan �,.�-•---� scale: - "` - / ♦. n ,' ':- ':. �,,� j /' / issued for. __ ____-__- .,. . . . : �, . . . �� , __- - :•:• .•:• - /\ 4 3rd CVWD Review / . .• •.; _ `,. /\ �. . . . . . . . - - _-- . . ... �. . . . .... ... .. . . . . . . THIS by: . . . . . . . d / . . . . . .•:-. . . . .•.•.. . . . . . . . Tam..,. . . , . . . . . . . . . . .•. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r / / / ___•_.___ �,, '•:•'•:':-:.. :.::::::::: - SHEET date: . , . . . . . • 23 0 / �. . � � � - // -- 1 drawin i __— /- / / CVWD SIGNATURE BLOCK je Planting Plan `""_.._- /' o // �► :'� /� / I I SAY ., ,;,. ,. _ .,.;•;. \ / / / / . .;. x _ -. f! e pla wed'by the Coachella Valley Water District in 01 2, / ---� / \ �. �•.:;:;' ' ' �. / Water e i 1,Chapte I / �/ . . . .� / / l ' / ` ••••• • 0 ./ / Section 65597 et seeere umn effrc entt'landsca and m anon de gn in C /\ \ - / `' + + *� /� /' cooperation with the local ovemin a enc C or Co g V ?C p KDQSE Sheet# \ / / / z \ ./ f / / / _-- -'-`...� 9 9 9 Y( h' NI• QP / // ' \ ,/� \ \ / / \ `" / / 'Approval of�is drawing by CVWD Staff does not constitute approval to ,* \ , // _._- -'" / .- _ _. _ �Q ! encroach into district and USSR Rights-of-Way.Trees,plants,walls and \ - -- >/ i / k / / perm t sfructures of any Idnd may not be planted or installed in CVWD • t anen \. \ �/ // �•-"- // 11 \ / / / / p'I and USSR easements or right-of-way without first obtaining an IIL ,,l \ / / 1 J__ - _--- encroachment permit from CVWD. 4 of 1 3 \- ---- �- / . / / / ,�,. __. ---'�'"_ Date:_ Water Management Supervisor N Development Service Supervisor copyright m 20M by Greev I Pickett Professional Corp. 1 - _ _. _____ _"____ .__._-__J , i % - , :. \ . , i - - I I \ � � �� � I __ I \ . -. - - .•.1 \ , - . , . r , . . - N. _ . . _- 1 __--_ _ i _ \ 1 PLANTING AREA W NATIVE DESERT COBBLE . . / _ . . . . . _ , .,, . . --- . . . _ _ - . . . \ - , • x . . . . . � . . . . - - \. . . \ _ . . . . . , . - - - - . , , _ ._. - - - -- -- . . . . , . , . . . . , . • - h . . . � • . . . . ,♦ , _..._.... ` ' � TURF AREA . . - . % , . . . . . _ \ \ RAMMED EARTH WALL. BY OTHERS N . . . . . � . . . . . . _ . . . ; ;. -STONE COLUMN. BY OTHERS) .Q . , , , • . % , G 1%*1 . . . . . : `, -. , , _. -- O GOLF CART PARKING . . . - - - \, F_ i \ % , ,., , , - . ___...... 1. RETAINING WALL Y OTHER C , _-.- \ 1 ;: - - v \ - - - - - -< 6 All . . . . . - - W - o . . . t► \ BRIDGE. BY OTHERS . . , , , -- . . . . . . . - --- , cb -- Ne a . . . ♦ / `.. 7 0 . . • . • /' ., n . . , . . �► . \ -LAKE FEATURE AV . . . - . . _ .- �o. . . . '. . . • . . . .i. : : . . ,•. . - , , , - , . . - d b: . . . . . . . . % -DESERT STREAM FEATURE . . .- . . . , , , - . .♦ _ . . . . . _,- . . . . - \ . _ . , 4:-: __ _. _._ 10 _ 1* r - 0 MAIN ENTRY MONUMENT/.. p . .'• % ' 'b i --- /, . .,•, f - - -SALES CENTER,SEE ARCHITECTURAL PLANS. o n �.. a . . . . E 1 . . ., . . . - �. : %, , . . . . - - -ASPHALT PARKIN _ .- 0 •.• b W i rr■n ;,.,. . I -GUARDHOUSE, W .,� •., . Y • .• ♦ 0 GU OUSE,SEE ARCHITECTURAL PLANS. I _ . , . .. %1. N E _ -- -- r. . • , ZONE E20 �- . . . * _. 14 C.V.W.D.CANAL e . . , ,r - « . ... . x . . +.�• w 1 , • • • • • . -. o W . . , 'W �s ,�•''� < #� :� a _ . . . �. � - . . . . . . ,.,.,. . PAVERS. Y OTHERS) . . . . - . . _ _ . . . 1. I'll - .;111 . . . :/ ' •:• BERMIN E V. . . i 6 G SEE IL ENGINEERING PLANS. C> 4. . . . . . . - e � . . . . . . , ZONE E . . . xN - . . . . . , - . . . . . . . . , l 9 . . . _ -- _ �'� �; t . . . . ., . . . . . . \ . : .i . . . . . . . - LANT LEGEND 1 a : P . . . . . . . . ! ;i: •.♦ WATER . . . . . • . . . . . t ....- _ 0� i • • • • •••:+• ZONE ET SYM PLANT NAME SIZE USE . . . . . . V • • . � - it . . . •A . . . •:�.•'• .♦ \ C . . . . . . . . .� • .♦ - . . . . . . . , . . . . _ THE ..A . . . • • • . Es . . . . 11 . . . . . . . . .... ... 4Q •��� J . _ �. . . . 11' - . . . . . . . . . . . ♦ - i II r� 6 . . . . . . . . . .•! _. . . . . . . .•.•.•:: UM SEE PLAN LOW 0.2 UM . . . . . . .♦ . . . . . . . . . . . . . . . . MIT . . . . . . .•.•.• - •'•' .t''� �. BLUE PA OVERDED . . . . ._, OF �.. . . . . . . . . . . . . . . . CONS J ,:R . . . .,� , •:: . . . . . . . . . . . . ,� C . . . . . . . . . . . . . . . . . . . , . ON-_ - - �. . . . . . : w •' ,. . . . . . . . . . . . . . 0) UM ,� . . . . . .4 '• ■■■ ' •1 SEE PLAN LOW 0.2 , �!�.*•*w - ■ ♦.�, •.,;;; CERCIDIUMMiCROPHYLI ••• . . . }} . . • . ' ' I w :t •i FOOTHILLS PAL VERDE 1. it11 L� O LS O *ff (D • ir • ,. .., •r•#hr • _, , • . . . . . . .'.••'•,',.,., IS `t '',• HIL P 1 LIN♦� C O S S LINEAR IS :: 1 . . . . . . . . . . . . . . . . . . , . . . . ., . _. .•.•..,. :�,�•.• E LAN MODO.0 5IN N . . . . . . . . . . . . . . . . DESERT WILLOW 1. S O . . . . . . . . . . . . . . . . . . . . . . . _, .r . . . Jr. f. . . . . . . . . . . . . . . . . . . . . . . .. . , .% . . . . . , :■ F t . . . . . . . . . . . . • . . . . . . . . . TA ....... . . . . . 1' •♦ LNEY . . . . . , •� \ O A TESO . . . . . . . . . . . . . . . . . .,., . . . . .,.,.,.,.,. SEE PLAN LOW 0.2 -w�jQ • IRONWOOD: . . . . . . . . . . . . . . . . �::::: . . . . . . . ZONE E1 . . . •. .;. i a . . -":?,4 0 . . . . . . . . •.4 POPULUS FREMONTiI �1 ;� SEE PLAN HIGH 0.8 V a. �•:: FREM NT TT NW 11� O COO OOD n• • • • • • • • • • • • • • • ••• • •r �. •tw,_ :A' 7 . . . . . . . . . .. . . . N E E3 � : . O •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :ti.-.s. --- ADO•�•.;.,�� .Y, PROSOPIS ALBA'COLOR n. ML ♦ ♦ • EE PLAN M D .r c L RA MESQUITE S O OS COO DO ES U E : • ,� ., •+► 0 Q �. �' 1-2 .�A■ .�L 1 �t♦f. •1 . !• .4 �► OSO S GLAND L A U OS . . . .. .'� -V.. . . . . . . . . . . . . . . . . . . . .•. . . •. .- . .• •' . . .•.•.• SEE PLAN LOW .2 x- * \ 0 \ ��QQ TE XAS HONEY MESQUITE 9 �•:•:•:•' •* AS O S U :: •a Q . . . . . . . . . . . . . . . . . . . . . . ... •, v +► �•' F '•:;'�-Y� '�.''. CAL ♦ PR P B EN OSOPIS U ESC S SEE PLAN MOD . e S O OS ti .;. oY SCREW BEAN MES QUITE S UITE ; . :•i Q . . . . . . . . . . . . . `� ' P :;�, ::, _ hii „ 1 T f :�► ��k, ,�[ 4► PR V_ . OSO EL NA •t• PIS UTI ■ �> SEE PLAN MOD . . . . . . Q. . . +••• .h•': : NATIVE MESQUITE �[ O OS 11 . . T,�.•. . . . . . . . . . . • WASHINGTONIA FILIFE �/ ,� RA 8' MOD 0.5 ::�' , / CALIFORNIA FA•, �a•. N PALM • I 11 r .'+ . a � 1 l .\ Y J/x s:_ l w'f ASHIN T NIA FILIFER ZO NE .�. GO A 5 •-7 { 4 MO D OS 5 ..' f ' S'. '� CALIFORNIA FAN PALM . . . . . . . . . . . k•' _ • • • • • • • • • • • • • • • • • •• •,• • • • • • • : , • • • • • ••• ••.• �J♦ (a • • • • • • • • • • • • • • • • • • • • • • . • I • • Y • • • • • • • • • • • • i•.• ONE E6 • • • • • • • • • • • • ••••••• H' •i• • • • • r, • • • • • • • • • • • • 1. • • • • • • • • • • • • • • • ••.•••' •t •• •F�x'.•i��: �,• •,:; ;;::::• :;:• ��"'' n SHRUBS 11 . . . . . . . : x ,. y��8'�ltF DA LEA R THAMN PIN A of i:X - I PSO O US S OS LOW 2 i O 0. L% •:'ter=::.::.�:%''j::'::•'::'•:••':::•:;' SM KE THE O E 4" 1 , :�1� ::� O 2 BOX .:1 ;:;:°. ,r , % S FJv10RYll c� • •'•'• •'• ' ' j 24 BOX LOW 02 . . . . . . . . . . :�:. : ',.•:: r•' >' '�,' 1.1 DESERT LAVENDER .._ • . . . . . . . . . . . . . . . . . x ®, f ► V Y LARREA TRIDENT T 1 �!' E AA 1 !R 24"B X L W 2• � O O 0. W 48,/ ♦ a; !;:; CREOSOTE 1: 1 Y:: :. - V "J� (';'`;� 1/ 1. SIMM N S h- O D IA CHINENStS 1 AL LOW 2 i 5G O 0. % ..1.i.,.-*.*.... :- i �• e V � J BA:f JO O v , rt.;. M ^` it•••• Ax • 1:•:•::: •.t `� 1.•U'°' , 1i . ♦ .• A*:• i' CACTI &SUCCULENTS 1• U S •x :• ,i:. f w • l A �, FO UIERIA PLEND k �:•4• �. ♦.,. . UQ S ENS N ^^`` •:• - r 1 N W. V.• & 2 CA E LO 0.2 1. •a 11 12 1. OCOTILL O_ . . . . . . . . . . . . . . . . . . . . . . .•.•..: .8 . . . . . . . . ..., . . •. . . . . . .. _. _ . . . . . . - . . . y • • , • . , • • , • • • • • • t. -s s-r , f. . , . . r �, - ,. � _ �� . � . . . . . . . ,. .; ;.; •.;. '��•.• PLANT ZONES r. . . . . . . • . • . . . . . x• . . . . . • • ' . . . . . .. . . . . . . . . ............................. 03 V - .. .. . - - . .-,. . .. ?al�+� . . . . . ` . . 1.;:;:•.; :.;. .•. . . . . . . . . . . . . ZONE . . • ::: ;. ; ::• � .;... 1 w :i . 4 : ::: % �. .::;:::;:::::::;:;::: 8 "44 _ = T •:t •: NO E• : 1 1'. Z NE . . O E 8 1. PLANT SYMB OLS OLS REPRESENT SPECIMEN 1 S C N 0 •'t I- . • • • • • • . • • • • •,,,• •'• ,' MATERIAL.ADDITIONAL CONTAINERIZED :'ii:::: ::: :,: . w "`'z . O r MATERIAL, -1-- M AL AS INDICATED N HE r• , C O SHEET L2.1 •�8:: S _ T .� c . . SHALL BE E ;, FI LD L ATED 11 w V ms.�s: HA TCH ATCH PATTERN INDICATES I C TES AREA F O :!; .;. A•','% I... ...... :: :::::., . .. . :�� • 1) N TIVE REVE ET :: :� :. F G ATION FROM ...... . . . . . . . . . . . . . . .. .. 1 • • ' CONTAINERIZED it•: 'fir.• CO ZED PLANT MATERIAL. REFER O a Z ;t.;. SHE 1�111 ET ET L2 1 FOR INFORMATION �'1 O REGARDING , • ■■�■1 • • • • •• '• O . . . . . . . . . . . . . . • • • ........ • • • •••: PLANT MATERIAL TYPE QUANTITY PER ZONE 1C :,. x . . . . . . . . . . . .�., NE . . . . . . . ,� . . . . . . . . . . . . . . . . . . . . r: . . . . . . . . . . . . . . . . . . . . . . . . . . ....... 6.. O Q . . . . . . . . . . .,. . . . :--.I-.9.�__. .:- . . . . . . . . . .•.•.• •.•. :: :::::� .,�. . ONE E2 -i' .1 't, F H 1 :: n - li. ,.,., ;• 4 _. 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. W: Z Y 1 .� - �N T a Z NE E O E: 1 O k rw . •'i''. ER P VWD C. THE NTRA T R HAL�::' CO C O S L }g I� r �P;n N : >,5 7 M Z L . � __ NOT INSTALL ANY PLANT MATERIAL . . . . . . . . . . . . •,. . ._ ,.. . . . . . . . . . . . . . . . . . . . . . . . . . <: �' .. ff,. . . . . . . . . . . . . . • � . . . . . . . . . . . . Z La. _�. a . . . . . . . . . . .• WITHIN . . . . . . . •.•. OF THE . . . a . . . . :�:• 10 -0 OF THE EDGE. . . . . G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOD 00 CONTROL CANAL. H Z 1 :� . : s:;• . W O C L. F- O '4 .•. W . . .,.,, . . . . . . . . Uj r o . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . .. . . . . . . . . . . . . . '�. ,. . .;�:. > Y 1 _ II� 4 r• n ;: N ��� 0 20 4 It, 0 6 . . . . . . . . . . . : ::x. :;: Z .,.,.,.,., . . . . . . .•.•.• . . . . . . . . . . . . . .; :s - . .* *�* . . M. :8:: W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �■■� 1 'j ,,,.. I- $CQ � Ir" - � ::�: : _ e: - 20 Z rrr r i'7�'` v I •• , 4 1 _ W _: . . . . . . . . . . . . . . : li. I �` . . •. .' _ ` •. ":: (SEE SHEEP Ll.1 FOR SITE PLAN/SHEET W ZONE E25 , _� K MAP LAYOUT) revisions: 09 1 I ZONE E4 W N.T.S. i � Z 0 - ..;�. � i - _ , i LIMIT OFF � . CON STRU T C I iii' ' r ON .. ,�� ��' -..�1 LRC007 Lr 111- scale: Y Q A , " Per Plan ___-_ Issued for. _ 3rd CW I I : -_ * M��--"- - THIS D Review - \ - drawn by: - - - - ' SHEET Team date: ZONE E24I I �� - /// 01/23/06 _1.11'� drawing: CVWD,SIGNATURE BLOCK � CE� a►ar�ting Plan ZONE E23 �- ,, / 01 Mdtf0 MftThese plans have been reviewed'b the Coachella Valle Water District in �06 �ft - II ' n�i accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, F,u f 1lRt8 + . . .. . . . . .; :- --;-r inlaft E sheet# ent and . ' t. cooperation h the local governing► age y(landscape or County).irrigation i .' .:::'' : ' CONSTRUCTION--_.._._ 11 --=�� r --�._�` eq.requiring design lOtl0 S ' OF c with 1' 'LIMIT . . . . '•' � •.•,• .• . .-.• ,• .•. •.•. •.•. . . . . . . . . . : '' � � BRIO *Approval �I �rrr �lld0 of mis drawingb VWD t C Staff does not constitute approval to r. Y PP►o . . . . . . . . . . .:. •-w R r ri . . . , , . . . . . . . . . . . . . . .-.. . . . . district and BR Rights-of-Way. . .•, . .•.•• :' � �"�� into USTrees, lams,walls and . . . . . . . . . . . . . saTrI encroach ••# ra a . . . . . . . . . • . . . . . . . . . . . . . . ,-.. - - - !t� : . . . . . . . . . ... . . . . . L302 . . .-. . . -;.i • , permanent structures of an kind may not planted r installed' I. ■. . . . . . ._. . . . . . . . . . . . . ._._ . . . . • . . .__. . . .•�. and USSR - o be a ed oVWD . . . . . . , ,_., , . . . . , . . . . . . . . . . .•.• without first obtaining n , , , ,•, • • ;� . .�• U easements or right-of-way wa i ._ . . 1 . . . . . . ' �wJ• . . . . . . . . . . . . . . . . , .. . . from ' ' 'n a , . . . . . . . . . , . . permit VWD : : . . . . . . . . .--.... • . . . . . - • . .-... . . . . . encroachment e P , , . . . . . . . . . . . . . . .. . . . . . . . . . .. 5• . . . . . . . . . . . . . . . . . . . . . f . . . ._ . . . ._ . . . . . . . . . _. . . . . . . . . . . . .. .. . �r�■t.rii rrrrr•,r� ■.»»»r 6 irirbhbblirLiu'.Yd■d 1.ivi •7�•i"d;ii i■i15'70' 13 r ■r�firrr.Ni860*0 . , .� . iii•i'iriirkililil liiiti. ' �rrrrr�' MrMrrrtitiititi riir iii'� ii�iiirii i�>jii� ririirirYrrL'1� Dat e e:_� = _=__� M1 M IIII� III I = =.. = M i _� A- __:_. -� A = = = M = = M=�: Water Management Supervisor Development Service Supervisor Copyright©20M by Greey I Pickett Professional Corp. - __' :--1-1-'/.1 -,._.- r - _ -1-,z Z - \ , - - !?� - _ ______ _ -' _ r irrigation schedule '/,,-�_,-_".I/�,)/_-//-�,,'-_,/-�/�1/"I-/l�1-1 X,\1.I�-,",:,�1_,-0"�,�,,,---�/,,-,-/,)�._--,I I,��`>)1/;-:_�-_1��/-- /-:'/_0_x:l_-lI_,r N�/,z/�X�(T'__-", _-_),_,_-:_1_��_/i-_:_,_3_1:-_�,II,I\_: I\-_"--�-'I-_I/_-G-�--1N�p_,:--,4-_-�1/.-.I_I:--._""-__-I)�.---._.',X-_ t,I.Ijff---o,-.I--j.",--_-A--"-_�,/4_.-,�"�--,-s(0�"\�_�),-_-%"1"l P_---_1--/-"/-_-_�I-,,_4-,//,.pq_:._-",--_,I_,��,.I-/11.1-Jo.-,"_.---�-1I__1/,__----�'�A:___..-__--/,-/:__-- _"/1"/_,__--_�I,1-__-j <\_\,"\\_$�-",0-- _`-,_-1-_-z,:_�\:\-,_\:__'�'/�`x---1_,Z\"___-__,I�"7"__,,_�_\-,"-"\\-,,,_�:."_-i_1 1_-,__-__--1/,�_!I__Io'\-�-/�____�__�_"-,,_.---,__0-/ r_,,--1,1�,.,1f)_\__-(.�_-_f,\�1-_�,_�I,"-�-,-.US,,-_H-I__1-*5-,_-I1_\-_-�-,-_:--1_,,,�-.-�"/_I;--I",_�_'- �_�.5"_--1-_I-e).\-,-�- /I.e�0 1-1-,-r,--�,--"*�_-_-I)_I-/-_--_5,0-\=_-�X_.__/,_0./_,,,,/ ___,,�/1-/_--:,,-W z\ )://,,-'��1,-,1/- /�z_) /0�--'I-)I \-,[.�T._�,-/.-�1_- 1�/e,�)_/_,_-__,�IX_�,_�_-11�\-,-1"�,,/-�\-/-_--/_�./_ -:I,1\- �-,-.\1/1,-,.,,.-\j"L-.,,�1/,-_,/'_-1�,I\'.-,,")__�-I,,_,:--_-"I\,7---,-,�.-I_z -,,,.-",�1--\,.0-I-'_I--_\\/_,-,-(-'-_I-�--1,/-_)_-I I---Z,_-" _-_,_/"_-, _,_1�__,/,"-II*,-I_,"I-__--,, "_I_)� -_ /-I-_./.-.,7,"_1_'�'I-/,�-,j� )"I/, _-,_,_1;_ 7 ,Z'.-.-__"-.1,_-I 1 Z"*_',-_ .',-,I�I--_-I �,/l Z-'1'I\_-11_,,I,--I-�,:-_w-- /-(\\,_ -//I, /-�___-,I,' ,I4--,--/\ �) 7-,7/_\Z I/"-.-�_�I///Zt-_,"-,I 1>I--i"I�_-/ \-Z_""-__)�_Y_,_ Z-I._I X-� _N _-"_#_"_)1 ",,_,_,>�, /1_Z, _,../_'�1L 036 _CB 72 MI O r l, - , ~-~-- - -'r �'=J �'`�,, --- -' .-' AT SHRUBS: RAIN BfitD SHRUB EMITTER MODEL#PFR/FRA24 1_,,,,--�N"''�l/L,\,_.\,,/�I�\\._-W-,�,-_,""�`,_,1'_`-\<I1,_,-��'�I__,,,,\,"\'\-_-�'_,I,1"-I,\_-,'-�\,\,�-._-\\\,-��\ 1-,,9,_,,_-,p",,�,\-\-_*N,-,-1_�-.I\_,-�<,,1 1,-'",,V\_,\,"--,,,__,-,1-,,.,.,,,�_-" \\ ,, r ` I - \ _ - __ , \ / ` �'`"... ~_-_,____ � .'''/'/// J% NIOT HOWN)(0P0 GPH 2P PR SH UB)NHIGH SIDE)- ^,/ ,\ ` , `. /, J \__. __--__---'--^' /"^'', /,l,-. '_ •\ "'�-,,."' ,i',..-! _...� ~.--- --��` i_ ___ „� //// _- 1 `fI �� � /J / \.,\ - - \� - AT TREES: RAIN BIRD TREE EMfITR MODEL#PFR/FRA24 I_0.,- Ae \ -.-- \ \ �� <\ _../ ___._.___.-_--_......__...._` �__ .�' ✓ WITH THREE XB-1 OPC-1032 EMITTERS(LOCATE IN TRIANGULAR /-' - I \ f J - ^ l ' / R TREE - - t -JI/~ r /' OT SHOW 0 GPH 20 PSI PR TR ' _- � / \ f PATTERN AROUND TREE(2 ON HIGH SIDE)PE '~ 1 / (N N)(6. EE) \` \ \ { ._ „ � \ _ - '�� 1' / �- ,``� ,\-,_. f �/ "`�� \ 1"„",_ „-''/ AT PALMS: 1402 RAIN BIRD PALM BUBBLER ASSY(2 PR PALM) W � 'p � \ - \ o -_\�-1 t--\,-_\I,_,_"/,I'",_,,\\_.\_\I%,.�1_\\",-,_`-,11"_\\�1�\_�-,-._',,\-:�\�I\f,�,1,_\\_e--I I-\_-1,--'1-\1.,\_1N�\.-,�\_\-1 1 I_1.1--1_�__%"_�_,-_.,_'-_-_�1_I_,,�-_-"\�_ 1_II,IW 2_--I-I _. "� - J,r -(N HOWN)(1.0 GPM 0?30 PSI PER PALM) � - // ■ `` \ - ry / .- OT S p `p `, , 4 `ti _` \ `' ` �. - 1 / PEB SERIES RAIN BIRD ELECTRIC VALVE FOR PALM TREES y - _ ;. ,. w \. o� lY ` 'l� -_ __..=f Y __ __ ___ 1 �f _ -- \ - '-'~ '✓ -_. =~ ® PESB SKIES RAIN BIRD ELECTRIC VALVE FOR FJ AITTER SYSTEM V �O o r - ,__.� ----- _.... . �. �_ �..__` - _ -- 1 \ R(200MESH) tl - - - -._ = INCLUDES•RBY-20DMX RAIN BIRD WYE STRAIN __..1 \\ \ - \ \., \ . „} ' - -~- -- -- \_---- `- j AND:PSI M30X075 RAIN BIRD PRESSURE REGULATOR(PRESET AT 30 PSI) p - ��� f "II \ ; RME36EG B RAIN MASTR WALL MOUNT ELECTRIC CONTROLLR ET ED -_-, \ ~ - -- - _- V ' ��� ._� \ l, \ ���` �_ I~�---�- _ ----�� �/ " r�-- , _ _-_ -i �� %sir f� 97SXL-SERIES WILKINS REDUCED PRESSURE BACKFLOW PREVENTER � q `\ ��� , --, \ 1\ ` \ r ___ _. _. - ✓ �. I 33DRC RAIN BI � o o� \� -„� _---- \ y_ (i RD QUICK�OUPLER VALVE TAN VALVE BOX IN DG / - / ' p o / JO �� A,-. \ \ - /' - i f i f / / -". ?1� / b "" - �� \` - - -- -- - -^ - :� ---�`` -~ -� I// I / / ! %" " T-113-IRR NIBCO MAIN LINE ISOLATION FULL-PORT BALL VALVE :+ q / .- ; j / / -�_ _ - - T"""~ -- /I / // / / ' , ® MHT-3/e-MANUAL DRIP FLUSH DEVICE w o `p /' \\\`\ - - --_ -- - - J/ //! f / jj l --- CLASS 200 PVC PIPE-MAIN LINE. SOLVENT WELD. 1-� •", In ___ I_ / �\ ___ --v�� __ / _- r / __ / _ _ - -. -�. ¢ \ -/_ 'r- / ^\ --- 1/7 CLASS 315 PVC PIPE-TO EMRIRS. SOLVENT WELD. \\\ 1 j \ / / i/ /' r' - --~ _ - ' -- - -- z" ____ CLASS 20D PVC PIPE-BUBBLER LATERALS. SOLVENT WELD. �..� , - - _ _ F _� ~_/ \ \\ \✓ \ \ ` _ -'- / - ! / •% �I..,__- i /�..._" _ --- / SCHEDULE 40 PVC SLEEVING MATRIAL- q) -__V` \ \ \\ •g-= ` \ \ - // ' � w''/� `, - - ._ �_ _ ' TWO TIMES THE SIZE OF LINE SIZE _ , �__' _ - / _ _ ,� _ _ _ -T- _- _-, \, \ \ - ti - 4 \ / ON \\ _ -- - OE V i' i \- �„ \ ,.� /� - ' / "`"� �`,,- /j-- ,.- 1.)ALL 24VOLT WIRING SHALL BE#14 UFULDIRECT-BURIAL,SOLID COPPER. y i-` \ V\ K ` �\ '�' ONsj �\`' `` ~f � ✓�J r ETHt SIZE IS BASED UPON 40 GPM PER PLANTED ACRE J \ `, r - / -_ _ \ \ �\ J r%= 3. ALL PIPE AND WIRING UNDR PAVED SURFACES SHALL BE IN SCHEDULE l1\�1 _--___"/_-�_�I-_!z-[__-l'_,\/\�-1,_i-_-.��_,;/-I__ft_-�,.-_7/.1I�/n_;--,�_,_,---__-(1,_-\.",-_-\-____11---I-z,-__1"-/�-_ __-,_)-__-I_,,"-,_"-.-\-�\_1__,1/,',_--v,L__--,I,M,,1__,-__.#I_-�-___-/__\'-",_-w__,"eI_-,,_-_-_%_I-_--�.-A-__,_�eo-�,",___N-ft'N*_-,I ___ - -- -: %', .r' 40 PVC SLEEVES,WHETHER OR NOT SHOWN. INSTALL WIRE SLEEVES .-, \ _ - - -- - I \ \. r` �,\ \\ `,\\ }, _ 1, .,- ._\ -, _, _ e' ADJACENT TO PIPE SLEEVES AS SHOWN ON PLANS. ' / -- �� , \ _� /� [ -�--4\�__\-____',__.__,__�__\,-\_�:-_./_,_-___0__7\I.�_..:---I/_�__--__..-�-_/-�--_-1---\.___--,-_--i�-.A,-:_-__-\�7-_-____-\\-\-,,____/___�'-,\:,--_-_:1_,--'.--,II I__--/-,__\_,_\-_--._--_-�-_-,-Z-",-�-_�_/_�-_,1I,1___1_:-_\-:%\-_,(-_,11-,:%-_,:--_-__,��__:j,j--�__:�-_i�__.-_-_/_�-�IZ_..__:.-/___.:I7_.__-_-,�-:�1"11_:,6--,_c:����\:_:I-�,-:_-__-:_',_-,k,'_�_:_-�'6_1:__I-._ v \ \\ � i , \ \ F \` \ -S" `_ - 1 � Y r - , 1 4.)OPERATE BUBBLERS AS REQUIRED;DRIP APPROXIMATELY 2 HOURS -_..__ \ - fir' \� , �' `, '�- �\. __J J- '\ / - PR CYCLE,3 TIMES PR WEEK. >> �_ - ------ __ A �� \ V V v/' �„` ,_- , // \ �'' S.)LOCATE VALVE BOXES IN PLANTER AREAS. TAN COLOR. F \\ \ \ \ _ ------ __ _ Q f J Jar I d.)CONTRACTOR SHALL PROVIDE THREE#33K QUICK COUPLER KEYS ,--`/->_/�-_,_I_-1--I1 1-/,--I-"I-_I_-_-,-_7 I-__I'-_-I,�--PI__-:--,1_j\x-I-IK7�_-I"--1_-1-_!__I:-,\\_1__�-I_��\- z__.\"�---�l__i__"-,z__�,_-,"/-__i---,,---_.!__/-,_l_/__--�/\-_I-,,--I-_�.__-I/:-,_I--1__I-._--I-,_--O_:1,e-_-_I---_�_:_11 1-I_I__--1Z.1,"_, � _ �- j \ \\ ` \ `\ \'\\ L�. �' = \ ~'" - I ?' -- // W/HOSESWIVEIS. 1� ,. `\ \ _.___. \ -:*1�_:___--1...-_44_11_*%_111-1 I: ,0_'-,-"__-_1-_-*4*'_,_.1 l"_-%I W.�;_..l_.1�._-.�_\_-�I-_.,/<_\--_-, _-,,17-/ ,-I-:_'.I_--\-I�:__,J,\-�_�_-(_:-,-__\_,I./,__"-,�-,,:_)--I*-_i,__:_%�:��_-:-�-"':_7_---_�#-_T-:-',11�I:-'-,)I"�\-�I--1-,/V--_-,��11_:--/�I-111--�,�I-,,-I-._IMI,-1 1I,.7_1_"._-_1�,-1--a__�-i I-�-"_-^-II_,-I'_',-\-4�\I,,\�1-X1__I_4.-D11._1I j1,_--1_1�-_-_*11 1 t;(1_-_"_,!_*,;__,'_"/-�\,_/1�v,_i4,\.-1-_,!\_�'_,.,,-__�...-_.-/-L-'I,. _,X*:*__ - \\ � - -_ \� r� � -^ �� - -� ��� ~� �, '- � LL COMPLETE THE FOLLOWING PRIOR TO FINAL\ - \ - ' _ 7.)CONTRACTOR SHA n _\"__�,/__1�/_,__�-"'-,,1-_.-/_/--I_I�_,-�I\�-�,,-I_,_i_- _:_-I,_�11z_,,�_-_,�___*'_-,_,�__-/)--�'_\�"_-�\�,1__"-/1 \"-�-I`__-_A\_\ -,,,_--I\_/I�_1I,\I,'; > � v 7'\\ `` \ wALIC THRouGH: \, \ \\ y \ �y -. ~ A.CONSTRUCTION RECORD(AS BUILT)DRAWINGS. • • -_.",_'sI4)',�-�!_"I_'_�,_--_-,,_I--'-/__n_�\�1,,/----_-_--,"_, ,,_/--7-//,.__/-.I_,�/-1';_�-.'1-_,�_II-IX�.-x',.-_-�_\!)-_ \ \ INCLUDING IN DIGITAL FORMAT.- ---- -.-- \\ V, \' A > _____-----\- _ A -,` " ��. I // �!� ;/, ✓ B.CONTROLLER DATA SHEETS, -- ___I_1,\-_:-*.-1 V,I-1,,.\--,i-,_1-,-.-_--_1,%/i-_1__1�1 1___,i.-�t'_�_,-_,_,\,-1-1\__a-_,_-'_- _//__-,1-/,,_--1-J-_-_I"_0,,_1,---"-"1'"1T*,-\-_1,-",I4,,__�_�,.11�,_N_,��-1,�_-\-',\"Ie.�`1\-X�,,\,_*o_S1/0-__%__,-,_V_._\�._,,.1_I.\\,_\,._,-__._��,_\--,-,.__N_--,j�I/.--�_I-.�.----,,"__A_,-I,_-<-.\a,/,�_I-__--j_:_,_�i,,/,-4_,1�.\-*-�_,-1--_-;(*\ , y '` - \, \. \`,, ',�\`\ \ \ >/` --- \ - '" ✓r _- - - - ___ 8.)THESE IRRIGATION CONSTRUCTION DOCUMENTS,INCLUDING ALL PUNS, - _ - & 1,,.-'' -�``_ _ \, \ � \\ �i\ `.,�\ `\\ % \ -----"�'G "�� ` ---'� -' ---. ----... -_ - �• rT -,� - OTES,DETAILS,AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE G� `��� ` N /` \\``, a \ \ Z,•w . \ _ INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR /' i l \ \\ �\ `'\`\\\`\ \,, - 01-0� \ ` / % - I- i- -P� ____- DESIGN INTENT. THREFORE.ALL IRRIGATION ELEMENTS GRAPHICALLY i _ _� \, \ -----\ \ \ \� k \ 22,, I. \ / fy RRRF SENTED IN THESE CONSTRUCTION DOCUMENTS ARE SCHEMATIC. N _` / / \7 1 --- \ '" \ \ \ . - \ __ -- - __-__---- FIELD MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN a , \ f {/�' .. -�\ , \ \\ r \ \ . \ \'`,, \ 4 t" O -0 ��I \ r - ✓' A.r - ____. - --- INTENr OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH --_,, tf ' \ \ \c ^\\ „ �;s' \ %,__-_---- IRRIGATION DESIGNER AND PREPARE AS-BUILT PLANS SHOULD FIELD 7 _ . f•- \ \\ \ \ 2 2n \ \ \ \ \ \L \ \ C,�`` �1�- - -._- f _ _._ -._ _- - - MODIFICATIONS BE NECESSARY. r A SCVS - \ \ \ \� f 1 __._ / C ) ,\ \w \ 1 \\ \ \�\ \ \\ \ \\ ' � Y "~ 9.)VALVE KEY: CONTROLLER LETTER STATION NUMBR \ti ~. _ _- --- W �\ / \� _ \\ ,, \` \\ \ ''\�\\ \- - ~ \. � 4 _ --- ., / �, ,L - - -- VALVE SIZE GALLONS PER MINUTE ' �� W > > tom. \ \ \ �\ ` \ ---- --_-___ __ -- - ___ `- -__ / __ _ _ -� - t --___.-_--_---- ------ __ _ _ ___\ - ti ` -' - �`f `\ z , v - __ - _ -- _ _ . ` \ \ }i ` -� -A `` �- / J \ t 1 0*/ \ �/^ �� � � .__- � \\ I \ \ \ -� ` -. - _ - '' - gyp/ - C t- -.� - 0� �``1 ��- _---..__ \ A �,` v �- W - - -------------- _ _ L W ,r _ _ __ - J� \ ,; \ _ - - - - -_ ___------__------- j\313 $\\a 4 PIPE SIZING SCHEDULE. - tn -fit \ --� - _ -- -_ _ _ _- .� o� LSE o a, ~- _- - _. _ \ \ �-s--- - - __-- - -_ -- _-- 5 b R ��Rd i U__ _ _ /" \ - �,_ �, _ �._ _ GPM SIZE - P _ h_ -__ J o n____ _ _,.. _ _ V ' _ ` ' -_, W N - ------ --- V = - - - /�- \ `----___ --_ _ 'r _ � --% \\� �/�\-'\ 'P(/�,� 0 1 2" V) Z - --- - _''_ --- _ _ --- -__ _, - - _- �✓- _ .-_ J - - - _ _ - 6 , ■ _ \ �� ---______.____-_ of C 3-07 3-0$. ~ - , , ^� __ r'- , , ('�\1` \ `~ \✓ bIA -a __ w 2. 4„ �_ --__ 1 1 �_ _ _� __ \ Q �.,_ - n - _ - - - _- - j -. v' - -` v_ \� �� X 4, j'-- �\ �,r= ----- - i -=- -- - %;/� __f s 31}-40 1 1/2" ___ - `\ -------- __ - -•- __----__ 4 ---? - _--y --- ,-� _ \` - ��,_'_ 11 aw -ter -- J�J P, l ?���/S' \t.- --\` \ /" -- \ \\ "��.\ .71, --- -� - - - f r ` , �� •��. - v _. \ A _- -- ---- ---------- - ___ ____ __ 6 0 2 - `- v 1 1 _.--- p- ..■-r WW -ter _ �_ \ ; ! _ - 1\ ' f ` _ �l _%= ___ _ g �` - _ \ --- / - L - - - -•l / „ -.ter _ / .p \ /y-+�_%-'71s j :''/r `1 i �/ ,,�i---- '._. ✓ r/ T ,h `�-9G .r' , -'� _ -- / f ; l NOTE: MINIMUM PIPE SIZE TO EACH SPRINKLER / - _ _.-_,1-1 4 ,�-- " - _. __ \ � - \\ / -- - %' '` -� -� / , // <a SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET. VBaG -_--fir-. � """ __ -` \ ', / \ _, \\ - �!-�- i J J ` `- / ` _ _ `i �\ - _- - • - y +� saw a'• --- �---- i / ���- ` "_' - a - f -- _... ,_- , r ! \ / \ -�_-�C- -µ �- .- . _.\\ /t^-„? � \� /' _ - NOTE: __--� ' 1 vim, i._ ti _ - -_�, � ," ALL vr/\ ?/? __ '�7 v `' ., 1� �-- w % r- r av -�' C VLW D., THE CONTRACTOR SH i \ j¢' /' �`` �- ?� Y. \ 1 _ \ \ / _ J r a v / �_- -- /,- ,, v rL - f� /' --_ --- ---__--=��- - rr/'�c / %'" -' ` :�� NOT INSTALL ANY PLANT MATERIAL ;, _ \ \ ? \ l„ / , �, i _ v v - _ _____ �___ ,/ ✓ \ \ � / / ' t`-'�.\` lj .. _ \, / , / Z�,, \` .� f• \ \ � 'y \ I -!r \\ ` ?��,X `\�\ \ J' - // ./ \�'_'-�, '' t �r - �`-�' _...__„r.�__ J /'' n v ` y- V � ' \ ( 1 i \/ �- \\ ,s % ' �' %, \ ?. /,\! 7 - WITHIN 10 -0 OF THE EDGE OF THE L q l t1 - - _ ,/ ` - -- ' v \ ,, - ` /` ` y y v. S� � - . _ � t --/ / / / xFLOOD CONTROL CANAL. _ - jjjf/ -_- _ `� t I ` \`.,. \ _ r \ j 1 v ,� 1 `. i _/ v v �� ", i \�` c ✓ -__ �l r - \�� -- _ - - \ l l ,1 j J _., s '-- - l v--_ � �y v� - i v �- �� i` __ / / / I/ v, 0 20 40 60 N _ v 1 ` JI _�_- - A�v / � v, A l,r' �\ / � _, 1 _ v -_.<� �. ,, tv ,- __ v .' - ' - _ Hwy / / ,,' -__ I \ , - /fii■■ ■WW - -- - -- --�` \\.., �� / r \ \ �`� f '�C \ C\ = / Scale: 1 = 20-0 ■ ■ N""� ■ �, vv_�„ �,vy A v \�/lam p f'� -�'.. ;vvv /1, ; �\ \ ' v / -y v ��.. v y �- v i / j v �'' ■ ■ ` \ '� \ _ 1' - _*, \ \. \ \ \ ,, _ _: ,' /�� \ \ `.) \ % / r'' '/ /` ' -- KEY MAP (SEE SHEET L1.1 FOR SITE PLAN/SHEET LAYOUT) ``_ - y "I ti _ r/ - / / ��' \ \ �/ // '/ / ,/ r' r revisions: __ - _ -- _ T.S. r -- - __ -___ ___ < �� A v \ - __ \ \ / \ - o \ \ -11 , ./ ---,- �----- -\\� ____________- ------- __ �', ""', _,,_,, I___," C - - U04VxI311*1lI14I,1II1I-1M,1rI1I11a1)11111/a_01.iIIiIIFIf1I,I"-_-�00lNlWNWNo00;1i_,-i F�/-_,_t__Ilz/_--,_--'/__-u_--____._-'_--_,\--.__I/1_._-1-_----._-__/_.-__-,__.I,_%".-.-�_�1-._,'- __, v v �; \ - -4 - 1 \ 1 - , vv - / , // t -� �` / - 1 _ „ - - _ I - _ __ ` / - ___ \`} '� ' \ - - -_ \ r� -�i } / / p %` Per Plan r. --- - - r \ �' �- .�a.. ___- 1/ �' 1 issued for. \ 1 _ _- ___ r' �, I i �,; 1 t ��- /" - �%- - --__ _ ---- 3rd CVWD Review -----, ,_ \ � ' IR C� ---- -- r __ --_ THIS -_ _ - ' r - / y -- �� _ ` drawn by: -- - -__ ~--- �� ___ (. \ `� Team --_ --/�., -f-�_- \ ,,� ...�.'!. \.`,fr'`�``w----�. /{ �¢�\ �/v�0 r '/ -r`_~- �/ -- SHEET date: -"' _ ' -------'" �. --- 1 /'4, '- � 114, y SQ��` / / , �1--_/,' '% O 1/23/06 % _-. __ - , /, \ � \ '~_-A_- -' /' �O ��- st��" r • � / /, \ _, _�. drawing: _-_ _ 11-1 __- _ - \\ _ _ �,/ * 1� /� Z" CVWD SIGNATURE BLOCK Irrigation Plan _______ ti _ ,- �, 1, _ - -�, ,'-"_-�- Oti G �p -- - \" r a v ■- ~/ _ /%'1/ ''/-, _----- �J \ ` -- - '�/ ' /' ~_ \ ' /' These plans have been reviewed"by the Coachella Valley Water District in ME v E I V E L l ' \ / ry/ / - - - - - J/ , \\ �� _ - \ r' / / ,__ accords --- -- - / ~ ` t ~~~ / /, l--`- \ \ - ` ----- o hon with the loc vemL n or Co g i-Iti� 0 1 L - 6 sheet# /'%�, '--- \ / % / / � r r. _ / / / Section 65597 et segarequaing effic a Dtlandscape and mgat onle 10 3^ a ryr ^ ^ / r' - - - -I __..----- ti' !/ r �- / c o era' al o n a e c Ci oun \ `\ ; --- _-;" -- -_ \ r' ,Z �' / �' 'Approval of this drawing by CVWD Staff does not constitute approval to 1TY PF►L c;ER r , ` ; ___ / ` encroach into district and USER Rights-of-Way.Trees,plants,walls and \ -` / \ ,/.% ,�,. ____ -- J -- -- �/ \ \ ,r _- - permanent sfructures of any kind may not be planted or installed in CVWD /% --` -- .----___'t - ,/ ��.' / f,' -- -- f and USER easements or right-of-way without first obtaining an _ x ___ ---f_ --_.__ - , .�-'-__ ___- ---- �'' //, /--LL- .°''' /' ✓' � ,// f/f r � /'�------^--'^"___-__.-_.---'^ _✓_-^-_r_-1.---_--- encroachment permit from CVWD. / / ___ 4 of 13 Date: Water Management Supervisor ■ ■ Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. I 1 1 l t \ \ ,•- f / --= - /s - _ yNw- , __..-_ — -- ________ -- ___ - _ _ - ---. // // l - ///J//rj ' ` / - --_ 1 - - ��.,- - -- - __ - ��� �`\ � Irri atlon the ule •- --- _- -/ _ 1 r - - �., � __ - r � - _ Cn AT SHRUBS: RAIN BIRD SHRUB EMITTER MODEL#PFR FR 4 . \ -.....�-----------. - HIGH SIDE)- - `� S U O A2 � ,:: ---". ' f � .-_ ` - _� WITH ONE XB-IOPC-1032 EMITTER(LOCATE ON DE) l it . 1" 8 , \ , "'-"--' '' '" �/' ----_---..- .-- I NOT SHOWN 1.0 GPH @ 20 PSI PER SHRUB 1 r • _ _ _ -- f '~ e \ IP ) / \ `,, , � `� 1. - - - Y - - \ti �. �� - '' ,..- \ AT TREES: RAM BIRD TREE EMITTER MODEL#PFR TRIANGULAR AO 'ir /1 \\♦ 01- 9 , \ _1'- 7-N ,--•'' --- �, �, l .'`�� �--~-- .-- -----� J� �� .. \ WITH THREE XB-IOPC-1032 EMITTERS(LOCATE IN TRIANGULAR \\ c a -_.- �I `.-.. `. J ^^---- -- , �1f,P \ PATTERN AROUND TREE(2 ON HIGH SIDE)PER TREE. �") \ \�\� �_,, `\ \ ---^`. - � \ ,., --_ _" - ---- (NOT SHOWN)(6.0 GPH 20 PSI PER TREE) I 11 \ "i ) \ . 'X ` / _ -- .. oo _._ j U -^-- -. -- -(NOT SHOWN)(1.0 GPM®30 PSI PER PALM) o lqr �` �?�,,, \ ` , o t ON rl�`" `\ \ ( ---_-��' `\,\ - 1- � r \ ~�1- -._ - ---- _�'_\ \ 0 PEB-SERIES RAIN BIRD ELECTRIC VALVE FOR PALM TREES Y q . ~_ / _ _ _ ,�\`�, _ _-_ __ . s �� �\ \` r_ -- .`� / ) �__ .''' •i' _ --z_---______ ~� \� ® PESB-SERIES RAN BIRD ELECTRIC VALVE FOR EMITTER SYSTEM U �O O _ _ _ _ _ _ _ _- _ %---� ~. - ` --- `, INCLUDES:RBY-200MX RAIN BIRD WYE STRAINER(200 MESH) ,3 b -. A ` ` _. I �,- \ \ • l _ - _ AND:PSI M30X-075 RAIN BIRD PRESSURE REGULATOR(PRESET AT 30 P r . I", `-1 I `- \\ \ \� . �`' --1.. r - �_ - -/ r ` - \ �` Q RME36EG B RAIN MASTER WALL MOUNT ELECTRIC CONTROLLER JET-BASED) b & _ \ \11 �\ - !_-.. �. __1 .- ', \, \ e 975-XL-SERIES WILKINS REDUCED PRESSURE BACKFLOW PREVENTER 1 q • I ----- I----- - � l- � o d o _,' IQ � ,`., \\` \ \. \ --------"I--/ ___ - �- -,'-__-i _, I '--_ ___.____.______._,_'1_ -_ - �1 � \ \' i- ■ 33DRC RAIN BIRD QUICK-COUPLER VALVE-TAN VALVE BOX IN DG •�. b n o 4 ,� v v,\ \ % - ��' ,_ 0 -0 .__ A \���� �\ y T-113 tRR NIBCO MAIN LINE ISOLATION FULL PORT BALL VALVE g q � _ , „-' Z \ �` \ / -.___ i r11 - _- -- \ MHT 3/4 -MANUAL DRIP S C %) o 1 11 ' \ ,'\. / \ ` �'^�__ /_ - ..• ; \ \ ® - N AL I FLUSH E W o b • / - i - ' \\ / \, / J _-- �� -� - / %/ ` 1 \ ` \ \ - CLASS 200 PVC PIPE-MAIN UNE. SOLVENT WELD. '^' " � Q, ( � ��,. 7 / \ ,\ _ > til t\\ `�- / - - , _ _ _:�� _ � f� ,C�f t t 1 2. .,`' �... � �i � Ill 1* tzj . l ,\\,- \ \N \\ T� i �� i=- %l r/ 'c- ___ I = i.i _ `.-_ _/ /•� /''' U /f \ \ \ /7'CLASS 315 C PIPE-TO EMITTERS. SOLVENT WELD. -...- _, v \t \ / -� -- 7'� /l � � * ( ---- CLASS 200 PVC PIPE-BUBBLER LATERALS SOLVENT WELD / \ \ `�\ \' \ / �-.- �' �" ' Li 7 ~" MULE 40 PVC SLEEVING MATERIAL �_ 1 ,_____..1' _ CH 14) - • "�� A \ �, - A :�\ �. � ( I I - -, ` i�% � \ TWO TIMES THE SIZE OF LINE SIZE/ \ `� _ \\`� � \ V \ V //' 1 :1 � \ \ \ _ ` \ --- - - �'- """,^".i -' `/ �� ` / � \ \`� \� `, ~�` 2.)METER SIZE IS BASED UPON 40 GPM PER PLANTED ACRE. _ _ _ - - \ _ \ \ L M I "C _! _ '� w '� ■ ` `� , < �, _�_ I T OF ON RUCTI " . _" <�`_- -- l y _� v ; �� -------- �.. A � � \v � , 1, �,�-.�`-�.,� ��� � ,,� ON�_�---�' ____-•;�' �.- '; -- /� J v �1� V,`��v�A `v- �-' 3.)ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN SCHEDULE � ------ ._..-- ' \ \ �, \` ` �_ '- / _ \ l .� >>\ \\ `. C\ \ \.\` c. y - l 40 PVC SLEEVES,WHETHER OR NOT SHOWN. INSTALL WIRE SLEEVES 11" , �,\" , \ _,� 11�� V ` V A ,, , �'_ ..._ ---- _ "*'�.. -s"a_r,� _ w / / 1 / 1 Avg v •v ■ \ -'--` _ - _ � 1- /"Ill i i-----}- -. / \\\\ Sl' \ ` �v�1 / ADJACENT TO PIPE SLEEVES AS SHOWN ON PLANS. \ * i A / /� �► -- =-_ -,� \, �, 4.)OPERATE BUBBLERS AS REQUIRED;DRIP APPROXIMATELY 2 HOURS _.__---._—.._._ - � � \ �\ \ \..,v.. � ) `�- !1Rf� •� ?7�.��, �" � ����- %`%�//' �jOC) \ 'v `" t � � PER CYCLE,3TIMESPERWEEK. ■ v / „, �z ---_- _~\.�__. S SHALL BE SETBACK /j \ v�., _ Av ` \ NOTE: ROTOR LOCATE VALVE BOXES IN PLANTER AREAS. TAN COLOR. - - ��` ` \�` v \ 5.)L _ ,� �'� i i�v \ . v ■ I A �— —�_� - _ :�:��= . / ��,. _- - �� 4-0 MINIMUM FROM CURBS, 'SP k \ __. - -/ /! /' .\ \\:� \ 6. CONTRACTOR SHALL PROVIDE THREE#33K QUICK-COUPLER KEYS ' _ _ r \ '' `" � ,J � \ �\ ? � ��-------- _- _ ���:IN��.:,`� � ��f��."'�--`�-.~�_�^.'"'� � `\` \�� ,'\,:�� \`\ SIDEWALK AND HARDSCAPE. )W/HOSESWIVE�s. � �%► \ _� - , _ . ' \ \\ ____._ _ LL COMPLETE THE FOLLOWING PRIOR TO flNAL - _ - --� (I \ V \ V / ��� �/ � ' /� t / ,�„� \ '\� `����� \VA A\ w` � 11 )WAOLK WALK-THROUGH: '� -) , , _ T / / - ' t \`' \ / I V _ _�;,,-.;-, \I \\�\ \ ' \ \\ '` A.CONSTRUCTION RECORD(AS BUILT)DRAWINGS. • • \\` \ \\\ r B.CONTROLLER DATA SHEETS,INCLUDING IN DIGITAL FORMAT. / ___.__ A��\\, , \A l _______________� F/ \ \ �� � `' yv A` _.- ____1 .� / � \�\ , } 1 8.)THESE IRRIGATION CONSTRUCTION DOCUMIENTS•INCLUDING ALL PLANS,\,, -_ \ \ \4i v'v - -.. ,\ f ---- � NOi65,DETAILS,AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE Gh �. \\ ` l INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR �__ _ t \ V vv I _ / / / ,� v v\ \ _J� ti I r ��; �� I \ CAI' ._ u \ \ \ "` \ / i j l f �2'� r� \� / \\ ®! /�b O/ kJ � �"1\� \.% DESIGN INTENT. THEREFORE ALL IRRIGATION ELEMENTS GRAPHICALLY ■ ■ Ir �- } - `� \\V V `\� l \ \ J/�� Y �`.G� ��i I. _ -,, -.•y - `V A A ' REPRESENTED IN THESE CONSTRUCTION DOCUMENTS ARE SCHEMATIC. • \ \ \ I' j 7�-' , ' ' �s \ \ \ \\� \ - - - \ / I l \_ ` f �` `\, _\ �-- !\ \� \ �_._ =' FIELD MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN _ -. . \\ \ \ 1\\ ' ..-'i \�\\ ,�i \ \\ `/ >� ��Q{/O \I i - ` \ .�t� \ t\- • INTENT OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH y\ X J / - _-_ �. `�A \ I > ✓ ; �/®, �, �'�, \__�-\ �V �w ` \ IRRIGATION DESIGNER AND PREPARE AS BUILT PLANS SHOULD FIELD • ______1__,_ --` i \ I f �_ \ \ �J OT��r7p j'� e �~ ~ \ \\� \\ MODIFICATIONS BE NECESSARY. __ / A_� /�} �j�� v A) - V A_ �� �r, ice' ��v � � �A \� VALVE KEY CONTROLLER STATION NUMBER \��A v \ '/ rJ - C / �A vv� ��� +i{� � � `� v - ti � t__- ��� \ / 9.)V RLETTER 11j, �} \ _ - 1 \ �_ / A \ ! ' A \` \ , ,, \ \ O/C/,O© �1y�� \-�- ` ,,, � \�I � � / VALVE SIZE GALLONS PER MINUTE �-�� " 1 Av �C '�'�''11 �' - v �\ `` V A __- v �,� ; I3 0 v (j � �. 1N ♦ - ' �r T \ ', — \ \ /I I / , I ( r, v r 0 \ \ / — / , 7V /I / // I / ( � N "I I i ♦ - \ \ 11 , ,/ / \ \ % f a: k 1`, II-," / 41,J I � �� i� \ <' ,�/i ® I a/ \ \ ��5�' � ♦ v, o._ nv7, 0 11 ` \` /� ' - � r �° ► \ //1, \ \ E SIZING SCHEDULE: v r- PIP — 06/-I _x, )', / " \ 11 --\-- , \\ - �,"\,. # "i ,\' __ \ -1"11-1 -�-- ,-----.-,- / / 1�� \ Ill ' I -t �� v�A v •�/ / \ ,\ �p � , , - -17* / I) 'x \L, \,\, 4f*,�Hl— 11 - , N_\ ...-X \ It / . \ \ \- / ___,P / / \ I ,\ ♦ G M SIZE W � / \ ( w ( i % \\ \t y '�` O��� fib' 44BFTDV��AD 11 O' �-q�'C)/,T , �„_: �,,,. �� ���'mil/j �� �� — ,��G�/ �/l �`�y� v l O 1 / �, 4 �P /r, -1/ X ,p �P 0,� �— \ - / �, � / � ' 6-10 3/4 r \ \ / �, rry�,- ti co oyo �Tq ���, W �'Fi � c \ �� - f �� \ -- " , `'` \--" \ bjA 1 // ♦ \�` 1t \\\�\ \ \ \ \��/P � C �� /�j V. ��t�.6SA /1� \ -.___ i lam.'" - . /`.\\\\ I l \ \J ,,� 1 OL _1 �// i.�` /( r J ♦ \\ v A ��\ 7 \ V `��V'�// `fty �F� �lC* Ii� '`f `�� F� `sI �Q ��� '\ // �� ■ � l f y vv �, . ♦ �v v�v� v" v y 1 �4( 4& � �� �,�,, �; y eti - o �� \) �_x �I y p S/ F� �- `�, 11 2'' �, / ■ /11 , / I + 31�40 1-1/2 O � -+. / / -, -- L // � ,__-1, -i *� _� 4 L ��, �__ � � �.���a �. 41-60 2 �� W U -----*-- lix - - , a 61 90 2 ■ _ _ _ - --. ' ` \ _-^ �\ p z - v v a v ��w� ��,� v I v �t \ J �\ \ ' \ �O / i �v t - -- v v -_ _ _ I ■ i ��� �� -- __, ,� �_ _ .., v �.,,, '� f,� �'�� � .�.�� .. �� ._ _ _ -- ��ii �/. 1j __----;� �i' NOTE: MINIMUM PIPE SIZE TO EACH SPRINKLER Ill1-- -- �-.._� ar - - - / __ `,, ifl ■ /1 \ f - --- f , � � \ -_------_--_� \\� � ". '� \, ��c �G9 =_ \�,::j� --�_-��j =S =;,t '��,._ ___1'i / SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET. ■ / .—i _ _ i ■ v �� - f J 1 t �f X. ' /� ``\ \ \ - \�. U. . v / .G- .J _\ W - , -- _ --- -.--------__. ---- „_ . _ _ — ==� �L O ■ `-- � \ \ { 1 ) \\ 1 \\ ��,.,,,..�,, \ � �, O^,F �,� , -- — -- �-\\\ \,\.\ PER C.VaW.D., THE CONTRACTOR SHALL O U ■ / _ \ \ / \�_�' - — �� ! �/ __,/\----'" _ v\- \ \y7 ,il� '�' 6 �' - -- NOT INSTALL ANY PLANT MATERIAL iiiiiiiiiiiiiiiiismil `,` '„- �` , `�' �`�` �~ s �� _____STONE EAGLE D RIVE --. - - WITHIN 10'-0" OF THE EDGE OF THE __ _- . Z �, Z ■ 1� / / � \ \�, I _N --_�_ \ --_- r --y__ , . ..- =-- �, `, '��, '��-`�? ,, / IIIIIIIIIIIIIIIII FLOOD CONTROL CANAL. 4( Y% / _ " I \ \ _ -. - -------- -- U N \\ 4J, \ \ O \ \ \ 1-i \ I \� ��. , ./ ---. ,__� ---_ \ \ / \ \ I '1____, 1R__1 \ \_�� r .,i 04 ■ / �, _—.__//, J % _ -,c ___-_ v vv v` �_ �� ;i _� ,r `-� ,�� ) / Ay yv`v v - v '�/ v :::D �� H N -�_�-._ > / _ / _ _ 20 40 60 Uj O - - _ - _ -- _ -- _ F. � __.,^- ._ _ ��^- _.. _.r. '--_2l _ _- __ _ - _..._\\ - --_ _.- - - ,� / r 1}_------ c.-::7 r �--J IIIIIIIIIIII WE ■ ~~- _- - 0 - ``_ __ �' arc,-�-�- .-�. �_ \ \ ---- �- �/ Scale: l rr ,�, - - - - .,�' -- �-- �-- �- � to oc - __ _ _ _- ---- _, _ _ ■ I W O ■ ----- _-��-__� .__ �-_- —_ ■ _ - - v ___ KEY MAP (SEE SHEET Ll.l FOR SITE PLAN/SHEET LAYOUT) W ■ ! 1-06 1-05 revisions: OC I 1 I. 1" 2. r' W NJS. I I z --- ���*� �� __-._..__III!- II � -� , __. w�,� - _ _ 11,\ �� /l vvvv _ LIMIT �— CTION W - - "---� — -° "� ",` LRC007 `_, OF CONSTRU� -■ U � A l \ `\ '� '-\ `� _, �f � %'�' scale: v '� / /,X l Per Plan ` \ ~`. - Q j w `\ �, issued for. ,_1\1 * - . 3rd CVWD Review -- - - _.........__--.. ____ _ -_ - -_... _._._ .._ �_ THIS drawn by: -- ------ -- 11- \ \ - __ - --- - ------ -- - - `\ \� C.V.W.D. CANAL--,, ___._____ -.- _-_-- � 1 , Team { \ � - -- I /t SHEET 01/23/06 \\1\ \ ( \ \ ``'`1 drawing: // ",.., CVWD SIGNATURE BLOCK Irri ation Plan y -- s�--1.__ - \ - \'C�'__._. ..___7 ___1 '11 p__.�..-U-x--_Z;_...--... _. -. r —..— -.-._._._--..- anac --�.. ..\�",—'__--�`_7----- --..__.--r.-..- tl *,r 111 mmc -------.... arec __.�.._...--.�-r f.---_.— _.----.-... - ...._ IRY ■ ■ ■ ■ ■ ■ ■■ --- -- _ _--- — _ � -_ -.. "�-•�,- These plans have been reviewed*by the Coachella Valley Water District'n O � '"' accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, -` -` -- --- I ■ ■ ■■■ ■■■ ■ `- Section 65597 et seq.requiring efficient landscape and irrigation design in - -- _:_ w -.. __-. _- --- __ �. - - -_ 2 E r g ■ Ij - —----�-_-_-r,- ��f■ ■_■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■/` �` ■ ( Ls� _T sheet# __ _-� _� _. _____ __. �,!_!!■ ►� . LIMIT OF CONSTRUCTION-_ -_ __ -- --- _ 1" S2 1„ 2 _ - -- A �- 4 + cooperation with the local governing agency(City or County). ,�� _ _ _ �■ � — 110 ' '' - *wmmmm ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ""�2-2"SLVS 1-1/4" 'Approval of this drawing by CVWD Staff does not constitute approval to `_ ,-- .y...__ -� = �'-- —— -ems,,.___--z.-�_ . _'-- J� _� ..� ,A ��'i =-- .ar :s -_n r:� - _ - - - _■ ■ ■ _ = .� -__ .. —1—� -- _ RtM—_ mom �� — 4Y encroach Into district and BR Rights-of-Way.-_ ___ -__- _�_ l -_-- US Trees, ants,walk and r�___ -__�_ _ -- ---- -_T - - �! `V-i_� -__ _ �` --__._ _-_ _____ate -----�_;_;�� -_-___��- _ -��-:---�24 '�Tn--,• permanent structures of any kind may not be planted or installed in CVWD - - _ _ ----_ ____ -- - _ - -�-r ---- ___..._._ _ -._- _�--.._--,:�.� --- - ��� ----� - - __ __ _ _ --�,.._�__-__ - _ �_- - --- ---_ - ----= - - - - and USBR easements orri ht-of-wa without first obtaining an L4 ,02 `--_ . _`=-11_•;-- _- _-- �"a-4-- . _- `�� _ .-_—_--.-.._ - - — _------ :-_- -----~�-=�__.,..�- _ -- _ 9 Y 9 - _ - +._ _ - _...- _ _ __ __---" _ --- __ - _ - - ---- _�� �.____ -_--_ _ �.-- _-- __._ _ -- _- -- --- e permit from CVWD. t _ ----- - - -.-_--�_ _:=_ ___-" ------_.-__- -- --- - - -- _� -- f 13 _-� -- - �� _________�. -____ _- _--- -- ____ ___ - _ _ _ -- - ~ --- 4 __ _ Date: --- �1 �\ 0 -__. �z /z�/ _ _� _ _ - � :■�_> ■ f■ ■ -a ii:W4:�->!1•-■-m-it�7��--0 We-■ _ -�-` - ■-� it_-■t � ■■ �■ f■�>r f N- >>�_ -/TI<�'-' �1♦' 'f�-■_ ■ ■In■./ ■ ■ ■ ■ ■1ff■ ■�� ■ 4-wo-■-'■:■ yZ,- Water Management Supervisor Development Service Supervisor ■ coav►Ishf 10 2DO3 by ■ Greey I Pickett Professional Corp. IRRIGATION MASTER PLAN tUJ 00 Q t .......... ..... ao CL.......... tCL tt %3 Q.........ItI ........... 00 .......... M 01 ...........ItIiJr_ t7 t> ........................ I . . .................. ............ 01............ 0 FIC3.......... y IIle,tV,. tIIII -7 I14 itIit > T ................ con UJ ........... ........NOT t1 REFER TO IRRIGATION SHE R 40 L4.1 THROUGH L462 FOR FURTHE FINFORMATION AND SCHEMATIC y r ENLARG EMENT ........... ...........> IttN OTE:PER C V W D THE CONTRACTOR SHALL NOT INSTALL ANY PLANT MATERIAL ................................ ........................IWITHIN 10'-O!' OF THE EDGE OF THE ............ IFLOOD CONTROL CANAL. t ............ ...t........... fK� MAP (SEE SHEET L1.1 FOR SITE PLAN SHEET LAYOUT) Islons: rev INJ.S. .............. ........................ A tA tproject#LRC007 scale: Per Plan issued for ........... 3rd CVWD Review .......... drawn by: ........... itz I Te am Idate:07/23/06 V1_ drawing 7. itNA CVWD ,SIGNATURE BLOCK tion Master Plan Y Z,,06 These plans have been reviewed*by the Coachella Valley Water DistmHcAlp,accordo nce with Water Code Vile 7,Division 1,Chapter 3,Article 10.3, NPAR Section 65597 et seq.requiring efficient landscape and Wgation design in sheet# tion with the local governing agency(City or County). coopera X *Approval of this drawing by CVWD Staff does not constitute approvd to en -of-Way.Trees,plants,walls and tcroach into district and USSR Rights permanent structures of any Jdnd may not be planted or installed in CVWD an d USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. .. ......... 8 f 13 tDate: or 0 100 200 300 Water Management Supervis IDevelopment Service Supervisor Copydght 0 2M3 by Greey I Pickett Professiond Corp. C O) ' N 2-12'LODGEPOLE STAKES POSITION STAKES TO LJJ o r SHRUB SHRUB AVOID RUBBING w bo BRANCHES AND PIERCING E , N ROOT BALL 1 y a (AS PER SPECS) SLOPE �.J a+ O 10CINCH TIES OR EQUAL b N SWALE b t3 ROOTBALL ROOTBALL a r a - NATIVE SOIL BACKFILL t - NATIVE SOIL BACKFILL b o (AS PER SPECS) :- � ` :: � �._=. - (AS PER SPECS) ROOT BALL 1 I_:_ w v Jim NATIVE SOIL BACKFILL € = w _ ROOTBALL 00 1` r SPECS) - g j( --so �.. .1 F,_. } : �;; ( I _ — ? j — __ _ _ MIX (AS PER :. 1. !. r.. r!1L! �. . UNDISTURBED SUBGRADE -J .m-. �,_ UNDISTURBED SUBGRADE r � __�,-�-„-r,_._.._-. ,. ,...._... __ xi.', ,x--._:.- IT"- ... T�-_--� T _. •,, rr -rrd_ _.-',, BACKFILL r_ _ _.3 ! UNDISTURBED It � 7 i �# 1� F� � ,� �� SEE SPEC. W W I _.W �, I m. "/ �� ' HARDPAN/CALICHE Ct i- , SUBGRADE r" ' I € I�,} ' W � .... �_ (I I;!(} j LAYER E `� - c `- r 3W 3W ,'f a+ =e! - 8" DIA. BY 5-9' 3W AUGER DUG WELL L- I FILL W/ 1-1/2"DIA. FJ CRUSHED ROCK Shrub PlantingDetial Shrub Plantingon Slope Tree PlantingDetail Hard Pan PlantingDetail 1 Scale: N.T.S. 2 Scale: N.T.S. 3 Scale: N.T.S. 4 Scale: N.T.S. SUNMURE • ' Kr1Vi,WHL llKll; � • 1-2 6 CAL�E�\P BARREL CACTUS / CACTUS OCOTILLO BOULDER LEGEND: r� 4 Size of boulder Quantity Quantity Quantity Quantity �'r �- � -� � ROOT ZONE ' '�;I . •-�?�� ROOT ZONE 8 tons 2 1 �, NATIVE SOIL _ € - NATIVE SOIL 6 tons 4 2 1 .� BACKFILL T� ��— BACKFILL :` 5tons 6 4 2 ROOTZONE 4 tons 8 5 3O _ I ! l - UNDISTURBED SUBGRADE = I ( UNDISTURBED SUBGRADE - II � I I - V — � � � _ 3 tons 12 6 4 3 lfl....__ T(1'_ - I NATIVE SOIL 2 BACKFILL tons 10 12 8 10 23E UNDISTURBED HOLE SUBGRADE 1 ton 9 17 11 12 1/2 ton 16 1 24 16 18 06 NOTE: NOTE: .3H MAINTAIN ORIGINAL ORIENTATION TO SUN MAINTAIN ORIGINAL ORIENTATION TO SUN Total tonnage 1 175 1 125 1 75 50 Cactus PlantingDetail PricklyPear PlantingDetail Ocotillo PlantingDetail Zones E2 E4, E9, E8 E11 E1, E7, E10 � 5 Scale: N.T.S. 6 Scale: N.T.S. 7 Scale: N.T.S. E12, E13 C CL � O o - PLANTING PALETTE NOTE: w V This project will adhere to the requirement of the "Enhanced Coachella Valley Palette" as outlined in 'The Reserve Landscaping and Habitat Creation Desert pavement Program" dated October 13,1997, with the exception of the 0.05 acres of wetland/drainage denoted on the plan, which will adhere to the "Desert ALL BOULDERS TO BE SURFACE SELECT, FREE FROM SCARS, Riparian Woodland" requirements as set forth in the Mitigation Monitoring Proposal and EIR, prepared by LSA. ^ CHIPS AND ABRASIONS. LANDSCAPE CONTRACTOR TO TREAT ALL DEFECTS WITH 'EONITE'TO PROVIDE A WEATHERED, ENHANCED COACHELLA VALLEY - - -- NATURAL APPEARANCE. i- -� -il "N, i ! � B This plant palette is comprised of a minimum of 80% Coachella Valley native species and a maximum of 20% Southwestern Desert species. This 1=-I 1'- -) ( (- I(I ( IDEPRESS BOULDER MASS 1/3 BELOW GRADE AS SHOWN.! -1' I I—)((-111- palette will be Installed on smaller pockets of land which include the narrow strips of land between the golf course and homes and the areas around —"' € -III. Subgrade and between homes. Care will always be taken to ensure that animal corridors and habitat spaces are planted with the correct planting. This Note: activity will be monitored by the project biologist. Monitoring will include the use of line-intercept surveys to ensure that the specified plant cover All materials for desert paving shall be taken from on-site ��-- stockpile areas as directed by landscape architect. SELECT SURFACE ratios are met. Desert paving shall be scattered over all disturbed soil surfaces GRANITE �m ' ---- BOULDER g. in an uneven layer 1/4 to I"max. depth. See specifications - DESERT RIPARIAN WOODLAND for additional information. M "Desert Riparian Woodland will be enhanced along the small drainage channel on the west side of the property. This channel will largely be Size of desert pavement material shall include a mix of granular - 4 avoided by the development: however, minor grading will be necessary to enlarge and enhance the habitat potential. Exotic species (e.g., stones up to s'diameter rocks. see specifications.% Z tamarisk) will be removed from the area and will be replaced with native plants. About 0.2 acres of rip arian wetlands will be created or enhanced. A typical natural soil surface area shall be flagged b the Owner's SUBGRADE representative for review by the contractor prior to starting work. f 4: The riparian community will be buffered from adjacent developed areas by desert dry wash/transitional habitat. This buffer area will provide additional habitat, and will help screen the wetland areas from human activities. Desert Pavement Surfacing Boulder Detail Revegetatlon will Involve q combination of container plantings and cuttings. The planting method may vary depending on availability of stock or Scale: N.T.S. 9 Scale: N.T.S. recommendations from the Project Biologist / Restoration Specialist. Trees and shrubs will be planted in clumps or scattered throughout the habitat zone, depending on the species. As this community is relatively dense, with well developed canopy and understory strata, the goal for the total revisions: cover at the end of the monitoring period (five years) is 70 percent' 0 LANDSCAPE GOALS FOR "STONE EAGLE" ct#: proje LRC007 The planting concept for Stone Eagle focuses on the creation of natural habitat by using the Coachella Valley Plant Palette in all major open spaces sN/A on-site. The concept also includes all areas in the habitat mitigation plan which combines with the Enhanced Coachella Valley Plant Palette, in other limited areas on-site, resulting in the creation of viable wildlife habitat within the borders of Stone Eagle. This high quality habitat on-site, is issued for expected to provide stable and productive wildlife habitat in perpetuity. f �3rd CVWD Review drawn by: Team date: in F Ks Dip? 01/23/06 c et C drawing: CVWD SIGNATURE BLOCK Planting Details These plans have been reviewed*by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, Section 65597 et seq.requiring efficient landscape and irrigation design in sheet# cooperation with the local governing agency(City or County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants,walls and permanent structures of any kind may not be planted or installed in CVWD L5 . I and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 9 of 13 Date: Water Management Supervisor Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. C H FINISH GRADE MAIN LINE, LATERAL, LATERAL & WIRE SUB-MAIN PIPING VALVE BOX (10" PIT) QUICK 2" DECOMPOSED GRANITE t, „ 18, 2r, 12' FINAL BACKFILL LU j 0 0 FINISHED GRADE TAN COLOR COUPLER „ 2 ,2 COVER � VALVE 6 VALVE PIT 2k ' " PLASTIC VALVE PIT AND 2rr y 0 o COVER - 10" ROUND PVC STAINLESS STL TAN COLOR 2„ BEDDING U �, n STREET ELL U-CLAMP (2) b N 00 FINISHED GRAD & T E 2" 2„ 24-VOLT WIRE n 4. NOTE: o COMPACT SOIL AROUND VALVE PVC SCHEDULE 3/4" HOSE THREAD M 2" W I b 4. o „ o PIT ASSEMBLY TO SAME DENSITY 80 NIPPLE END CAP FOR FLUSHING MIN ® EXCAVATED MATERIAL AS UNDISTURBED ADJACENT SOIL PVC TEE OR ELL (LENGTH AS PVC ADAPTER -SLIPxMHT t2„ LATERAL PIPING W w o o 18" PVC LATERAL REQUIRED) a PVC MAIN LINE 0 BEDDING AND COVER MATERIAL p� 1/8"X 1"ANGLE STEEL REBAR STAKE NOTES IRON--24" LONG SECURE TO STAKE INL 120-VOLT CONTROL WIRE �6 PVC PIPE EXTENSION NOTE: ALL PIPE TO BE INSTALLED PER (LENGTH AS REQ'D.) 1. EACH QUICK COUPLER SHALL BE IN A SEPARATE 2 PLACES - MINIMUM DRIP LATERAL BACK INDICATOR OR COMPUTER MANUFACTURER'S SPECIFICATIONS CABLE WIRING PLASTIC PIPE TO BE "SNAKED" VALVE BOX 6" RND. PERFORATED PIPE TAPE & BUNDLE EVERY 10', c, 2. PROVIDE (1) QUICK COUPLER KEY FOR EACH SIX QUICK EXTENSION W/CUT-OUT TO PROVIDE LOOSE 20" LOOP AT ALL IN TRENCHES COUPLER VALVES. ACCEPT LATERAL CHANGES OF DIRECTION OVER 300 � MAIN SUPPLY LINE 3. PLACE 4"-6" DEPTH PEA GRAVEL UNDER VALVE BOX. NOTE: APPROVED "ELECTRICAL POWER WIRES BELOW" WARNING TAPE FULL-PORT 4. QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER 3/4" GRAVEL SUMP 4' DEPTH SHALL BE INSTALLED 12" ABOVE ALL POWER WIRING IN TRENCHES BALL VALVE s�4P BALL VALVE ASSEMBLY QUICK-COUPLER VALVE IN BOX DRIP SYSTEM FLUSH PLUG TRENCHING DETAIL ° F� 1 4 1/2 1-2 NOTE: ELBOW AT TOP OF RISER SHALL BE CPVC MATERIAL. �P 1 . STRIP ENDS OF WIRE 1. USE SOLVENT RECOMMENDED BY MANUFACTURER. CAL%F WIDTH LENGTH 12"x18" PLASTIC VALVE BOX w/TAN COLORED LOCKING COVER, 6"C R.L MARKED "IRRIGATION CONTROL VALVE", AND VALVE SEQUENCE PAINTED WELD MESH TO ON TOP, OR METAL ENGRAVED TAGS WITH METAL TIES PIPE,ANGLE IRON AND STEEL STRAP 2. SECURE WIRES INTO WIRE NUT 2. CONNECT WIRES BY CRIMPING AND PER DETAIL: TO BE MOUNTED TO QUICK COUPLER VALVE (INSTALL 1/7'NO.13 FLATTENED WATERPROOFING— DIAMOND OUTSIDE BOX) SSTEE PATTERN MESH 1-1/4"STD.WT. 3. INSERT WIRE NUT A-53 E.W.BILK.STL.PIPE INTO CAPSULE ELECTRIC REMOTE CONTROL VALVE a) WITH PRESSURE REGULATION IF SPECIFIED FULL-PORT BRASS = NOTE: LE VALVE WITH ALL WELDED AREAS SHALL N Q FINISHED GRADE STAINLESS STEEL HANDLE WELD 4"STL BEA MINIMUM OF 1/4" U . HINGES(2)ON BEAD EVERY 4' N III PVC SCH. 80 450 ELL GS-3&GS-4 0 CLASS 200 PVC — 00 9 o 12-04O COMMON WIRE CPVC SCH. 80 900 ELL (SxS) , •� i a ,► • e � 06 TO OTHER � VALVE ON DRILL 2 GS ( ) -1 -17'GS-1-2-3 V) 3. 4, 5. CONTROLLER HOLES AS NOTED 6 DRILL 2-5/16"HOLES Q EACH SIDE.BRACKETS GS-2-16" TO CONTROLLER GS-2 EACH END GS-1 EACH END GS 4 CAN BE LOCATED ON ' CONTROL WIRE GS 3 ONE END ONLY 9' SIDES OR ENDS AND GS-3 4" "--4 OPP.HINGED END SECURED WITH TAMPER GS-3.5 SAME AS GS-2H PROOF BOLTS GS 4 4" TO SPRINKLERS NOTE: USE TEFLON TAPE GS-4 SAME AS GS-2H w 6" PEA GRAVEL BASE ON ALL THREADED STD. WEIGHT (� �+— IIIIII SCH. 80 T.O.E. NIPPLE SCH. 80 NIPPLE FITTINGS NOTE: SIZES CENTERLINE DIMENSIONS GS CGS O IIIIII AFTER ALL WELDING, ENTIRE UNIT SHALL GS-.5 'I 'W x 18"H x 12"L LIFT OFF U IT 35 30 0 >1 0000 O SCH. 80 T.O.E. NIPPLE BE PROCESSED WITH IRON GS-1 1 "W x 24"H x 24"1 LIFT OFF U IT 40 34 � r=, MAIN SUPPLY LINE PHOSPHATE PRETREATMENT. GS-2 1 "W x 24"H x 32"1 LIFTOFF U IT 45 40 �� LL.I V ELECTROSTATIC APPLICATION OF POWDER SHALL GS-3 1 "W x 24"H x 421 HINGED U IT 51 46 4. PUSH WIRE NUT TO BOTTOM OF CAPSULE BE FUSION BONDED-PRS-8-4004-C (BEIGE) OR CGS-3.5 2"W x 30"H x 42"L HINGED NIT N/A 55 PRS-8-4003-C (LEAF GREEN) OR APPROVED EQUAL. GS-4 1 "W x 30"H x 481 HINGED U IT 67 60 5. CLOSE COVER OF CAPSULE, SEPARATING WIRES INTO CHANNELS WHERE QCV IS LOCATED REMOTE ALL UNITS ALSO AVAILABLE IN 304 S.S. NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS" FROM VALVE BOX, THE DISCHARGE MAIN LINE FITTING - CAST OR DUCTILE IRON SERVICE GS-3.5 AVAILABLE IN 304 S.S.ONLY. NOTE: (SCH). 80 NIPPLE SHALL BE T.O.E. TEE, OR TAPT COUPLING (3 AND LARGER), GS= POWDER COATED STEEL GUARD SHACK AND PIPE INSTALLED TO Q.C. OTHERWISE PVC SCH. 80. ALL BOLTS FOR HINGES AND HASPS SHALL BE ZINC PLATED TAMPER PROOF, EXCEPTION-USE CGS=STAINLESS STEEL COAST GUARD SHACK SS HARDWARE FOR SS UNITS. W/SAND BLASTED SATIN FINISH , , bk s y DIRECT-BURY WIRE SPLICE REMOTE CONTROL VALVE ASSEMBLY ACKFLOW PREVENTER ENCLOSURE ` 5 6 ' $ # FULL-PORT , BRONZE BALL VALVE PRESET PRESSURE PLANT CENTERLINE FINISHED GRADE REGULATOR THREADED ADAPTERS EMITTER SHALL BE INSTALLED 2" DECOMPOSED GRANITE 1 Z'x18" VALVE BOX THR12"E 8"VALVE BOX MIN. 2"ABOVE FINISHED GRADE TAN IN COLOR TAN IN COLOR FINISHED GRADE ELECTRIC WYE STRAINER VALVE M 59 revisions: 1:91W I- OOTBALL 2-1/2" MAX. SINGLE-OUTLET EMITTER project#: PLANT PIT , LRC007 1/2" PVC SCH. 40 a ANGLE DOWN scale: O MALE ADAPTER 6" PEA issued for. 1� 1/2" PVC CL. 315 PIPE GRAVEL BASE � ��� �3rd CVWD Review �� .. drawn by: 1/2" PVC SCH. 40 450 ELL 24-VOLT WIRES 12" PVC GRAVEL SUMP Team FROM CONTROLLER PVCH 1�Ai 1 (f�6 01/23/06 NOTE. 900 ELL MAY BE USED 1/2" PVC CL. 315 PIPE SC . 80 T.O.E. NIPPLE 11A o QE41=PT IN LIEU OF 450 IF PLANTER PVC SCH. 80 NIPPLES PVC COUPLING CVWD SIGNATURE BLOCK Irrigation Details WIDTH IS LESS THAN THAT SHOWN. 1/2" PVC SCH. 40 FITTING PVC MAIN LINE PIPE PVC LATERAL TO EMITTERS CPVC SCH. 80 NIPPLE These plans have been reviewed*by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, Section 65597 et seq.requiring efficient landscape and irrigation design in Sheet# SINGLE-OUTLET EMITTER 9 EMITTER VALVE MANIFOLD i 0 BACKFLOW PREVENTER BY CVWD cooperation with the local governing agency(City or County). 8 *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USSR Rights-of-Way.Trees,plants,walls and permanent structures of any kind may not be planted or installed in CVWD L6 . I and USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. 10 Of 13 Date: Water Management Supervisor Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. C NOTE: 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE � 2. SEE MANUAL FOR MOUNTING INSTRUCTIONS 3. 120-VOLT AND GROUND CONNECTIONS INSIDE HIGH VOLTAGE BOX IN CONTROLLER 4. 24-VOLT CONNECTIONS INSIDE CABINET OR ACCESS COVER OF PEDESTAL00 ~ _ NOTE: ALL EMISSION POINTS SHALL BE C BASED w o CONTROLLER DATE PALM LOCATED ON UPHILL SIDE OF o PLANT MATERIAL. ONE EMISSION I U POINT SHALL BE DIRECTLY TO 4" PVC DRAIN PIPE GRATE o ° 00 PLANT BALL AS INDICATED. CONTROLLER GROUND COVER ADDITIONAL EMISSION POINTS TREEDISTANCE EMITTER o o a, ° SHALL BE WITHIN PLANT PIT SIZE FROM TRUNK TYPE PERIMETER - 18" FROM TREE 1 st 6 2nd 6 CONDUIT b CENTER FOR TYP. 24" BOX TREE. TUBES TUBES CONNECTION CONDUIT FINISHED GRADE I FLOOD BUBBLER W v o 15 G 3-12" 1-1 GPH 1" CONDUIT CONNECTION 24" 4-18" 1-1 GPH ACCESS 00 a PLANT ROOT BALL (TYPICAL) 1/2" CONDUIT TREE EMITTER - 0 30" 6-21" 1-1 GPH COVER I MULTI b3 60° EMISSION POINT (TYPICAL) 36" 6-24" 1-2 GPH STEEL 1-1/4" CONDUIT 1/2" CL. 315 PVC PIPE 42" 6-27" 1-2 GPH PEDESTAL o o� o PLANT PIT (TYPICAL) 48" 6-12" 4-30" 2-2 GPH ANCHOR BOLTS (4) FINISHED I �O 54" 6-15" 5-33" 2-2 GPH (1/4'x 3 ) GRADE • EMITTER (TYPICAL) 60" 6-18" 6-36" 2-2 GPH FINISHED �' . 72" 6-29' 6-42" 3-2 GPH GRADE 4" x 24" LONG PERFORATED PLANT CENTER (TYPICAL) • j • :••.- 120-VOLT WIRE DRAIN PIPE, FILLED w/ I 1 II ti THIS IS A WATERING GUIDE y. ONLY. SITE, '•• r'UFUL DIRECT- 3/4" CRUSHED ROCK °. o SOIL AND PLANT 120-VOLT WIRE 6" MIN., 12" MAX. CONDITIONS VARY GREATLY. BURIAL WIRES CONTRACTOR MUST OBSERVE TO CONTROL SECOND EMISSION POINTS IF THE PLANT MATERIAL AND 18"x18"x8" VALVES •�. ` LATERAL LINE �� % NEEDED AS DIRECTED BY MAKE ADJUSTMENTS AS CONCRETE BASE IRRIGATION CONSULTANT NECESSARY FOR THE WELL- UFUL DIRECT- ROOT BALL / 7 FOR TREES 42" BOX & LARGER BEING OF THE PLANTS. BURIAL WIRES 71 TO CONTROL VALVES NOTE: PLANT PALM AT SAME HEIGHT AS IT ONE BUBBLER TO SHRUB EMITTER - WAS IN THE FIELD--NO DEEPER EACH DRAIN PIPE � CAAL SINGLE � x '-0"COPPER-CLAD GROUNDING ROD SHALL EMITTER (TYPICAL) 2"900 SWEEP ELL (INSTALL BE INSTALLED PER FLUSH W/ CONCRETE BASE) MANUFACTURER. EMITTER LOCATION CONTROLLER DETAIL 6 DATE PALM BUBBLER ASSEMBLY 0 4 5 LE V 2 City of Palm Desert V C/, . . Water Calculation Chart od 4) V) 4) o Maximum Water Allowance A _ _E Plant/Irrigation System Type: Lone Irr.Elf. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. ClZ3 Input Zone 11 Spray/Bub/Drip 1 0.9 42128.522 3 Mod Spray/Bub/Drip 1 0.9 0.000 9 Mod/High Tree 0.. Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated �- Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Value Factor s .ft. 0.62 748 Irri.Eff. Water Use O Square Footage Calculations Spring 12.54 0.5 42128.52 0.62 748 0.9 243.27 Spring 12.54 0.65 0 0.62 748 0.9 >-1 Summer 34.77 1 0.51 42128.52 O 0.62 748 0.9 674.53 Summer 34.77 0.65 0 0.62 748 0.9 C) Tree&Shrub Square foot 129781 Fall-Winter 9.7 0.5 42128.52 0.62 748 0.9 188.18 Fall-Winter 9.7 O.6S 0 0.62 748 0.9 Lu V Turf Square foot TOTAL 1105.97 ITOTAL 0.00 Total Square foot Cobble/Boulder Total Waterfeasture Square footage Plant/Irrigatlon System Type: Zone Ifr. Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. Total Lanscape Square foot 129781 Spray/Bub/Drip 1 0.9 0.000 4 Mod/High Spray/Bub/Drip 1 0.9 125.757 10 High Tree Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated Zone No. Eto Water Adj. Total Conversion Factors Total Value Factor 5 .ft. 0.62 748 Irri.Eff. Water Use Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Factor Sq.ft. 0.62 748 MWA Spring 12.54 0.65 0 0.62 748 0.9 Spring 12.54 0.8 125.7568 0.62 748 0.9 1.16 ` 1 57.01 0.5 129781 0.62 748 3066.354 Summer 34.77 0.651 01 0.62 748 0.9 Summer 34.77 0.8 125.7568 0.62 748 0.9 3.22 2 66.82 0.6 0 0.62 748 0 1 Fall-Winter 1 9.7 0.651 01 0.62 1 748 1 0.9 Fail-winter 1 9.7 0.$ 125.7568 0.62 748 0.9 0.90 . � 3a 75 0.5 0 0.62 748 ITOTAL 0.00 TOTAL 5.28 ` 3b 88 0.5 0 0.62 748 0 k; ' ' l t 4 93.9 0.5 0 0.62 748 0 Total Tree And Shrub 2077.91 ' Plant/Irrigation System Type: Ione Irr. Eff. Area Seasonal Plant Factor. Spray/Bub/Drip 1 0.9 0.000 5 High Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. Total Number of plants 3096 Season Zonal Eto Plant Area Estimated Spray/Bub/Drip 1 0.75 0 11 Turf Number of plants by water use %Of Total Landscape Square Footage Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Season Zonal Eto Plant Area C onversion Factors Estimated 1 Low 1953 0.631 81867.666 Spring 12.54 0.8 0 0.62 748 0.9 Value Factor s .ff. 0.62 748 Irri.Eff. Water use 2 Low/Mod 0 0.000 0.000 Summer 34.77 0.8 0 0.62 748 0.9 Spring 12.54 0.76 0 0.62 748 0.75 3 Mod 1005 0.325 42128.522 1Fall-Winter 1 9.7 1 0.81 0 0.62 748 0.91 Summer 34.77 04 0 0.62 748 0.75 4 Mod/Hi 0 0.000 0.000 ITOTAL Fall-Winter 9.7 0.76 0 0.62 748 0.75 5 High 0 0.000 0.000 TOTAL I 0.00 6 Low Trees 63 0.020 2640.892 7 Low/Mod Trees 0 0.000 0.000 Plant/Irrigation System Type: Zone Ifr.Eff. Area Seasonal Plant Factor. Total Turf 0.00 8 Mod Trees 72 0.023 3018.163 Spray/Bub/Drip 1 0.9 2640.892 6 Low Tree 9 Mod/Hi Tree 1 0 0.000 0.000 Season Zonal Eto Plant Area C onversion Factors Estimated Plant/Irrigation System Type: Zone Ifr.Eff. Area Seasonal Plant Factor. 10 High Trees 1 3 0.001 125.757 value Factor s .ff. 0.62 748 Irri.Eff. Water Use Waterfeature 1 1 0 12 Moving revisions: QTotal 3096 Spring 12.54 0.2 2640.892 0.62 748 0.9 6.10 Season Zonal Eto Plant Area C onversion Factors Estimated Summer 34.77 0.2 2640.892 0.62 748 0.9 16.91 Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Q Fall-Winter 1 9.7 1 0.21 2640.8921 o.62 748 0.91 4.721 Spring 12.54 1.2 0 0.62 748 1 TOTAL 27.731 Summer 34.77 1.2 0 0.62 748 1 Fall-Winter 9.7 1.2 0 0.62 748 1 project#: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. TOTAL 0•00 LRC007 Spray/Bub/Drip 1 0.9 81868 1 Low Shrub Spray/Bub/Drip 1 0.9 0.000 7 Low/Mod Tree scale: Season Zonal Eta Plant Area C onversion Flactors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated Total Waterfeature 0.00 Value Factor s .ft. 0.62 748 Im.Eff. Water Use Value Factor s .ft. 0.62 748 Irri.Eff. Water Use f - issued for. Spring 12.54 0.2 81867.67 0.62 748 0.9 189.10 Spring 12.54 0.35 0 0.62 748 0.9 FIECEIV `-13rd CVWD Review Summer 34.77 0.2 81867.67 0.62 748 0.9 524.32 summer 34.77 0.35 0 0.62 748 0.9 Total Estimated Water Use 2077.91 ,,; ,,Ir:,. drawn by: �A 1 � Fall-Winter 9.7 0.2 81867.67 0.62 748 0.9 146.27 Fall-Winter 9.7 0.35 0 0.62 748 0.9 "t�`� Team TOTAL 859.69 TOTAL 0.00 Seasonal Zone Water Use Target Irrigation Efficient �uagc WORs�S date:` 01/23/06 Plant/Irrigation System e: Zone Irr.Eff. Area Seasonal Plant Factor. Plant/Irri ation System drawing: y Type: g y Type: Zone Irr.Eff. Area Seasonal Plant Factor: ETo 1 2 3 4 Turf Rotors Spray/bub Drip Spary/Bub/Drip 1 0.9 0.000 2 Low/Mod Shrub Spray/Bub/Drip 1 0.9 3018.163 8 Mod Tree Spring 14.95 15.85 19 18.99 0.8 0.75 0.9 CVWD SIGNATURE BLOCK irrigation Details Season Zonal Eto Plant Area C onversion Fbctors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated Summer 43.89 46.21 53.7 54.87 Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Fall-Winter 12.24 12.54 15.3 15.86 These plans have been reviewed*by the Coachella Valley Water District in Spring 12.54 0.35 0 0.62 748 0.9 Spring12.54 0.5 3018.163 0.62 748 0.9 17.43 TOTALS 71.08 74.6 881 8 9.72 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, Summer 34.77 0.35 0 1 0.62 748 0.9 Summer 34.77 0.5 3018.163 0.62 748 0.9 48.32 Section 65597 et seq.requiring efficient landscape and irrigation design in sheet # Fall-Winter 9.7 0.351 0 r 0.62 748 1 0.9 1 1 Fall-Winter 1 9.7 1 0.5 3018.163 0.62 1 748 1 0.91 13.48 Seasonal rage Plant Factors cooperation with the local governing agency(City or County). TOTAL I 10.00 ITOTAL 179.231 Season Turf/Shrub/Trees/Ground U over Turf *Approval of this drawing by CVWD Staff does not constitute approval to 1 2 3 4 5 6 7 encroach into district and USBR Rights-of-Way.Trees,plants, walls and permanent structures of any kind may not be planted or installed in CVWD L6 ,02 Low Low/Mod Mod Mod/High High Combined Warm and USER easements or right-of-way without first obtaining an 507o 50% 507o 62.507o 75% Season encroachment permit from CVWD. Spring 0.22 0.4 0.58 0.74 0.9 0.62 Of 13 Date: Summer 0.33 0.46 0.58 0.74 0.9 0.54 Water Management Supervisor Fall/Winter 0.24 0.41 0.58 0.74 0.9 0.59 F Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. C PLANTING SPECIFICATIONS PART 1 - GENERAL 1.11 WARRANTY PART 3 - EXECUTION r- >. 1.01 WORK INCLUDED Submit warranty to Owner's Representative. 3.01 GENERAL 3.11 WATERING • Landscape finish grading. Trees,Saguaros and Ocotillos LJJ � ,� • Soil preparation. Warrant that trees and saguaros will be alive and in good health for a period Install in accordance with the methods.techniques and specifications of Water all plants immediately after planting,except for saguaros,with hose in d o e • Tree supports and headers. o of 1 year after acceptance except for defects resulting from neglect by each representative manufacturer. If a conflict occurs between planting hole until material about the roots is completely saturated from the • Planting a N • Owner,abuse or damage by others. manufacturers and these specifications,consult with Owner's bottom of the hole to the top of the ground to avoid drying out until the entire 5 h ' Watering Representative for a decision. planted area is thoroughly watered and the soil soaked to the full depth of U a • Maintenance Owner must follow Landscape Architect's maintenance schedule and each plant hole. Water stream shall not cause damage to planting hole or ; provide current maintenance log to Owner's Representative. Do not begin planting until the irrigation system is completely installed,is plant. Kee exposed roots wet b means of moist sawdust, eat moss or O o 0 adjusted for full coverage and is completely operational. P P P y P U � N °° Definitions: 1 9 P ly P burlap at all times during planting operation. Repeat watering as often as •.. a Remove and replace dead,unhealthy or girdled trees,saguaros and -n Z necessary to keep the ground moist but not soaked,well below the root e Plants-all shrubs and cacti other than trees,saguaros,ocotillos,palms and ocotillos that lose original form and size during warranty period with material n a turf. equal to that specified. Replace an material which does not meet system of the plants. 0) e o Plant Material-all trees,saguaros,ocotillos, alms,shrubs,cacti,ground q P P Y 3.02 BACKFILL,IMPORTED FILL OR ARTIFICIAL SOIL AND GRAVEL M c 9 P 9r requirements within fifteen days of notification. 3.12 CLEAN UP M cover, and other plants. Inspect the integrity of all damp-proofing and water-proofing membranes w +y g o All replacement trees,saguaros and ocotillos shall be subject to an which occur over,on or against any construction to be fully or partially Keep all areas clean and orderly during and after execution of work. v 1.02 RELATED WORK additional one year maintenance period. concealed by earthwork prior to the placement of any imported soil,backfill, Burning of trash is not permitted. w �; e Contractor: Minimum 5 years experience in supply and installation of Shrubs and Other Plantings gravel fill or sub-base. landscape materials. 3.13 ADJUSTMENT l-`� � " a l Foreman with a minimum of 5 ears experience in related work shall be on Correct defects prior to proceeding with the work. G Y P Guarantee all other planting will be alive and in satisfactory condition for site at all times. period of 90 days from date of acceptance or will be replaced at no Repair or replace injured plants as directed. Limit pruning only to remove additional cost to the Owner. 3.03 TOPSOIL dead or injured twigs and branches. 0) 1.03 SOURCE QUALITY CONTROL All plant material shall be maintained in a healthy,sturdy condition during Import additional topsoil only as required to bring planting areas up to finish 3.14 MAINTENANCE PERIOD Provide certificates of inspection for all materials as required by law or the warranty period by the Contractor. grade. Spread and cultivate soil so that no settling takes place at any time. V regulation. When the Owner's Representative determines the work to be Substantially All replacement plants,including shrubs,cacti,groundcovers,vines and 3.04 LANDSCAPE FINE GRADING Complete in accordance with the Conditions of the Contract,he will advise Package standard materials with manufacturers certified analysis. Provide perennials shall be subject to an additional 90 day maintenance period. the Contractor,in writing,that the maintenance period is to begin. analysis by recognized laboratory made in accordance with methods Allow for the addition of soil amendments, conditioners and any specified top established by the Association of Official Chemists for all other material. dressing when determining and executing finish grade. Landscape contractor shall be responsible for maintenance of landscaped ti areas for a period of 90 days. Maintenance includes watering, Provide trees and shrubs grown in a recognized nursery in accordance with PART 2 - PRODUCTS AND MATERIALS Set finish grade 2 inches below adjacent paving,curb and headers for weeding and cultivating of beds. good horticultural practice. Provide healthy,undamaged,vigorous stock shrubs and ground cover beds and areas unless shown otherwise. grown under climatic conditions similar to conditions at project site and free The Landscape Contractor,in order to protect his guarantee and in of disease,insects,eggs,larvae and defects such as sun-scald,knots, 2.01 FILL MATERIALS At all planting areas, make entire area smooth and even to finish grade. conjunction with the Landscape Maintenance Schedule supplied by the F injuries, abrasions or disfigurements. Provide trees and shrubs of the sizes Cultivate all areas so that there are no bumps or hollows,and the area indicated. Trees and shrubs of sizes larger than those indicated may be Provide dry,loose material for fill, backfill,planting backfill and topsoil for P Landscape Architect,shall provide a supplemental typewritten 9 Y drains as indicated. Grade and maintain all flow lines,designated or not,to used provided roots,root ball,staking and planting pits are increased planter beds. Frozen or muddy salts not to exceed 1500 ppm,and free of allow free flow of surface water. Cultivate entire area to a depth of 6 inches maintenance instruction booklet on the care and feeding of the v debris, noxious weeds,ingredients or objects detrimental to healthy plant landscape to the Owner. - n proportionately. minimum and remove all rock in excess of 1-1/2 inches,all building nibble, _j - growth. building construction material,waste and any other material that may impair Contractor shall request,in writing, a Final Inspection at the completion of 1.04 REFERENCE STANDARDS satisfactory growth. • Topsoil: Screened,fertile,friable,from well drained arable land,free of the maintenance period. If the Owner's Representative determines the work ANSI 60.1 -American Standards for Nursery Stock. refuse,roots, heavy clay, noxious weeds or any material toxic to is satisfactory,the maintenance period will end on the date of the Final plant growth;contents as follows: Inspection. If the maintenance is unsatisfactory,the maintenance period will be extended, at the Contractors expense,until such time as all corrections CALIF 1.05 SAMPLES Silt:20-457o are made and the work is inspected and approved by the Owner's Clay:1 3.05 HERBICIDE APPLICATION--NOTE:PRE-EMERGENT HERBACIDE SHALL Submit the following material samples to Owner's Representative a minimum y� 5-20� NOT BE USED DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS Representative. Rentention will not be released until Final Inspection is of 48 hours prior to start of work. Sand:30-60% made and approval issued by the Owner's Representative. Topsoil for backfill mix(trees and shrubs). Organic Material PROJECT. Compost (natural or otherwise): 2%minimum 3.15 FIELD QUALITY CONTROL Tree supports. pH:7.0-8.3 Apply contact herbicides in accordance with manufacturers Decomposed granite. Soluble salts:1,500 ppm. recommendations. Prior to application, moisten areas for fourteen days to Notify Owner's Representative of the requirement for inspection at least 48 Boulders. Nutrients: enough to bring levels of acceptable plant encourage weed germination and growth. Apply before weeds attain a hours in advance. Inspections are required, but not limited to,the following: growth, height of 6 inches. Remove taller weeds manually. The Owner's Representative reserves the right to take and analyze samples • Inspection and acceptance of plant material prior to of materials for conformity to specifications at any time. Furnish samples Percolation rate shall be between 3 to 4 inches per hour. Areas to be landscaped shall be maintained in a weed-free condition at all shipping. �,.. upon request by Owner's Representative. Rejected materials shall be Existing top soil may be used provided it meets these requirements. times during construction. • At completion of rough grade and boulder placement *� immediately removed from the site and replaced at the contractors • At completion of landscape finish grading and soil 'r-- additional expense. 2.02 COMMERICAL GRADE FERTILIZERS preparation, prior to planting. C: L As required per ricultural suitability and chemical analysis 3.06 TREE SUPPORT • At installation of irrigation system,prior to backfilling Q) 0 Submit samples of decomposed granite for graduation q P 9 ty lysis of existing soil. trenches andplanting. V 4-- p p g approval of aduation and color. Sample shall be representative of variations within size and color to be Contractor shall obtain a project specific soils report from which a Stake trees as required for adequate support as shown on the drawings. • During installation of specimen tree,or other specimen provided. qualified agronomist can recommend fertilizer type,quantity and plant material. application. Tree supports may be installed to prevent lodging,yet allow for trunk • After staking locations for plant holes,but prior to ( � movement.Pliable cinch ties or equal that encircle trunks shall be large enough planting;for approval. v 1.06 PRODUCT DATE 2.03 SOILAMENDMENTS to allow for normal growth of the trunk during the first year without girdling. • During the planting process. Submit to Owner's Representative a minimum of 48 hours prior to start of • During the placement and aiming of all light fixtures. As required per agricultural suitability and chemical analysis of existing soil. • At Substantial Completion of the Work. Q) work manufacturers comprehensive product description,including 3.07 TREES,SHRUBS,AND VINES P Contractor shall obtain a project specific soils report from which a • Durin warranty period to observe maintenance specifications and installation instructions. 9 tY P � qualified agronomist can recommend soil amendment type,quantity and Layout locations with stakes or gypsum, Coordinate with Owner's procedures. Q) application. Representative to assure appropriate location. • At final Completion of the Work. 1.07 CERTIFICATES AND TEST REPORTS 0 Provide and pay for all materials testing. Testing agency shall be No soil amendments are required for salvaged plant material and cacti Test drainage of plant beds and pits by filling with water. Notify Owner's O acceptable to the Landscape Architect. unless otherwise specified. Representative of areas where water is retained more than 24 hours. - CITY OF PALM DESERT SUPPLEMENTAL INFORMATION Submit to Owner's Representative a minimum of 48 hours prior to start of Where rock,underground construction or other detrimental conditions are work 2 copies of certificates of inspection as required b 2.04 TREE SUPPORTS LANDSCAPE INSPECTION SCHEDULE p p q y governmental encountered at plant pits, Owner's Representative may select alternate r T 1 authorities, and manufacturers'vendors certified analysis for soil Tree Stakes: Copper napthenate impregnated lodge pole 12 feet in length location. 5 amendments,fertilizer materials,and chemicals. Submit other data for 24 inch box. No tree stakes are required for salvaged plant material. 1) Sleeving/Grading substantiation that materials comply with specified requirements. Do not expose roots to air except during transplanting.Finish grade at plants a. Sleeve diameter,type, depth and location ��--•.11 Q Certificates are required to determine the quality and quantity of all specked Tree Ties: Provide a minimum of two per tree: pliable cinch ties or equal. shall be top of root crown. Cut plant containers on 2 b. Soil surface drainage,elevations and trash(including weeds& soil amendments. sides without injuring root ball and carefully remove plant. Do not cut rubble) 2.05 HERBICIDES-NOTE:PRE-EMERGENT HERBACIDE SHALL NOT BE USED container with spade. Damaged plants will be rejected. 2) Hardscape/Boulders-Cobble Materials certification to be submitted include,but are not limited to: DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS PROJECT. a. Sidewalk and wall layout 1.lV V Topsoil source and nutrient analysis Dig pits with perpendicular sides to a minimum of 2 to 3 times the width (see Mulch Contact Herbicides: details) of the root ball for containerized trees and shrubs. Dig pits only as b. Utilities location Fertilizers/soil amendments/chemicals deep as the root ball to prevent settling of the tree or shrub. c.Boulder type,size,weight and placement Contact herbicide (if necessary) shall conform to local and/or state codes, Planting Mixture: 3) Irrigation System Rough-In Test representative material samples proposed for use. Provide the g a. Trench depth and location followin data: ordinances,restrictions and recommendations and shall be applied in As required per agricultural suitability and chemical analysis of existing soil. P 9 b. Pipe size and class accordance with manufacturers instructions. Contractor shall obtain a project specific soils report from which a P Topsoil and planting backfill: P P P C. Pressure test(125psk for 6 hours) Soil PH qualified agronomist can recommend a planting mixture type,quantity 4) Plant Material (trees&shrubs) Particle size, percentage soil texture 2.06 PLANTING MATERIAL and application. a. Condition Percentage organic material Nutrient level analysis Plant Material: Healthy,shapely and well rooted. Roots shall show no b. Type 3.08 BACKFILLING all macro,secondary and micronutrient evidence of having been restricted or deformed at any time. All plants shall c.Placement �W f4G salinity be representative of their normal species and variety. They shall have Backfill plant pits and form shallow basin around the plant to hold enough 5) Ground Cover(decomposed granite) . ESP normally developed branch systems. Plants shall be free from disfiguring water to saturate the root ball and backfill(only form basins if specified on a. Type free line knots,sun scald injuries and abrasions of bark. Plants not meeting these detail). Water plants immediate) after planting and allow backfill to settle in requirements shall be considered defective and shall be replaced ) P Y P g b. Depth and spacing percolation rate q P plant pit. Do not water saguaros after planting. Do not raise basin rim v. " c.Compaction immediately. All plants shall be true to name and shall be tagged,one of above surrounding grade. type quantity q 9 variety. P 9 P Y 6) Final Recommendations on a and uanti of amendments required to bring each vane All )ant material shall be grown in nurseries inspected b the levels into acceptable ranges as detailed in Part 2-Products of Materials of State Department of Agriculture unless otherwise approved b the Owner's Puddle planting mixture when it is 2/3 full of plant mix. Continue back filling a. Irrigation: P 9 p 9 PP Y P 9 P P 9 these specifications. Representative. Do not use trees or shrubs. to within 1 inch of surrounding grade. i) Valves, boxes and wiring , ii) Controller operation and schedule Separate recommendations to be submitted for each crop. Crop to be Provide specimen plants with a special height,shape or character. Tag at Finish grade to 2 inches below headers or concrete work. iii) Sprinkler, bubbler and/or drip emitter type,flow rate identified as: the source of supply prior to notifying Landscape Architect for inspection. and quantity per plant Irrigated trees and shrubs The Landscape Architect shall inspect selections at source of supply for Top dress planting areas with 2 inches of decomposed granite/desert iv) Overall operation suitability and adaptability selected location. When specimen plants cannot cobble after planting. v) As built 1.08 MAINTENANCE DATA be purchased locally, provide sufficient photographs of proposed material for b. Tree staking approval. Landscape Architect shall submit 2 copies of typewritten instructions 3.09 ANNUALS c. Overall recommending procedures to be followed by the Contractor and Owner for Plants may be inspected and approved at place of growth for compliance the maintenance of the landscape work for one full year. with specification requirements for quality,size,and variety. Such approval At time of transplanting,soil in flats shall be sufficient so as not to fall apart shall not impair the right of inspection and rejection upon delivery at the site when lifting plants. Install each plant with its proportionate amount of the flat or during the progress of the work. soil in a manner that will ensure a minimum disturbance to the root structure. Install flat material sufficiently deep to cover all roots. Firmly tamp the earth around each plant to force out large air pockets. 1.09 PRODUCT DELIVERY,STORAGE AND HANDLING revisions: Deliver packaged material in containers showing weight,analysis and 3.10 DESERT PAVEMENT/DESERT COBBLE identification of manufacturer. Protect materials from deterioration at all times. Installation of Desert shall occur as the final step in the landscape process Q Provide protective covers to plant life and trees during delivery. Do not and shall be implemented in such a way as to blend with the undisturbed native prune trees prior to delivery. Do not bend-tie trees or shrubs in such a areas. The methods and sequencing proposed in this specification may manner as to cause or damage destroy sha require adjustment to match existing conditions in each specific area. Perform g Y Pe. all work with hand tools rather than powered equipment. project#: Deliver materials after preparation for planting have been completed. Plant LRC007 immediately. If planting is delayed for more than 6 hours after delivery,set Upon completion of landscaping ensure that final grade has been established scale: plant material in shade, protect from weather and mechanical damage and including removal of irrigation wells, and blending and rounding of slopes. N/A keep roots moist. Create troughs of varying shapes no less than 2'x8'and approximately 7'deep issued for: Do not remove container grown stock including ground cover,from and rake in any cobble sized rock that was exposed during the landscape process. 3rd CVWD Review containers until planting time. Cover the trough with soil to expose only the top half of the cobbles. The cobble � f drawn by: should appear as an outcropping. and should be placed in locations and at a Y frequency that matches the existing native areas. The quantity of cobble used will Team 1.10 SITE CONDITIONS vary depending on the quantity of cobble exposed during the landscape operation. date: Determine location of underground utilities. Execute work as required to ,.:` O i/23/to prevent damage. Randomly shovel or scatter the soil/aggregate mixture over the disturbed areas in n ==` P g varying depths no greater then 1/2". Cover approximately 80%of the disturbed De-{Y9�GNo <r drawing: Maintain grade stakes set by others until directed otherwise. areas with the landscape aggregate. CVWD SIGNATURE BLOCK �� Plant Specifications Protect all existing plant life not scheduled for removal. if any plant material Cobbles 4"and greater,that were collected with the soil/aggregate mixture should that is to remain is damaged,the Contractor,at his expense,will pay for a be half buried. Cobbles less than 4"can be left on the surface. No special replacement plant of the same size and species (to be approved by Owner's placement of these cobbles is intended. These plans have been reviewed*by the Coachella valley water District in agent). accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, Pass over all landscape aggregate and cobble outcrop areas with a straw boom Section 65597 et seq.requiring efficient landscape and irrigation design in sheet# Protect existing utilities, paving and other facilities from damage during to blend. cooperation with the local governing agency(City or County). landscaping operation. Wet down entire area by simulating rainfall to encourage the larger granite materials *Approval of this drawingb CVWD Staff does not constitute y approval to Coordinate with other contractors. materials to surface and the finds to compact. encroach into district and USER Rights-of-way.Trees,plants,walls and permanent structures of any kind may not be planted or installed in CVWD L7 . I and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 12 Of Date: Water Management Supervisor N Development Service Supervisor Copyright®2003 by Greey I Pickett Professiond r Valve Boxes: 11a�_ _ t r I o DELIVERY,STORAGE and HANDLING Electrical Control Wiring: 1.Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas,and above-grade for all seeded areas. s 1 05 DELN k rr a m, v �:° 1.Low Voltage: 2.Valve box extensions are not acceptable. „F Deliver,unload,store and handle materials,packaging,bundling,products,In dry conditions,or a weatherproof manner,to prevent damage, a.Electrical Control Wire-AWG OF UL approved No.14 gauge direct-burial copper wire for all control wires,and No.14 gauge direct-burial PART I - GENERAL breakage,deterioration,intrusion,ignition,and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer copper wire for all common wires. 3.Install gravel sump after compaction of all trenches. Valve box to rest on gravel sump. Place final portion of gravel inside valve box after C name,volume,quantity,contents,instructions,and conformance to local,state,and federal law. Remove and replace cracked,broken, b.Wire Colors: valve box is backfilled and compacted. CD or contaminated items or elements prematurely exposed to moisture,inclement weather,snow,ice,temperature extremes,fire,or job site damage. 1)Control Wires-Red. 4.Install"Christy"stainless steel or 2.5"x 5"plastic valve label tags for each valve box(1-800-258-4583). Entire controller&station number shall be '- 1.01 WORK INCLUDED 2)Common Wires-White. printed on each tag. Letter and number size shall be no smaller than 1/8 inch and no greater than 1/4 inches. Label each valve box as follows: Ln Handling of PVC Pipe-Exercise care in handling,loading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allows N Work of this Section generally includes a provision of an underground i ' ation system including the following: the entire length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. Al sections of i that have been 3)Master Valve Wires-Blue and yellow. 9 Y� P r9 m9 Ys 9 9 9 P P 1 pipe 4)Future Wires-Same as control and common wire(labeled at terminations). Two per controller unless noted at each extreme end. a.Control valves-Controller letter and station number. 'Z,3 dented or damaged shall be discarded,and if installed,shall be removedand replaced with new piping. ' 1. Trenching,stockpiling excavation materials,and refilling trenches. b.Quick Coupler Valves-Label"QCV." � 2. Complete systems including but not limited to piping,backflow preventer,assemblies,valves,fittings,heads,controller wiring,and c.If multiple controllers are utilized,and wire paths of different controllers cross each other,both common and control wires from each " 4- controller shall be different colors approved b Consultant. c.Wire Splices-Label wire splices with the letters"W.S. final adjustments to ensure efficient coverage as determined by Consultant. 1.06 JOBSITE CONDITIONS PP Y � •- 3. Water connections. d.Control wire connections and splices shall be made with 3M direct-bury splice,SureS lice SK 12-14 connectors,or approved similar d d.Drip Piping Blow-out Stubs-Controller letter and station number of each drip piping blow-out. C A 4. Replacements of unsatisfactory materials. Protection of Property. P ry P P PP dry e.Ball Valves-Label with letters"BV"typical. Lli 00 P ry splice method. Z) d o e 5. Clean-up,inspection,and approval. 1.Preserve and protect all trees,plants,monuments,structures,and paved areas from damage due to Work in this Section. In the event f.Air-Relief Valves-Label with letters"ARV"typical. � E '; N o 6. Tests. damage does occur,all damage to inanimate items shall be completely repaired or replaced to the satisfaction of the Owner. All injuries 2.High Voltage-Type required by local codes and ordinances,of proper size to accommodate needs of equipment serviced. " " % h g.Manual Drain Valve-Label with letters MDV. 00 a to living plants shall be repaired by the Owner,and all costs of such repairs shall be charged to and paid by the Contractor. " U E Sprinkler Heads-As shown on drawings. Purple caps or nozzles for Reclaimed Water use. h.Pressure Reducing Valves-Label with letters PRV" typical. _ O � z e 1.02 REFERENCES 2.Protect buildings,walks,walls,and other property from damage. Flare and barricade open ditches. Damage caused to asphalt,concrete,or t.Flow Sensors-Label with letters"FS" typical. U Z N Q Perform Work in accordance with requirement of Conditions of the Contract and Division 01-General Requirements as well as provisions of all other building material surfaces shall be repaired or replaced at no cost to the Owner. Restore disturbed areas to original condition. Electric Control Valves-As noted on drawings. Purple handles for Reclaimed Water use. _ " 5. Install"Tan"colored valve boxes in all locations where valve box is located in a decomposed granite planting area. Install"Green"colored valve boxes b t3 a applicable laws,codes,ordinances,rules and regulations. Conform to requirements of reference information listed below,except where � n , a �i Pipe bedding material-Construction grade sand approved by Consultant. where valve box is located in turf grass areas. These guidelines are typical of all installations unless water source is effluent. In that case all valve more stringent requirements are shown or sped ed in Contract Documents. Existing Trees: �. o " o 1.American Society for Testing and Materials ASTM -Specifications and Test Methods specifically referenced in this section. Automatic Controller-As shown on drawings. boxes no matter the location are to be purple in color and meet all applicable codes and ordinances. tj t3 a tY 9 (ASTM) P Pe Y 1.All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand g w , 2.Underwriters Laboratories(UL)-UL Wires and Cables. or by other methods so as to prevent damage to limbs or branches. Backflow Preventer-Install as detailed on Drawings. v e Z a Backflow Preventer-As shown on drawings. Pump Station-Install as detailed on Drawings. w W " o "o 2.Where it is necessary to excavate adjacent to existing trees,use all possible care to avoid injury to trees,and tree roots. Excavation in areas , o y o 1.03 QUALITY ASSURANCE where 2 inch and larger roots occur shall be done by hand. Roots 2 inches and larger in diameter,except directly in the path of pipe conduit, Manual Drain Valve- As shown on drawings. Electric Control Valves: a/ � 00 shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Install top of cross handle a maximum of 3 inches below finished grade where shown on Drawings and as detailed. When grouped together,allow a minimum v Installer Qualifications-Installer shall have had considerable experience and demonstrated ability in the installation of irrigation system(s) Air-Relief Valve-As shown on drawings. � � of spedfied type(s)in a neat,orderly,and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability, of 12 inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes t:3 experience,and financial stability necessary for this project,submit if requested by Consultant,prior to contract award the following: Trenches adjacent to trees shall be closed within 24 hours,and when this is not possible,the side of the trench adjacent to the tree shall Pressure Reducing Valve-As shown on drawings. flush with grade. When parallel to roadway,sidewalk or other permanent element or structure,control valve and box are to be installed perpendicular be kept shaded with moistened burlap or canvas. to element or structure,spaced equally. W 1.List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include: Master Control Valve- As shown on drawings. a.Name of project. Main Line Ball Valves-Install as detailed on Drawin s v b.Location. Protection and Repair of Underground Lines: Flow Sensor and Monitor or Transmitter-As shown on drawings. g t�n c.Owner. 1.Request proper utility company to stake exact location(including depth)of all underground utilities. Take whatever precautions necessary Air-Relief Valves-Install as detailed on Drawings. 'I:� d.Brief description of work and project budget. to protect these underground lines from damage. In the event damage does occur,all damages shall be repaired by Contractor unless Pump Station-As shown on drawings. Z 2.Current company financial statement. other arrangements have been made. Control Wiring: �3 1.All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by Consultant Replacement of Paving and Curbs-Where trenches and tines cross existing roadways,paths,curbing,etc.,damage to these shall be kept Special Requirements: PART III - EXECUTION Prior to installation. to a minimum and shall be restored to original condition. a.Tolerances-Spedfied depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for Backfilling-Do not begin backfilting operation until required system tests have been completed. Baccfill shall not be done in freezing weather except with prior removal of finish grade treatment,refilling,recompaction,and repair of finished grade treatment. 3.01 INSPECTION F 1.07 WARRANTY/GUARANTY written approval by Consultant. Leave trenches slightly mounded to allow for settlement after badcfilling is complete. Trenches shall be finished graded prior to b.Coordination with Other Contracts-Protect,maintain,and coordinate Work with Tasks under other sections. Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory <i.� �• g P P g grading, P P g g g Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee walk-through of system by Consultant. �'y c.Damage to Other Improvements-Contractor shall replace or repair damage to radio ,soil re aration,seeding,sodding,or planting done workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with the manufacturer/distributor. conditions have been corrected. `',, . under other Sections during work associated with installation of irrigation system at no additional cost to the Owner. 1.All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe,to 6"above top of pipe and width of trench when -'� �--'r d.Work involving substantial plumbing for installation of backflow reverters,copper service,and related work shall be executed b licensed Settling of backfilted trenches which may occur Burin guaranty Grading operations,with the exception of final grading,shall be completed and approved by Owner prior to staking or installation of any J g p g p y g y g g ty period shall be repaired by Contractor at no expense to the Owner,including portion of Irrigation system except sleeving. Grading to match the City-approved precise grading plan. site conditions are rocky or otherwise unfavorable. o and bonded plumber(s),performed in accordance with all prevailing codes and regulations. complete restoration of damaged property. 2.Materials-Excavated material is generally considered satisfactory for badcfilling purposes after completing bedding requirements. Badfill materials shall e.Work involving connection to,installation,or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded 1-2 electrician,performed in accordance with all prevailing codes and regulations. Expenses due to vandalism before substantial completion shall be bome by Contractor. 3.02 PREPARATION be free of rubbish,vegetative matter,frozen materials,and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not Jjq suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable,or not �` Owner or representative maintenance company will maintain turf and planting areas during warranty period,so as not to hamper proper operation Staking shall Occur as Follows: Q� CAL� 1.04 SUBMITTALS of the irrigation system. 1.Mark with sufficient to meet backfill,compaction,and final grade requirements. 9 Ys powdered lime or marking paint routing of pressure supply lines,and flag heads and control valve locations for first series of zones 3.Do not leave trenches open fora period of more than 48 hours. Open excavations shall be protected in accordance with OSHA Prepare and make submittals in accordance with conditions of the Contract prior to installation. as directed by Consultant. Contact Consultant a minimum of 48 hours in advance and request a review of staking. Consultant will review staling and P P P P regulations. 1.08 MAINTENANCE direct changes if required. Staking review does not relieve installer from coverage problems due to improper placement of heads after staking. 4.Compact backfill to 90%maximum density in 6"lifts,determined in accordance with ASTM D155-7 utilizing the following methods: CONSTRUCTION RECORD DRAWINGS(As-Builts): Furnish the following maintenance items to Owner prior to final Acceptance: a.Mechanical tamping. Install sleeving under all asphalt paving and concrete walks,prior to the installation of concrete or paving operations,to accommodate piping and 1.2 sets of special tools required for moving,disassembling,and adjusting each type of sprinkler head and valve supplied on this project. , , b.Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 10'-0"of building or foundation walls. 1.At onset of irrigation installation the contractor shall secure from the landscape architect one dean bond copy of irrigation plan,to use as 2,2 keys for each automatic controller. wiring. Compact backfill around sleeves to 95/o Standard Proctor Density within 2/o of optimum moisture content in accordance with ASTM D1557. Project Record Print. At end of everyday,revise Project Record Print for all work accomplished that day in RED ink. Project Record Print 3.3 quick coupler au and matching hose swivels. shall be brought up-to-date at close of working day on every Friday by a qualified draftsperson. One up-to-date print shall be mailed q P g Trenching-Trench excavation shall follow,as much as possible,layout shown on Drawings. Dig trenches straight,and support the pipe continuously on the Piping Under Paving: to Consultant on Monday of each week.The Project Record Print plan(s)shall be available at the Project Site for review. Upon completion of bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over-excavated 1.Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping L 1.09 EXTRA STOCK as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for the type of piping being Installed. installed under asphalt concrete or concrete paving. Provide sleevin as Project,contractor shall submit Project Record Print for review,prior to final acceptance.Dimension from rirlro permanent points of reference, g g' p p g. g required by municipality,or as shown on plans. Q) . (building comers,sidewalks,road intersections,or permanent structures),location of the followin Items: In addition to installed system furnish the following items to Owner. +- ( g ) g' 2.Piping shall be bedded with construction grade sand-6 inches below pipe to 6 inches above pipe and the width of the trench. � 1. 4 per 100 installed drip emitters of each type used. 1.Clearances: C L a.Connection to existing water lines. 2. 2 pop-up heads of each type used. a.Piping smaller than 3 inches-Trenches shall have a minimum width of 7 inches.12 inches for 3"and larger pipe. 3.Compact backfill material in 6-inch lifts at 95%maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping devices. Q) 0 b.Routing of pressure supply lines(dimension every 100 feet along the routing). U ;_ b.Line clearance-Provide not less than 6 inches of clearance between each line,and not less than 12 inches of clearance between lines of other trades. P P piping P g • P p g paving operations. -- c.Electric control valves. 4.Set in lace,cap,and pressure test allunder paving,,In presence of Consultant or Owner prior to baccfillin and vino rations. 0 d.Quick coupling valves. c.For Reclaimed Water systems,2-foot vertical(below)and 6-foot horizontal separations from potable Mines are required per industry standards. cn e.Dripline blow-out stubs. PART I I - PRODUCTS 5.Piping under existing walk or concrete pavement shall be done by jacking,boring,or hydraulic driving,but where cutting or breaking of walks and/or � 2.Pipe and Wire Depth: U f.Control wire routing(if not with pressure supply line). 2.01 MATERIALS a.Pressure Supply Piping-24 inches from top of pipe(30 inches where 6"and larger pipe is on project). concrete is necessary,it shall be done and replaced at no cost to the Owner. Obtain permission and prior approval from Owner to cut or break walks Other related equipment as directed b Consultant. and/or concrete. � 9• Y b.Non-pressure piping 12 inches from b of i General Piping: P P P g - P pipe. c.Control Wiring-Side and bottom of pressure supply line. C-6 Contractor shall provide a Digital version of the Project Record Print with ALL changes,additions and modifications performed during the project Note: All piping for reclaimed water systems shall be purple colored,or wrapped with reclaimed"sods"or reclaimed marking tape,and main d.Drip piping-12 Inches from top of pipe. 3.04 FIELD QUALITY CONTROL V) installation. This digital file shall be compatible with the Adobe Acrobat'format(also known as Portable Document Format or PDF),and submitted lines shall have detectable reclaimed marking tape in trench 12 above top of pipe. e.Emitter tubing-12 inches from top of pipe(non slope plantings). 4 inches from the top of pipe(slopes 2:1 or greater). Flushing-After piping,risers,and valves are in place and connected,but prior to installation of emitter heads,quick coupler valves,and air relief valves, 0 0 on a single-session,closed CD-ROM disc in the ISO-9660 format to Consultant. Each sheet is to be saved into separate PDF files. 1.Pressure Supply Lines(downstream of backflow prevention units)-Class 200 PVC,Solvent Weld Belled End for 2-1/2"and smaller, thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthestmost valves. Z) Q Contractor shall also provide both a hard copy and Electronic Form version of the Controller Data Sheets to the Consultant Hard copy and and rubber-ring joint for 3 and larger with ductile iron fittings. 3.Boring will be permitted only where pipe must pass under obstruction(s)which cannot be removed,and must be approved by Consultant if not Cap riser after flushing. (3.> O 2.Non-pressure lines-Class 200 PVC,Solvent Weld Belled End. specifically indicated on construction drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of suitable diameter is r--4 -C Electronic Forms shall be provided to the Contractor by Coates Irrigation Consultants Inc. " acce table if installed first b jacking or boring, Testing-Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and 3.Drip Piping-1/2 Class 315 PVC,Solvent Weld unless otherwise specified on plans. P y j g g,and pipe laid through sleeves. Observe same precautions as though pipe were installed in open all other test equipment. �A _ Several vendors provide for the scanning of oversize documents such as plans into the Adobe Acrobat format. If required,contact trench. as Coates Irrigation Consultants Inc.for recommended vendors. 4.Emitter Tubing-by emitter manufacturer. 1.After backfilling,and installation of all control valves&quick coupler valves,fill pressure supply tine with water,and pressurize to 40 PSI over the designated w � 3.03 INSTALLATION Q_ 2.Consultant will not certify any pay request submitted by the Contractor if the as-built drawings are not current,and processing of Plastic Pipe and Fittings: static pressure or 120 PSI,whichever is greater,for a period of 2 hours. a> U 4- pay request will not occur until as-builts are updated. Also,if Data Sheets and As-Built drawings are not given to the Consultant within the Locate other equipment as near as possible to location designated on construction drawings. Deviations shall be approved by Consultant prior to 2.Leakage,Pressure Loss-Test is acceptable if no leakage or loss of pressure is evident during test period. 0 specified time frame,Consultant shall collect the data for programming purposes,and charge the Contractor for time and materials. 1.Identification Markings: installation. 3.Leaks-Detect and repair leaks. 3.Prior to scheduling walk-through for substantial completion,Contractor is to submit all as-built information to the Consultant for approval. a.All pipe n a identified with following indelible markings: -� -- 9 9 P PP PVC Piping: 4.Retests �' 1)Manufacturer's Name. system until pressure can be maintained for duration of test. �� W r , CONTROLLER CHARTS-Do not prepare controller charts until record(as-built)drawings have been approved by the Consultant. 2)Nominal pipe size. 1.Snake pipe in trench as much as possible to allow for expansion and contraction. 5.Before final acceptance,pressure supply line shall remain under pressure for a period of 48 hours. V 3)Schedule or class. 1.Provide controller chart,automatic controller. 4)Pressure Rating. 2.When pipe laying is not in progress,or at end of each day,close pipe ends with tight plug or cap. (Perform work in accordance with good practices a.Controller drawing may be same size reproduction of the record drawing,if scale permits fitting them inside the controller door without 5)NSF(National Sanitation Foundation)seal of approval. prevailing in piping trades). Walk-Through for Substantial Completion: folding drawing. If photo reduction prints are required,keep reproduction to maximum size possible to retain full legibility. Chart may 6)Date of extrusion. 1.Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through. also be Controller Data Sheet as for central-satellite systems,if approved by Consultant. 3.Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized b.All fittings including valve taps for rubber-ring pipe shall be cast or ductile iron,rubber-ring joint for PVC. for all rubber-ring joint fittings per industry standards. In sandy soil,mechanical joint fittings shall be used with thrust blocks. 2.Entire System shall be completely installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height b.Controller chart shall be bond print of actual as-built system,showing area covered by that controller,or Controller Data Sheet showing and valve boxes adjusted accordingly. information on each station,and with complete description of each station's location. 2.Solvent Weld Pipe-Manufactured from virgin polyvinyl chloride(PVC)compound in accordance with ASTM D2241 and ASTM D1784: 4. Stake all above-grade PVC piping per details. c.Identifyarea of coverage of each remote control valve,using a distinct) different pastel color for each zone. Highlight heads,lateral piping, cell classification 12245-B,T 1,Grade 1. 3.Operate each zone in its entirety for Consultant at lime of walk-through,and open all valve boxes. 9 9 Y PPip 9 5.Use 45-degree ells when making perpendicular crossings of above-grade PVC piping,to depress bottom pipe. �E and control valves. a. Fittings-Standard weight,Schedule 40,injection molded PVC;complying with ASTM D1784 and D2466,cell classification 12454-B. 4.Consultant shall generate a list of items to be corrected prior to Final Completion("Punch List"). °s d.Following review of controller drawings by Consultant,hermetically seal each chart between two layers of 20 min thick dear plastic. 1)Threads-Injection molded type(where required). 6.Lay pipe and make all plastic-to-plastic joints in accordance with manufacturer's recommendations. ; -p e.Controller chart shall be completed and approved b Consultant riot to final completion walk-through of irrigation s ern. 2)Tees and ells-Side gated. Drip Piping: 5.Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents,and as directed by Consultant _� P PP Y P P gb.Threaded Nipples-ASTM D2464,Schedule 80 with molded threads. g � ' f.Attach approved controller chart to inside of each controller door using self adhesive vetcro strips. c.Joint Cement and Primer-Type as recommended by manufacturer of pipe and fittings. 1.Install fitting connections per manufacturers recommendations. 6.During walk-through,expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and s y11 2.Use threaded risers and Sch.40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings. installed as designed;prior to placing of all mulch material. Schedule separate walk-through if necessary. 4 Operation Manual: Low PressureNolume Systems: g kL :r Pe 3.Install drip line blow-out stubs at all dead ends of drip piping. 1.Emitters as indicated on drawings. ;,e Submit 3 sets of Operations Manual to Consultant for approval,prior to scheduling the final completion walk-through. Manual is to include 4.Any deviations from drip pipe routing shown on drawings must be approved by consultant prior to installation. Walk-Through for Final Completion: , the following in a 1 x 3 ring binder. 2.Drip Piping-manufactured of polyvinyl chloride compound conforming to ASTM D2241 and ASTM D1784,Type 1,Grade 1. 1.Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through. 1.Index sheet stating project name,and listing Contractor name,address,phone number,and contact person. Include same information for 3.Fittings-Schedule 40 PVC,or as recommended by piping manufacturer. Control Wiring Primary Sub-Contractors. 2.Show evidence to Consultant that Owner has received all accessories,charts,record drawings,and equipment as required before Final Completion 4.Drip Valve Assembly-Type and size shown on drawings. 1.Low Voltage Wiring: walk-through is scheduled. 2.Manufacturer cut sheets for all material components of irrigation system. Highlight or circle specific models or items. a.Wye Strainer-Plastic/Fiberglass construction with 150 mesh nylon screen and blow out assembly. a.Bury control wiring between controller and electric valves in pressure supply line trenches,with wires consistently located below and to one side of 3.Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through b.Control Valve-2-way,solenoid pilot operated type made of synthetic,non-corrosive material;diaphragm-activated and slow dosing. Pipe,on top of initial pipe bedding,or in separate trenches. to ensure correction of all incomplete items. Include freely pivoted seat seal;retained(mounted)without attachment to diaphragm. b.Bundle all 24-volt wires at 10-foot intervals with electrical or duct tape. 4.Items deemed not acceptable by Consultant shall be reworked to the complete satisfaction of Consultant. c.Pressure Regulator-Plastic/Fiberglass construction,preset type with pressure setting per drawings. c.Provide an expansion loop at pressure supply line angle fittings,every electric control valve location(in valve box),and at minimum 500 feet intervals. Form expansion loop by wrapping wire at least 8 times around a 1-inch pipe and withdrawing pipe. 5.If after request to Consultant for a walk-through for Final Completion of the irrigation system,Consultant finds items during walk-through to be deficient, Copper Pipe and Fittings: d.Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method. Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor,in amount equal 1.Copper Pipe-Type K hard tempered. e.Install control wire splices not occurring at control valve in a separate splice valve box. to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance 2.Fittings-Wrought copper,solder joint type. f.Install one control wire for each control valve. with Contract Documents. revisions: 3.Joints-Soldered with solder,45%silver,15%copper, 16%zinc,and 24%cadmium and solids at 1125 F and liquids at 1145F. g.Run 2 spare#14-1 control wires from controller pedestal to last electric control valve operated by controller on each and every leg of pressure 3.05 ADJUSTING 0 supply line. Label spare wires at controller and wire stub box. Loop a minimum of 24"from all spare wires inside every control valve box operated by Brass Pipe and Fittings: controller. Upon substantial completion of installation,fine-tune entire system by regulating valves,adjusting spray patterns and breakup arms/screws,and setting pressure 1.Brass Pipe-85%red brass,AMSI Schedule 40 screwed pipe. reducing valves or throttling electric valve flow control stems to proper pressure settings to provide optimum and efficient coverage. Flush and adjust all sprinkler heads h.Run all future control wires from controller pedestal to point indicated on drawings. Coil a minimum often(10)feet at termination and install in 10" for optimum performance and to prevent overspray onto walks,roadways,and buildings as much as possible. Heads of same type shall be operating 2.Fittings-Medium brass,screwed 125 pound class. round valve box. Label all wires at termination. o at same pressure+/- /o 7 . project#: Quids Coupling Valves-Brass two-piece bod desk designed for working pressure of 150 FRC007 p gy g g p psi,operable with quids coupler. Equip quids coupler with 2.High Voltage Wiring for Automatic Controller If it is determined that irrigation adjustments will provide proper and more adequate coverage,make such adjustments prior to Final Acceptance,as directed, locking rubber cover(purple for reclaimed water if specified). a.Provide 120-volt power connection to automatic controller. at no additional cost to Owner. Adjustments may also include changes in nozzle sizes,degrees of arc,and control valve throttling. scale: N/A Valve Boxes: Automatic Controller. All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated. issued for. Note: All box covers for reclaimed water systems shall be purple colored,and marked for reclaimed. 1.Install controller in accordance with manufacturers instructions as detailed and where shown on Drawings. 3rd CVWD Review Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no EC 2.Connect remote control valves to controller in numerical sequence as shown on Drawings. ""�' ' drawn by: 1.Drip Line Blow-out Stubs,and Wire Stub Box-Carson#910-12. additional cost to the Owner. 3.Final location of controller shall be approved by Consultant prior to installation. F,: �� Team 2.1-inch through 2-inch Control Valves-Carson#1419-13B. + `{ t .. ,. 4.Each controller shall have a dedicated separate ground wire and surge protection. date: 3.Drip Valve Assemblies-Carson#1419-136. 5.Above-ground conduit shall be rigid galvanized with appropriate fittings. Below-ground conduit shall be Schedule 40 PVC. 3.06 CLEANING 4.Control Wiring Splices-Carson#910-12. Maintain continuous cleaning operation throughout duration of Work. All trash or debris generated by installation of irrigation system shall be property disposed of c�iuJOc ways s:_ 'r 01/23/06 5.Main Line Gate Valves-Carson#910-12. Quick Coupler Valves: by Contractor off-site. drawing: CV W D SIGNATURE BLOCK Irrigation Specifications 6.Air-Relief Valves-Carson#1419-13B. Install quick couplers on double swing joint assemblies of Schedule 80 PVC piping;flush to grade. Angled nipple relative to pressure supply line shall be 7.Manual Drain Valves-Carson#1419-13B. no more than 45 degrees and no less than 10 degrees.Install quick coupler as detailed. 8.Pressure Reducing Valves-As shown on detail. These plans have been reviewed`by the Coachella Valley Water District in Drip Valve Assemblies-Install drip valve assembly as detailed. accordance with Water Code Title 7,Division 1,Chapter 3,Article 70.3, Section 65597 et seq.requiring efficient landscape and irrigation design in sheet # Drip Emitters-Install drip emitters as detailed. cooperation with the local governing agency(City or County). 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way.Trees,plants,walls and permanent structures of any kind may not be planted or installed in CVWD L702 and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 13 of 13 Date: Water Management Supervisor Development Service Supervisor ICopyright®20M by Greey I Pickett Professional Corp.