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Stone Eagle (Clubhouse)
C Au ONE E LE ST C LU B H U U S E . (SEE IFICATIONs FOR ADDITIONAL INFORMATION) 00 . TES: (CONTINUED) ABBREVIATIONS: DEVELOPER / OWNER �'-' � � � oGENERAL NOTES: GRADING GENERAL NOTES: PLANTING GENERAL NO = N 23.ALL SPECIMEN TREES TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT OR OWNER'S @ = AT R = RADIUS LOWS DEVELOPMENT g 1. THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, DETAILS AND 1. CONTRACTOR IS TO REVIEW THE SITE/N THE FIELD PRIOR TO BIDDING TO DETERMINE THE REPRESENTATIVE.SEE PLANT MATRIX SHEETS L2.1 THROUGH L2.3. R = PROPERTY LINE RG = ROUGH GRADE "' o o SPECIFICATIONS ARE INTENDED TO FACILITATE THE INSTALLATION CONTRACTOR BY EXTENT OF FINE GRADING ACTIVITIES REQUIRED. 74-00 7 RESERVE DRIVE o- b t a = CENTER LINE SHT = SHEET PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. IT IS THE GOAL OF THE DOCUMENTS 24.ALL QUANTITIES SHOWN IN PLANT LEGEND ARE FOR THE LANDSCAPE ARCHITECTS' q d a THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES SHOWN 2. CONTRACTOR SHALL GRADE TO MAINTAIN POSITIVE DRAINAGEAWAY FROM ALL ESTIMATING PURPOSES ONLY AND ARE NOT GUARANTEED. CONTRACTOR SHALL PREPARE EA = EACH SIM = SIMILAR INDIAN WELLS, CA 92270 a, . 01 IN THE DOCUMENTS ARE ESTIMATES ONLYAND ARE NOT GUARANTEED; THE CONTRACTOR RESIDENCES. REVIEW ENGINEERS PLAN FOR DRAINAGE HIS OWN QUANTITIES TO FULFILL THE INTENT OF THE DRAWINGS. QUANTITIES LISTED REFLECT EJ = EXPANSION JOINT STA = STATION PHONE:(760)674-2262 b o SHALL SUPPLYALL MATERIALS, LABOR AND EQUIPMENT IN ORDER TO FULFILL THE DESIGN TOTAL QUANTITIES FOR THE PROJECT AND ARE NOT SPECIFIC TO EACH SHEET. EQ = EQUAL TIC = TOP OF CURB INTENT. 3. FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT. FAX: (760) 837-4848 o e HALL DE 8Y THE'AUTHOR"OR ARCHITECT SHALL APPROVE PRIOR TO PLANTING. 25. THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES LOCATED IN TURF FG = FINISH GRADE TF TOP OF FOOTING 2. INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL SE MA 4. LANDSCAPER C FL = FLOW LINE TP = TOP OF PILASTER CONTACT: NIZAR FARHAT o q 00 c AREAS. •� 'ARCHITECT/ENGINEER-OF-RECORD"OF THE RESPECTIVE DOCUMENT AND SHALL BE FS = FINISH SURFACE TR = TOP OF RETAINING CONSIDERED FINAL. ANY POSSIBLE AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE 5. GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING. 26, CONTRACTOR TO PRO VIDE AGRONOMY TESTING FOR THIS SITE AND COMPLY WITH GRD BRK = GRADE BREAK TSW = TOP OF SIDEWALK CONTRACTOR PRIOR TO SUBMITTING FORMAL BIDS. ALL CLARINCATIONS SHALL BE PREPARED IN WRITING BY THE'ARCHITECT/ENGINEER-OF-RECORD"PRIOR TO BIDDING. THE AJ FINE GRADING OF EXISTING ROUGH GRADES IS REQUIRED TO TESTING LAB'S RECOMMENDATIONS FOR BACKFILL MIX. HP = HIGH POINT TV = TOP OF VIEW WALL CONSULTANT TEAM CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE PROVIDE SMOOTH, EVEN GRADE TRANSITION/N LANDSCAPE AREA. MAX = MAXIMUM TW = TOP OF WALL 'ARCHITECT/ENGINEER-OF-RECORD"AS THE CORRECTAND FINAL INTERPRETATION. B) CREATION OF LOW MOUNDS INTHESTREETLANDSCAPEAND HARDSCAPE GENERAL NOTES: MIN = MINIMUM TYP = TYPICAL LANDSCAPE ARCHITECT COMMUNITY OPEN SPACE AREAS. NIC = NOT IN CONTRACT 0.00 = PROPOSED GRADE 3. ANY INCIDENTAL INSTALLATION PROCEDURE, MATERIAL OR EQUIPMENT, NOT MENTIONED 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 8E NATURAL GRAY IN COLOR UNLESS NOTED NTS = NOT TO SCALE (0.00) = EXISTING GRADE GREEY/ P/CKETT f WHICH MAY BE NECESSARY FOR COMPLETION AND SATISFACTORY OPERATION OF THE OTHERWISE. 7507 E. MCDONALD DRIVE, SUITE B ^ DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED (AS BASED ON INDUSTRY STANDARDS) A) TURF AND ANNUAL AREAS(6"DEPTH). 2.ALL CONCRETE LANDSCAPE HEADERS SHALL BE NATURAL GRAY IN COLOR UNLESS SCOTTSDALE, ARIZONA 85250 AS THOUGH SHOWN OR PROVIDED FOR. 8) PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL). NOTED OTHERWISE INFORMATION ARE BASED ON PLANS PREPARED BY' 7. THE CONTRACTOR/S RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE -APPROVED - PHONE: (480J 609-0009 4. EXISTING CONDITIONS AND BASE!NFOLandscape 'THE KEITH COMPANIES"(TKC). AT NO ADDITIONAL COST TO THE OWNER. 3.ALL HARDSCAPE ELEMENTS, WHETHER OR NOT GRAPHICALLY REPRESENTED ON THESE Lan ca a Retro-Fit Plan FAX. (480) 609-0068 SHEETS,SHALL MAINTAIN THE SAME SPEC/F/CATIONS AS DESCRIBED ON THIS SHEET CONTACT: RICK SCHWARZ 5. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWING ARE APPROXIMA TE. 8. ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS UNLESS NOTED OTHERWISE. Reviewed BY: Lan NEITHER THE OWNER, NOR THE LANDSCAPE ARCHITECT, NOR THE LANDSCAPE ARCHITECT'S SPECIFIED IN PART 2 OF THE PLANTING SPECIFICATIONS.AGRONOMY TEST SUBMITTALS ARE s 4. RE FER TO CIVIL PLANS PREPARED BY'THE KEITH COMPANIES (TKCJ"FOR ALL DateM CIVIL ENGINEER SUB CONSULTANTS ASSUMES ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN REQUIRED FOR ALL MATERIAL USED FOR TOPSOIL AND BACKFILL.SUBMIT REPORT TO INFORMATION REGARDING ASPHALT AND CURB/GUTTER CONSTRUCTION. OR NOT IN THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LANDSCAPE ARCHITECT FOR REVIEW. CIW of PALM DESERT THE KEITH COMPAN/ES (TKC) EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS MAINS. SPECIAL PRECAUTIONS 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN AGRICULTURAL SUITABILITYAND 5.ALL DETAILS SHALL BE REVIEWED BYA STRUCTURAL ENGINEER AND MODIFIED (IF EPUBLIC WORKS DEPT. 73733 FRED WARING DRIVE, SUITE 700 CAL� SHALL BE TAKEN WHEN INSTALLING TREES NEAR EXISTING ELECTRICAL SWITCH PADS AND CHEMICAL ANALYSIS OF PROPOSED IMPORT SOIL. NECESSARY) PRIOR TO CONSTRUCTION. PALM DESERT, CA 92260 .a UTILITY EASEMENTS. 10. FINISH GRADE REFERS TO TOP OFSOIL ELEVATION WITHOUT GRAVEL MULCH 6. EXPANSION JOINTS IN CONCRETE PAVING SHALL BEA MAXIMUM OF201-011APART PHONE (760) 346-9844 8 6. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS (DECOMPOSED GRANITE/DESERT COBBLE). UNLESS NOTED OTHERWISE ON THE PLANS. A SUPPLEMENT TO THE WRITTEN SPECIFICATION,APPROVED ADDENDUMS,AND THE CHANGE FAX: (760J 346-9368 ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION DOCUMENTS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL METAL FABRICATIONS FOR VICINITY MAP: N•TS•N.T.S. CONTACT.• BERNY ZAMBRANA 7.SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE PLANS OR SHOULD REVIEW BY OWNER AND LANDSCAPE ARCHITECT. LAYOUT & POTHOLING: THERE BERNY DISCREPANCIES HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR B. GRIND ALL WELDS SMOOTH. ' CLARIFICATION BEFORE PROCEEDING FURTHER. 1. CONTRACTOR IS REQUIRED TO ADEQUATELY POTHOLE TO DETERMINE EXACT LOCATION C- 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 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 METALWORK.SAMPLE FINISH WILL BE PROVIDED BY L.A. R DISCUSSED IN PRE-BID. IHOMESTEADCODES AND/OR ORDINANCES. ARE PLANTED AND IRRIGATION INSTALLED. O ROAD SHEET INDEX � 1 9. THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFdC CONTROL ALONG PUBLIC 2. VERIFY CONDUIT SWEEPS PRIOR TO DIGGING TREE PITS AROUND ALL UTILITIES. STREETS, IF REQUIRED, DURING INSTALLATION. G�P�DR COVER SHEET L0. 1 CITY OF PALM DESERT NOTES: SITE PLAN/SHEET LAYOUT 10.IT IS THE CONTRACTORS RESPONSIBILITY TO REPORT TO THE OWNERS AUTHORIZED PLANTING GENERAL NOTES: > ' Sao o �, GRADING PLAN L2. 1 REPRESENTA TIVE AN Y DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS PRIOR TO INSTALLATION OF THE WORK. 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 CLUBHOUSE PLANT MATRIX L3.0 INSTALLATION. FIELD CONDITIONS AND OBSERVATIONS. � 11. BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT PLANTING PLAN L3. 1 WITH THE LANDSCAPE ARCHITECT AND/OR THE OWNERS AUTHORIZED REPRESENTATIVE. THE 1, LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY - - LANDSCAPEARCHITECTAND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE PLANT MATERIALS HE DEEMS UNACCEPTABLE. SEESPECIFICATIONS. IRRIGATION MASTER PLAN 14.0 ANY OR ALL CHANGES PRIOR TO THE START OF WORK. O IRRIGATION PLAN L4. 1 2.ANYAND ALL SUBSTITUTIONS TO BEAPPROVED BY THE LANDSCAPE ARCHITECT. PLANTING DETAILS L5. 1 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE O Q CONDITIONS. BIGHORN MOUNTA/ S BIGHORN CANYONS 43 3. GROUNDCOVER, DECOMPOSED GRANITE, DESERT COBBLE AND/OR GRANITE RIP-RAP GOLF CLUB GOLF CLUB N.T.S.' IRRIGATION DETAILS L6. 1 - L6.2 SHALL EXTEND UNDER SHRUBS UNLESS OTHERWISE NOTED ON PLANS. SPECIFICATIONS L7. 1 - L7.2 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS .r,_, ASSOCIATED WITH HIS/HER WORK. LOWE DEVELOPMENT SHALT. NOT REIMBURSE FOR THE 4. LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OTHER C-) � V COST OF PERMITS. OBSTRUCTIONS. 14. THE CONTRACTOR SHALL NOTIFYALL UTILITY COMPANIES, WITH UTILITIES ON SITE, PRIOR 5. FINAL LOCATION OFALL PLANT MATERIAL SHALL BESUBJECT TO THEAPPROVAL OF THE PROJECT SITE MAP: TO THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL OWNER'S AUTHORIZED REPRESENTATIVE. _ APPLICABLE LOCAL,STATE,AND OR FEDERAL LAW OR REGULATIONS PERTAINING TO THE ALK !�_ MAINTENANCE PROJECT. 6. PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO W \\\ CONFIGURATIONS THAT DIFFER FROM THESE PLANS, OR BECAUSE OF GRADE LIMITATIONS _.-------/�_r' r'�r sAcs cENrER 15. CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER CONTRACTOR'S ON SITE, CONCEPT PT STATEMENT: \ f CONSERVATION CO C �__ __ ._, ;,>, _ = MA,NENTRY WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE WATER C O S ten, LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH 7. FINISH GRADE OF ALL PLANTING AREAS IS TO BE 2"BELOW ADJACENT PAVING. MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNERS AUTHORIZED �> PROJECT SITE: STONE EAGLE TRACT OR PARCEL NUMBER: 30438 - ONE cuAeD HousE / ; REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE. 8. WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE HOLE DOES NOT ° - $� `' �/�`7i ' y 4 DRAIN, DO NOT PLANT,SEE HARDPAN DETAIL. PROJECT LOCATION: 48099 HWY74 PALM DESERT, CA. 92260 �L• n ( ` A I 16. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING 8 FROM DAMAGE THROUGHOUT CONSTRUCTION. RESIDENnAL:. ��,� ccuer+ousE ) <` IMPROVEMENTS AND THE PUBLIC 9. CONTRACTOR SHALL BE RESPONSIBLE FOR FULL IRRIGATION COVERAGE OFALL PLANT LANDSCAPEARCHITECT: GREEY I PICKETT MATERIAL. RESPONSIBILITY FOR ANY DAMAGES IMPOSED, C ATES IRRIGATION CONSULTANTS 17. CONTRACTOR SHALL ASSUME FULL IRRIGATION DESIGNER: O UNINTENTIONALLY OR ACCIDENTALLY TO EXISTING UTILITIES,STRUCTURES, WALLS, OR OTHER 70. REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS O� E CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR R SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND R, LAND CONCEPTS, INC. O� AMENITIES DUE TO THE ACTION OF THE LANDSCAPE CONTRACTOR CONTRACTOR., THE CONTRACTORS SUBCONTRACTORS. DAMAGE OCCURRED DURING THE CONTRACTOR'S NOT IMPAIRED WITH OBSTRUCTIONS l + ' . OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, TO THE INCLUDED IN THIS PROJECT SUBMITTAL PACKAGE ARE. (CHECK TO INDICATE COMPLETION) SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE: 11.ACCURATE LAYOUT OF TREES IS ESSENTIAL. PAINT LOCATION OF TREES IN LANDSCAPE a ATIVE APPROVE PRIOR TO DIGGING HOLES. AREA AND HAVE OWNER S REPRESENT �1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 18.STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. CONVENTIONAL LANDSCAPE: 1527 100 CU. FT./YEAR 72. CONTRACTOR SHALL ADD TOPSOIL AMENDMENTS IN TURFGRESS AS SPECIFIED IN PART +RECREATIONAL TURFGRASS LANDSCAPE, 0 100 CU. FT./YEAR(IFAPPLICABLE) 19.MATCH GRADES, LAYOUT AND ELEVATIONS OF ADJOINING LANDSCAPE WORK BY 2 OF THE PLANTING SPECIFICATIONS. REFER TO PLANTING SPECIFICATIONS FOR FURTHER MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 1527 100 CU. FT./YEAR BA,1,q p OTHERS. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS 13EFORE PROCEEDING WITH INFORMATION ON SOIL PREPARATION AND SOIL MIXES. A TR. CONSTRUCTION. COORDINATE WITH CONCRETE WORK AND SIGN WORK OCCURRING �2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: } 1 ti 1 F ,.� - revisions: SIMULTANEOUSLY WITHIN THE PROJECT LIMITS. 13.ALL HYDROSEED PLANTING AND ANY DISTURBED AREAS TO RECEIVE FINE GRADED TURFGRASS HYDROZONES:_0 100 CU. FT./YEAR NATURAL SOIL AND DESERT COBBLE TO REPRESENT THE NATURAL DESERT FLOOR ADJACENT I --F exrsnNc THE CONTRACTOR SHALt PREPAREA RECREATIONAL TURFGRASS HYDROZONES: 0 100 CU. FT./YEAR � I ' tz�SrDeN1tA[ Q 20. IN ADDITION TO SUBMITTING MATERIAL SAMPLES, TO THE PROJECT. VERY LOW PLANT HYDROZONES: 0 700 CU. FT./YEAR REsraENnAe 4'X4'SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION MATERIAL,LE.,A) CONCRETE LOW PLANT HYDROZONES: 496 100 CU. FT./YEAR PAVERS, B) EXPOSED AGGREGATE PAVING, C) INTEGRAL COLORED CONCRETE, ETC., FOR 74. CONTRACTOR SHALL APPLY 11 PERMEONIf OR APPROVED EQUAL TO MATCH ALL ROCK MEDIUM PLANT HYDROZONES: 424 100 CU. FT./YEAR APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE OUTCROPPINGS AND AREAS DISTURBED BY GRADING/CONSTRUCTION EQUIPMENT WITH THE HIGH PLANT HYDROZONES: 44_700 CU. FT./YEAR �O � PROJECT TRACT NUMBERS.'GF �.-- Tyroject#: PRIOR TO FINAL CONSTRUCTION. ADJACENT NATURAL DESERT VARNISH. WATER FEATURES: D 100 CU. 1-7./YEAR r'f' w - 30438 (ENTRY, CLUBHOUSE, LAKE EDGE) LRC007 OTHER 0 0 700 CU. FT./YEAR ! Z Jl 15. CACTI TO BE PLANTED 3'MINIMUM AWAY FROM ALL PEDESTRIAN ROUTES. ESTIMATED ANNUAL TOTAL APPLIED WATER USE. 964 100 CU. FT./YEAR O ' �� / scale: J/A d for DESERT COBBLE AND GRANITE RIP-RAP: 16. CACTI TOBE WELL ROOTED,NONSCARREDPLANTS. 3. EATAWU<MAAWA I p � _ , � ` / issueIEW R. E-I 1 c CITY REVIEW ANGULAR GRANITE RIP 17. CACTI TO BE PLANTED TO MAINTAIN ORIGINAL SOLAR ORIENTATION. r) O NORrrI �-�`"- `- drawn b �4. LANDSCAPE DESIGN PLAN Q , N.T.A TEAM 1.INSTALL GRANITE RIP-RAP IN ALL DRAINAGE SW AND WHERE INDICATED ON PLANS. I8. IF CACTI VARIETIES OR QUALITY ARE NOT AVAILABLE WITHIN THE COACHELLA VALLEY, V/ 5. IRRIGATION DESIGN PLAN date: TYPICAL.SIZE OF RIP-RAP SHALL BE 3'=6",SIZED. REFER TO MATERIALS SCHEDULE FOR COLOR THE CONTRACTOR WILL ACQUIRE THEM FROM ARIZONA AND DELIVER THEM TO THE SITE. SUBMITTALS / REVISIONS 04112106 OF GRANITE RIP-RAP. CONTRACTOR SHALL SUBMITSAMPLES TO LANDSCAPE ARCHITECT FOR 6. GRADING DESIGN PLAN(SEPERATESET BY TKC) drawing: REVIEW AND APPROVAL PRIOR TO INSTALLATION. 79. ALL CACTI ARE TO BE HAND WATERED AS REQUIRED FOR THE DURATION OF THE �IJ�LIC "K^ _._ MAINTENANCE PERIOD. ANY PLANT MATERIAL IN THIS CATEGORY THAT DIES DUE TO DER AP CVWD SIGNATURE BLO K � C,;-� ,,FF�.L,�C"� rSheet 7. SOIL CHEMICAL ANALYSIS (OPTIONAL) NATIVE DESERT COBBLE IMPROPER WATERING SHALL BE REPLACED WITH SAME VARIETY AND SIZE OF CACTI BY THE 0 041XXI06 1 ST CITY REVIEW CONTRACTOR AT NO ADDITIONAL COST. DESCRIPTION OF PROJECT:(BRIEFLY DESCRIBE THE PLANNING AND DESIGN ACTIONS THAT Q - _ These plans have been reviewed`by the Coachella Valley wc`er District in 1. THE LANDSCAPE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND SPREAD A NATIVE ARE INTENDED TO ACHIEVE CONSERVATION AND EFFICIENCY IN WATER USE.): 0 - - accordance with Water Code'title 7,Division 1,Chapter 3,Arficie i DESERT COBBLEMIXTURE. AN EXAMPLEAREA WILL BE PROVIDED AT THE PRE-BID MEETING 20. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON oig FOR REVIEW. DRAWINGS. - Section 65597 et seq.requiring efficient landscape and irrigation design in sheet # 0 - cooperation with the local governing agency(City or County). 'THE LANDSCAPE DESIGN PLANS FOR STONE EAGLE FOCUSES 2. NATIVE DESERT COBBLE/S REQUIRED IN ALL PLANTING AREAS EXCEPT AREAS OF TURF 21. LANDSCAPE CONTRACTOR/S RESPONSIBLE FOR GRADING ALL AREAS AT THE DIRECTION AL THE CREATION NATURAL HABITAT BY USING THE COACHELLA VALLEY PLANT PALETTE IN ALL MAJORR -OPEN 0 - 'Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-noway.Trees,pants,walls and AND GRANITE RIP-RAP. REFER TO PLANTING PLANS. OF THE LANDSCAPE ARCHITECT TO CREATE A NATURALLY UNDULATING GROUND PLANE. SPACES ON-SITE.AS SUCH, WATER USAGE FOR MOST PLANT MATERIAL WILL MATCH NATIVE permanent structures of any kind may not be planted or installed in CVWD SEE CIVIL ENGINEERING PLANS. VEGETATION/N ADJOINING NATURAL AREA OPEN SPACES." and USBR easements t rrigh CV way without first obtaining an ermit 22. TREES SHALL BE PLANTED A MINIMUM OF 10'-0"FROM STREET LIGHTS/FIRE HYDRANTS, encroachment p from wD. I of 12 3. THE CONTRACTOR/S RESPONSIBLE FOR VERIFYING NATIVE DESERT COBBLE/ANGULAR 6'-0"FROM EDGE OF UNDERGROUND PIPELINES AND A MINIMUM OF 5'-0"FROM WALKS, Date: GRANITE RIP-RAP QUANTITY WITH OWNER AND SECURING AMOUNT REQUIRED. CURBS AND WALLS. SHRUBS SHALL BE PLANTED A MINIMUM OF X-C'FROM CURBS AND Water Management Supervisor WALKS. DATE: 4-7-06_PREPARED BY. ALLEN GEORGE, COATES IRRIGATION CONS nit, Development Service Supervisor Copyright®2003 by Greey I Pickett Professional Corp. SITE PLAN SHEET LAYOUT 1'A' _A E 00 01 0 > 01' r7 F 10 7— cc) ol to) A 7--b /7- 141r/5 V, oe V10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IF 1 1 .. . ........,............. . . . . . . . . . . . N- 00F ol V., oo o owo� ;oo,"o C3 C /7 C3 7-� ov hr as (1) C3 P.T Q C#) 4 0 000 U 3 ————— PLANTING SHEET INDEX: SHT#: DESCRIPTION: 7 L3.0 - PLANT MATRIX: CLUBHOUSE PLANT - - - - - - - - - - - - - - - - - - - - - - - - - - - - ZONES g L3.1 CLUBHOUSE PLANTING AREA V'. K E Y M A P (SEE SHEET L3.0 FOR MASTER KEY MAP) N.U. revisions: 6. MMWEW.MNVNP� 41 Y 35-i A A ro ct#: R8007 scale: Per Plan RECEIVED ssued for I st CITY REVIEW drawn by: J- TEAM PUBLIC WORKS DEPARTMENT 0 date: CITY OF PALM DESERT 4112106 drawing: CVWD SIGNATURE BLOCK Site Plan Sheet Layout These plans have been reviewed*by the Coachella Valley Water District in accordance with Water Code ritle 7.Division 1,Chapter 3,Article 70.3, I-Si Section 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). sheet# *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rlghft-of-Way.Trees,plants,walls and permanent structures of any Jdnd may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. 2 of 12 Date:- 0 100 200 300 Water Management Supervisor Scale: I 100'-0" Development Service Supervisor copyright Q 2003 by Pickett Professiond Corp. C—Y I i MATCHLINE-SEE BELOW LEFT 6 STREETS CAPE & LAKE `\ I ,;;652 EDGE .. \ \ ; z / \ / $EE STREETSCAPE & LAKE EDGE \ , — a) i l \� i THIS AREA _ a LANDSCAPE P-CANS PREPARED BY 'QC �.\ ,, .� / i � I� SHOWN ONLY \ GREEY: PIGKETT. / FOR GRA t O�QfR i DING �- / , ``i 648 /r11� / • / • / / •�;► � .\ �� Z y \ v� v,,'' �J�Y/� ���� �� �-�� SEESTREETSCAPE & LAKEEDGE �� LU co `J > > LANDSCAPE>PLANS PREPARED BY ' _ CD J q N -\ \ \ , , GREEY PICKETT FOR LANDSCAPE: J (� o > v b 0 O1 1 \ \ \ \ \ \ - Vv \ \ \ \ \\\ \� \ \ \ \\ J W .�" i. ao \ 644 `\ \ TL _L 658 n 'I _ A / a , . ,� �t ` ; a �� \ 630 660 v �� vvv , v / \ / /fF\ , ' \ \, ` \�\\ \ b42 �� 632 628 662' `� 65 u, , 1 �,3 3 63IOf \ \ \ 1 634 .� 6681 , rjr FI I, li \ 01) \ c�, 66 652 \ ' Lo MEM 7\ " R �, LIMIT OF CONSTRUCTION - �9� 648. �' . . ac M�F \ \ Ofi i ICE LAKE.,: EDGE SEE STREETSCAPE & LAKE EDGE LANDSCAPE PLANS PREPARED:BY V) REEY PICKETTCL 660. / a J /\ i \` i \ , CLUBHOUSE AND ASSOCIATED AMMENITIES � � ' � ; " , `, ,� � ', � \ O \\\ (BY OTHERS) / - _ -�-� \ �� U U \ F.F. 49,5 \ - Q /\ i EXISTING ROCK - , \ \ 656 OUTCROPPING 1654 \ \ NOTE. 652 \ PER C.V.W.D.,THE CONTRACTOR SHALL ' t ` ` NOT INSTALL ANY PLANT MATERIAL ` WITHIN 10'-0" OF THE EDGE OF THE �•- � � � `` ••; � FLOOD CONTROL CANAL. \ 4 \ \ \ \ Scale: 1" = 20'-0" K E Y M A P (SEE SHEET L3.0 FOR MASTER KEY MAP) \ N.TS, revisions: i� \ �► � \ \ \ / \, ` �� • \ \ CS project#• � R 007 `� ?--'� \ \ / scat Per Plan _ J �\ \ 656 _ _ / i \. \ ,,��- \ \ \ \ /;� THIS , \ � ( / � / issued for. RECEI V ED I st CITY REVIEW \� \\ � \ \ \ � '\ . ;- / �'\• \` `-- - ,--- � � •\\ ,, % % � l/ � / � i � -,., t r r SHEET drawn by: - ,J TEAM `f \ \ \\\ \ �•, \\ \ /'' / \ / ' - \ �\ \\ \ /� % / / // �� I /// date' t C,�. \\ \ \\ 1,\ ,\ �` --\ ' , / '`✓ ` . j �UG�,prt `\ `\, \ /!�' % �/ % �;' 04112106 c / / / / / \ \� , \ \, \,,,•`\ / \ ,�.,.._ V ,•\ 1 /ice / / i \. \,, �\.. / / PUBLIC WORKS DEPARTMENT \ \ \ r CVWD SIGNATURE BLOCK Grading Plan / CITY OF PALM DESERT Jrawin9 /`� I / i \ \ \ \ ) ) 642 \ / / / These plans have b56.1 een reviewed by the Coachella Valley Water District in I �\ l �f l ` \ � Q � r / / �\ accordance with Water Code Title 7,Division 1,Chapter3,Article 10.3, '•,\ , \ \ ` 648 / \\ Section 65597 et se requiring efficient landscape and iRi ation design In � / � ` / / SIRE / i / / /� \ 4• G g p 9 9 � \ \\ \ \\ \ . 650` %% E 'SCApE LAKE Q / cooperation with the local governing agency(City or County). Sheet# i \ \ \`,\\ ? / / '644 i 64 - i Girr g g 9 Y( tY t \ / / \ Approval of this drawing by CVWD Staff does not constitute approval to "� EDGE encroach into district and USSR Rights-of-Way.Trees,plants,walls and I x \ / �j / /� \, permanent structures of any kind may not be planted or installed in CVWD 640 ��'� SEE:STREETSCAPE & LAKE EDGE n L2 . 1\ ~ / ��_ 9,/ �j ��i ��-� and USSR easements or right-of-way without first obtaining an \ \ \ encroachment permit from CVWD. LANDSCAPE PLANS PREPARED BY> 3 of 12 M I 1 / \ _---. / � / �- / \ Date: C H L I M:1 E-SEE A B Q V E ___- _____�, _� �- ,�/'� G R E EY P I C K ETT Water Management Supervisor RIGHT - �" �/ Development Service Supervisor Copyright©2003 by . (REFER TO PLANTING SHEET L3.1 , � � PLANT MATRIX."CLU BHOUSE" PLANT ZONES Native Palette FOR PLANT ZONE LOCATIONS) 0 c N u v a H � r- N CO) et N 140 1,-. 00 STONf. �AV U U ar _ _ _ _ _ _ F... O o U U U U U V V U U Total 4- 0.479 Ac. 0.118 Ac. 0.119 Ac. 0.082 Ac. 0.118 Ac. 0.187 Ac. 0.375 Ac. 0.050 Ac. 1.478 Ac. ~ Botanical Name Common Name 20,851 s.f. 5,128 s.f. 5,191 s.f. 3,589 s.f. 5,153 s.f. 8,134 s.f. 16,346 s.f. 2,164 s.f. 64,392 s.f. i•U v o e Water N o0 NOTE: Usage Trees(FIELD LOCATED)NOT APPLICABLE Size Plant Quantities Remarks U E 00o 1. PLANT SYMBOLS d a L Cercidium floddum Blue Pale Verde per plan 100 10,000 3 1 1 1 1 1 2 1 11 From Salvage or as noted per plans - O M z o REPRESENT SPECIMEN U. ° 0 L Cercidium microphyllum Foothills Palo Verde per plan 100 10,000 3 1 1 1 1 1 2 1 11 From Salvage or as noted per plans CL V �' a MATERIAL. ADDITIONAL M Chilopsis linearis Desert Willow per plan 100 10,000 � � 7 1 1 1 � i 17 Ac nor min mitinntinn rpryt tiramanfc � � n � a CONTAINERIZED L Olneyatesata Ironwood per plan 100 10,000 MATERIAL, AS M Prosopis alba"Colorado" Colorado Mesquite per plan too 10,000 (TREES INSTALLED E INDICATED ON SHEET M Proso is landulosa Hone Mesquite w 4) d c No P 9 Y q per plan 100 10,000 � L , SHALL BE FIELD M Prosopispubescens Screw bean Mesquite per plan too 10,000 � •, ,,,,,,,, ,,,,, ,, ,^, o n o hCO LOCATED. M Prosopis velutina Native Mesquite per plan 100 10,000 3 1 1 1 1 1 2 1 11 From Salvage or as noted per plans '� a v H Washingtonia fllifera California Fan Palm 15 gat 100 10,000 3 1 1 1 i 1 2 1 11 � H Washingtonia filifera California Fan Palm 20'min 100 10,000 3 1 1 1 1 1 2 i 11 0) Total number of plants per zone 30 10 10 10 10 10 20 10 110 NOTE: Average on center spacing per zone in feet 26 23 23 19 23 29 29 15 V 2. HATCH PATTERN '� INDICATES AREA OF Large Shrubs Size Plant Quantities Remarks NATIVE REVEGETATION ti L Acacia greggii Cat's Claw Acacia 5 gal 50 2,500 9 3 3 2 3 4 7 1 32 From Salvage or as noted per plans FROM CONTAINERIZED L Calliandra califomica Red Fairy Duster 5 gal 35 1,225 18 5 5 3 5 7 14 2 59 PLANT MATERIAL. L Celtis pallida Desert Hackberry 15 gal 60 3,600 6 2 2 1 2 3 5 1 22 F� L Cordla botssieri Texas Olive 15 gal 50 2,500 9 3 3 2 3 4 7 1 32 L Daiea(Psorothamnus)spinosa Smoke Tree 15 gal 50 2,500 9 3 3 2 3 4 7 1 32i ® L Daiea(Psorothamnus)spinosa Smoke Tree 24"box 50 2,500 9 3 3 2 3 4 7 1 32 • L Hypfis emoryii Desert Lavender 15 gal 50 2,500 9 3 3 2 3 4 7 1 32 L Hyptis emoryii Desert Lavender 24"box 50 2,500 9 3 3 2 3 4 7 1 32 • • L Justicla caltfomica Chuporoso 5 gal 35 1,225 18 5 5 3 5 7 14 2 59 L Lorrea tridentate Creosote Bush 15 gal 25 625 34 9 9 6 9 14 27 4 112 From Salvage or as noted per plans Qr CAL% •• L Larrea tridentata Creosote Bush 24"box 25 625 34 9 9 6 9 14 27 4 112 From Salvage or as noted per plans M Muhlenbergla tindheimeri Autumn Glow'Deer Grass 5 gal 65 4,225 5 2 2 1 2 2 4 1 19 • ; M Rhus ovata Sugar-Bush 5 gal 50 2,500 9 3 3 2 3 4 7 1 32 M Salvia clevlandit Chaparral Sage 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 ..... L Simmondsia chinensis Jojoba 5 gal 30 900 24 6 6 4 6 10 19 3 78 L Simmondsia chinensis Jojoba 15 gal 30 900 24 6 6 4 b 10 19 3 78 M Tecoma stans'orange jubi►ee' Tecomo SP.'Orange Jubilee 5 gal 45 2,025 11 3 3 2 3 5 9 2 38 Medium Shrubs Size Plant Quantities Remarks � O L Anisacanthus thurberi Desert Honeysuckle 5 gal 50 2,500 9 3 3 2 3 4 7 1 32 M Bebbie juncea Sweet Bush 1 gal 50 2,500 9 3 3 2 3 4 7 1 32 T L Buddleja(buddleja)marrubifolta Wooly Butterfly Bush 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 V • •• L Cordia parvifolia Little Leaf Cordla 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 M Delea frutescens'sierra Negra' Doleo'Cerro Negra' 5 gal 30 900 24 6 6 4 6 10 19 3 78 � L Encilia fadnosa Brit+lebush 1 gal 35 1,225 18 5 5 3 5 7 14 2 59 M Erigerron divergens Fleabane 1 gal 40 1,600 14 4 4 3 4 6 11 2 48 V L Hymenoclea salsola Cheese bush 1 gal 50 2,500 9 3 3 2 3 4 7 1 32 L Leucophyllym laevigatum Chihuahuan Sage 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 Q� M Lotus rigidus Desert Rock Pea 1 gal 35 1,225 18 5 5 3 5 7 14 2 59 M Muhlenbergla dgens Deer Grass 5 gal 35 1,225 18 5 5 3 5 7 14 2 59 M Tagetes lemonii Mt.Lemon Marigold 1 gal 40 1,600 14 4 4 3 4 6 11 2 48 w N (� L figuiera deltiodea Golden eye 1 al 45 2,025 11 3 3 2 3 5 9 2 38 O 4-. •'•••••' Small Shrubs Size Plant Quantities Remarks L Ambrosia deltoidea Triangle Leaf Bur-Sage 1 got 15 225 93 23 24 16 23 37 73 10 299 �.J L Calliandra eriophylla Pink Fairy Duster 5 gal 25 625 34 9 9 6 9 14 27 4 112 L Ericameria laricifolia Turpentine Bush 1 gal 25 625 34 9 9 6 9 14 27 4 112 M Salvia leucantho Mexican Bush Sage 1 gal 45 2,025 11 3 3 2 3 5 9 2 38 I L Sphaeralcia ambigua Glebemaliow 1 gal 20 400 53 13 13 9 13 21 41 6 116 Total number of plants per zone 662 182 183 122 182 275 521 81 2208 Average on center spacing per zone in feet 6 5 5 5 5 5 6 5 Accents Size Plant Quantities Remarks L Asclepias subulata Desert Milkweed 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 L Baileya mutiradiata Desert Marigold 1 gal 15 225 93 23 24 16 23 37 73 10 299 L Ephedra aspera Mormon Tea 5 gal 50 2,500 9 3 3 2 3 4 7 1 32 ,g \F M Penstemon eatonii Firecracker Penstemon 1 gal 80 6,400 4 1 1 1 1 2 3 1 14 M Penstemon palmeri Palmer's Penstemon 1 gat 80 6,400 4 1 1 1 1 2 3 1 14 M Penstemon superbus Superb Penstemon 1 gal 80 6,400 4 1 1 1 1 2 3 1 14 M Penstemon thurberi Thurber's Penstemon 1 gal 80 6,400 4 1 1 1 1 2 3 1 14 ' L Psilosirophe copperi Paper Flower 1 gal 25 625 34 9 9 b 9 14 27 4 78 M Zinnia randiflora Prairie Zinnia 1901 30 900 24 6 6 4 6 10 19 3 78 Total number of plants per zone 190 49 50 35 49 79 149 24 435 Average on center spacingper zone in feet 10 10 10 10 10 10 10 9 I f Groundcover Size Plant Quantities Remarks • M Daiea capitata'Sierra Gold' Dalea'Sierra Gold' S gal 30 900 24 6 6 4 6 10 19 3 76 revisions: M Oenothera beriandied Mex.Evening Primrose 1 gal 20 400 53 13 13 9 13 21 41 6 169 0 L Oenothera caespitosa Tufted Morning Glory 1 gal 25 625 34 9 9 6 9 14 27 4 112 Q . M Verbena ooddin it Gooddin 's Verbena 1 al 20 400 53 13 13 9 13 21 41 6 169 Q Total number of plants per zone 164 41 41 28 41 66 128 19 528 roject#: I�I Average on center spacing per zone In feet 1 1 11 11 11 11 i l 1 1 11 ERC007 t •• RECEIVED scale: N/A • Cactus/Succulents Size Plant Quantities Remarks issued for. L 1st CITY REVIEW • Agave desertii Desert Agave 5 gal 25 625 34 9 9 6 9 14 27 4 112 � L Agave parryii Parry's Agave 5 gal 35 1,225 18 5 5 3 5 7 14 2 59 drawn by: TEAM • L Aloe variegate Varigated Aloe 1 gal 40 1,600 14 4 4 3 4 6 11 2 48 r L Dalsyllrion wheeled Desert Spoon,Sotol 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 PUBLiC WORKS DEPARTMENT date: clTv or PALM DEs1 RT 04/12/06 .. L Ferocactus acanthodes Barreil Cactus bare root 40 1,600 14 4 4 3 4 6 11 2 48 drawing: L Fouquieria splendens Ocotillo(Bare Root) 8-12 Cane 40 1,600 14 4 4 3 4 6 11 2 48 From Salvage or as noted per plans CVWD SIGNATURE BLOCK Clubhouse Plant Zones I 1 •• L Opuntia basilaris Beavertall Cactus 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 Un-Scarred L Opuntia bigelovii Teddy bear Choita 5 gal 20 400 53 13 13 9 13 21 41 6 169 These plans have been reviewed'by the Coachella Valley Water District in L Opuntia engelmannii Engelmann's Prickly Pear 5 gal 30 900 24 6 6 4 6 10 19 3 78 Un-Scarred accordance with Water Code Title 7,Division I,Chapter 3,Article 10.3, i L Opuntia microdasys Bunny Ear Opuntta 5 gal 30 900 24 6 6 4 6 10 19 3 78 Un-Scarred Section 65597 et seq.requiring efficient landscape and irrigation design in Sheet# cooperation with the local governing agency(City or County).L Opuntia phaecantha Prickly Pear Cactus 5 gal 60 3,600 6 2 2 i 2 3 5 1 22 Un-Scarred L Opuntia ramosissima Pencil Cholla 5 gal 40 1,600 14 4 4 3 4 6 11 2 48 *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USSR Rights-of-Way.Trees,plants,walls and M Pedilanthus macrocarpus Slipper Plant 5 gal 45 2,025 11 3 3 2 3 5 9 2 27 permanent structures of any kind may not be planted or installed in CVWD L3eO L Stenocerus thurberi Organ-Pipe Cactus 24"box 50 2,500 9 3 3 2 3 4 7 1 23 L.A.to approve Specimen and USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. O I ^ L Yucca Baccata Banana Yucca 15 gal 30 900 24 6 6 4 6 10 19 3 78 I L Date: Total number of plants per zone 287 77 77 53 77 120 226 37 954 Water Management Supervisor Average on center spacing per zone In feet 1 9 1 8 8 8 8 8 9 8 Development Service Supervisor capyrlgnt p 2003 by Groey I Pickett Professional Corp. i - ---- — -- — -- — -- I - - --------- - - ---- -- -- -- -- -- - - I . I — - : I � . -W- 1, �7wln - -11, -I I i �I.. I - - , � � W .1 .,. �. I , I - , � � ' � \1 ..*1. "...., : ., �. '. ... \ " .., ..'. . - - -. I , . 1, �', -..--.,.... i � i � 1 1.,V,%,',�", .. . . . . ,#, .)3'19..��......... ....".. ..--41- 1�7--AV .""...., I., ... .... .. �.� ..." -1- "'... .. ,I s\l �t-� . I../ ..-- —�............. ,. i .. 1. .. 11. �%, .. ',�.,. I., VVIA N�11 # . #�---- ,.,\ . ,., I .I ......� '. -� . -, , ., %� .. %,,�.' '\/ -..-'. '--- .' ' � � I , I .� P NT LEGEND CLUBHOUSE .� 1, . t % 11 �I I '.. ..% "'. -.. , " .", '., . - -11. ......, , I.. 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SEE PLAN LOW 02 i I.I-..... �-- I................ . � �.I... -.... . . . - - % , . , I.....-�--- , . . 1. ... .. , . , . . I"` I .-. �.-............-........�. .1. .... .� : : .:- :::-:: ds:.!:.::::::::: .* �-. 1, "mi .. .. . - �, .� . � . i � 1z . ; . . �0 . . - - --� I -1. � 11 ., - - . . . , , I . . . � , , , . / ..-.- ........ I..I . ....I I � , . , I, .. . . BLUE PALO VERDE . .. ..I . . -.......V..- --..-..- I .1 . ....... I . ... . .. ....- - , �, . ..I .. ..........11 - . j;�," -`O'i-'i�i�� 1, -- . .� � \ . I" I" I------I.- / - :.:... -,--� . . . . .......I I. I�I .-.1.......I..I...��.. I� I I I . - .I.I.... . .....�.� I . :.::.'I:. � \ �- I' ll � , - � � .. .. . - . ...... . .. . I -�,.,-..1.1 .. I..I �I... .....1.".... . ... , , �11 " \ -1, ......I -1-1 ..- I.- .. . .. .. , ., I t I W 1, .11. .I .TREES . I �1,�!"", � , � � ,.,.... ..... .. �..........-... " ' "'' ' \ , .. - � . � .. 1. " - . � ... ...�- ..� ........I... 1. I. I ..I . . , --- :: .:,:.:::. .�...�.%......., ��...�....... ::.-�:.: ....,., .� I- � � . '....- . - . . I. , ., .... .. �11�1t,,�M�-,lz�,-- I . . : 11"I'l-111--, "" \. .........41...... .. �.....��.- ;Oi�A�.�l . � . .� 1. I - .�.....I Rlj,,,� ;�!��-�`�` .... - ... . -..... . . ��`"' , - ,,�,,��.!,j '�a�,i� -- ... - - :-:EDGE: 1`111�11`-, \ '. , I . - i lill 1�'!�'� i I R , , \ ., , .. — , - . , . . . , , � 1-� I q'i � � .% . . . , * .--. ..... .. ...- -.- "' '. 1. , % � ., -, .�% � :::�-SEE�STREETSCAPE &LAKE EDGE:: : /)� �"- "M�, , I % � . . \ " - . .... ..., . .. ,*.-:, ".."' , . . . . ��g,',� - -, ,-, 'I , 0) .;,� ...� 5 � Ili . , 'a ,! ,�M .. � , , , " ���, 1 k,1,1'1;; ,. , �1, , s I , -,- �-,�i . I I � - ,�111q�,�K 1. , 7�- 1. I . . ...- --.. . . I ... .... I \ � , , I CERCIDIUM MICROPHYLLUM . , .- ',,il I . - . I I .� I .1.1 � , , ..... 4... � ....... .. . .. . .. .. . ; --.- -.. ..- I ... .... .. ......- -- � 1. . I ,. ..., '� . I � - .1 . X�, - - - I . . ... ... .. . . � .1- I I . . .1 . I Ij� , .......-.-7 � .. . ,�, - -.- .. ..�. ... , , , \ , \ \,,��.�, N1- I .AT� - >, 0) . .... I -� I . . � - . . � -� �1 1. �,��,'i�'m,,,�,,,,,,,i�,,�,�.,L�i���I'l� \1 - .. . LOW 01 . . ,� - .. - '. .... .... . 11,71, ". I 1� , .�� . .. ... .1 I- ... .l......-- . - '. \ \�g FOOTHILLS PALO VERDE SEE PLAN I �� I. . (��." . , 1. . , -I..- . � . . .. ...- . I �., -1. I ... . I . .� .. .... P* * `�11`-','l ii,z,� \------ I � . , .. � ," ., . - .. - I� ..... .. % \ 1, I., . I .1. . .-- --.4.. ..... - .......� , � ..''... . .......-.... .. . , . .1 - . - . . - . . - ..... A E: PLANS PREPARE D By (�` , , , � - - I . . " .. "" ..- .., ... .- � . � . :: LANDSC I . 1. ,,,-����,��,�,,,�',,��,,��',,,�'e,-�,, I �`11 - - ., . . ..... .--- ..- . . .1 � � . - 1. I I I �, ,� t .- � . .. . , � : ... - I. .. I., ..... . .� . . ..''.1 � - -� ., . . % . .. . . 1� - ... 1-- - � 1. - 11 . .. . - I -, I I.. I .. .. . . , .. .. . . .. .. 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'IN . ....... ,. . : § N � - . . . :,: , . . . . . �,,\ .. .. �,� �. . .... * * ,-"" .::........ '1�1 , , . - I , I 1:: .,111h1111"11W .. . .1 11 "', -11 o .. - - . . . ... ....... . �. - - -� .-- ----, ''''''' - N (31, 1 / �:, I I tt�k,',�,Vt��,t��,, . - ..--- :* . ...�. -. .... -t-.- - . - .. . .. -:- I � Ilk, - I ".... --.. . . ..., . .1 � .-... .I PROSOPIS VELUTINIA C:� I I � I . . ...... . NATIVE MESQUITE SEE PLAN HIGH 0.8 ,* 10 : w .. I ., .,- - - - - it ,:� � 11111141111�1 - .. . .. i , - ; �,'i'q�,g ,, .. , ., -.-.----..---. ::�---.--------- ...- . . .. '... ., 1. � , . . . - ',�,"- . I . ...- - - ... % CL U &. a ., . .. � � I �,,��1,,'-'- .. ... --,�g, . . . . '*� ,�",i,,',,,,, ,I . � :: / � "N' - ;, .. ..*. . IF I I �',`,IV , w ., %� "g,", [� ... ., ,........ ...... ... -.4 .- I .1. WASHINGTONIA FILIFERA It 4 -,-,. I , �r,l,,A, , �,!-Vr<",��,"�� ... . . .. � ui-�,M,4a,--, " `" I ... .. . ! - .. .... . . .. .I , 4�- I ,V\ .. ... . . . . . . I 143 &. . - . . � ... ,.:.: . .. 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I A X -�-',� .K., *'*'*' ': .1"- IL . ; * * * . I.*,*. I . ... 11 .- I.- . ..... '. : . - ... -- , � : �i-* ;:��:�� .:.. . .719W �.* :Ir , *11 - * � . . :.:.:4 - : --- - * ,;,. �: . , - .:.: Froject#: a . "ONE"'CH-4 - * * * ., ...... A . �........ :::.:::::::::::::.:::-,::::::".,.,--- --.-.. I I.... ........'......... �... .�................ ....... . . ..� - ,U4111111h �- ..... . ---% . - . .�. : : . ,: � - - . :.i.z . .... . ...I I I 1. .... ... ...... — . . ! I�---*�- :, . .. .. .- . ': ''.-� -:::::.:-:-:-: . -.1 ....I .. ...� . : , :**- - - - :: :: *-'I- �:j . -.............. I . . - P . ----:- .:::., ::: : .. I '1�1 �-- V1 RCO . .. * .. . 11 . ,. .. . A-z--, ::- .:...:.:.:.:.:: /, scale: \� ., :- , ** . . 5 1 Per Plan .: : * , , -- . ued for - - - .. 1-16 -..: ; THIS lss \ r1ii.-K., "I . '. I nECEIVE�t CffY REVIEW . �14, ts, . .:. ;:. 1� ----.]-3 It-�--. -...-::�--.-...:.-� \ I - drawn by., i ,-:-: �-� 1: :-,%-,$�!:� � � : ::: 1. .::,I: I \ /- HEET . TEA i 030 -=�-- � ..1! : I -_j . 11 Q . Ivi � . I / F4 - I /// date: .—.. ;011— ) 1� 04112106 :. I � ) PUBLIC WORKS DEPARTMENT I : / � : / i I 0 j/ drawing: � ; - � . 0 A\OtA \ CITY OF PAILIN',DESE I I i :: : � , \3 / W,I: . - i ,�W-,!!! S / VWD SIGNATURE BLOCK I"TPlanting Plan ,Ism,: - I 'I I C - . : : � -,w � / �W . : I 0� k 5-- / -- � \ \f .. - I I Iv . I I/ V\ \\\- / I I .., - ", , :�, ]I V - . , N PR ; I i . r - These plans have been reviewed*by the Coachella Valley Water District in i I ! � ^61 - Tiffe,7,Division 1,Chapter 3,Article 70.3, it \ I I "I I --NJ--"-- 1".. �/ X ./ .11, I 11 ,- .11, ., 1-� . - . Section 65597 et seq.requiring efficlent landscape and Irrigation design In sheet# 1� . � 4 36- ... 1. "'*11� I �642 1 .1 *,� : .. --.1... cooperation with the loco/governing agency(City or County). ....- . . - -,-,N%jw-��-%X,f� .:. : .1 I-- � I 11 I I I I- . . - REETS:CAPE:: LAKE: 1 1\ :* 11 ONE CH3 -1 . I 11-1- 1 -& ,, . � I - .... \ . I-- . 1 . .... .. - - . . ::,tg - 1 :71:#: ..I I-,-.. "I., .....-1.�. .. --... ..''... . I.1.1 . .---- .-....-. . ...... . . .... I... I ' - -...I........... . ... . .::::, �I U D.s� 648 1 ..-1,-... - ��: .. .. - .. "-� *Approval of this�rawlng by CVWD Staff does not constitute approval to I I..... : . . ..� ... ::::..::.:.::::,� - - ..I ...... . ..�..... . .....� ,, - .. . .. / --I�.....�. .. : ... -......'. encroach Into district and USSR Rights-of-Way.Trees,plants,walls and . ... . \ .. .. .. . .. ,. - - .-.-.:::-::::-:. -1-11. : -- � � . -644: r' ---'640 - � .................... �:EDC E:���::���::���':'::��]� .�. .�...�..... - .....I..�.I.�.�.. .. 1. .. �. I . ........... ...�- . � ..�.. . - e planted or installed In CVWD �1- � \ ....."...-:::] - --....- .......'. ::,---*, L3 ., I , I . . ::.� ,.:.:�:.:.....�... . .. I....:.::. ..-:-::-::-:-::-:-:-....-,- .'.- permanent structures of any Idnd may not b .. .. ............I- � . .... I.... .�... . -........ 111,11 -- 4 . .....,I ....- and USBR easements or right-of-way without first obtaining an i .. . . . . I is .. A EDGE".1- : .I.I... . 1 . - ... .. .. . .. ...� .- -.1 .1-.1.......- I.,. ..'..�, .I.... .."........ encroach .1 .. . . . , . . . 1. .. - . . .. ... �f,�$, I . . . . I � .: ::S EE S`TRE. ETSCAPE::&`.L...I�KE':' ' � ...... - '��� ment permit ftom CVWD. 1, � * ' ' : ,- 5 of 12 , i � . \ , * . . . . ..*:..:.,:.* :64 ,---:��LAN�D*SCAPE'P,*LANS�*PREPARED�:BY: � I I�,:mg,"i"g; : : ::, * . -,,:,�.T., 1�. ... I .... ....,1.I... .I...... - . - - -.. , . . . . . . . . .1. .� � . �. � um . ..-I Date: . T4* N . � :--:- � .:: I :: . .. ','�. 1 ..... I...1-1- .-.........-�,�..... ..�. ...%-�.....� 11 .14: --- .-1-.- ....,...-. I.- ." ': :.-:::,.-::.::-:. ,.... .. . . .. . - ...........�.....................,. - Water Management Supervisor , , , I ;I I -�....� ::::. d: a., ''.....'-.�'.'..-,..`..-� . -..... -- . � I. . . -1..��I... . ...�. .... ....-...... -- , . �.... 1: :: ,, �GREEY��:[��PI.C.K.M-..'.::':. :::,::.... ... I -,.�� , on — �� 1-�� . 1. � ......... I .. -I .� .....I., ... - .... �W 1 �,- . - ------- -- I � .... Rft- � - � - - - I&I �- , \: 65.2:: of �� - I I I I N P S I Development Service Supervisor Copyfight 0 20M by ��'. - ""'.4 S a Greey I PL-keff Frofessiond Corp. � --���,,,"�,,�Z4 8\ � � ... � � 1' '. - - -- ij� � 'D -�-,- '. .. - - - - - --- --- � - AiM il-� ,,- -..� , � 1 \ - I - I - .. - -1 '1-1- A 11-1.... liii . , 0 . - � � . . , I , I, - ---- ---- - - -- -- ------- -- - - - - - - � � I ---- �--- --- -- - - - - - ------I-- -- --- --- -- --- - I IRRIGATION MASTER PLAN k. tt.......... A', 711, 'z r LU ;�P A 0: J UE �,:Z, 7\ .\ I -:4 0 .2 t qwf :z. .. ....... J f .... ... . ....... z-.1, 1 CL -1 _4 J Its .41 x tz, It, C, Z. a .. . !. " . , .'.* . �I:, !:..-:... ,:." �-.,. - ., :1, 1 . #, It AX ts 4z t �7 w—A If! 14� txv, 4"A 2. 4t ylt. Z. ;:2- a U �5 q �v: p,� RN to- r-,V 4 ws y A ie. .2 4 ............ N W,l V. 41 1 ......i7;,.,. r " "T,I ., - fl x� z t3 .:N -,�Y.- ZV V 1�4 x F df, 4�" A'I T ti 3 J. 10 _J 51, N11 411 6NA 16r E ld. ...,A y ",Y N'. :% IWO A. T ir IF A V i J� A� t 14- sm el ,;N%, 1.W A �-�Z,. Nk -4 US1. % w.- 'd ,it. 4 ,Xx v -N v", % - . , , T t' , 7 ir 4, Y M, F\ .i0k, 44W Py 5 IF T", MW .......... q R A ;e qr X n N tq, as "C' 4 4:,�`-;,- .- I— .� - m _I1X1`1Q-,�-,-. � Vt,1;;i 0 :��t _ .. - :,- - , , :X. i'g-, g A �_n MU w x. M 7M, ggsx lF ff'N'VK_')44 —- I C.> 0 N. X �,MR IF A. t,t A 4 17 r Lw 7� -H, 5� . .. .... ..... .. .. ...... . . ............ 4—J, . ......... . ...... ... .... ... . .. ..... .. ............. OTEi�- 46m-i .. ... ... .. ................ ....... 'yg J W % U it A IV A t SHEML Vp, .I -W ::::1` REFER70"IRRIGATION' ' �T` . . .. .. ....... . .... ... ... ...... -FOR.::*:F.URT.H E R...1 N FO..RMAT 5i % e IOWAND 7 ........ .... ... ... ..... . . -Ij G R' EMENT I A� 'J %J% h X U� i7 & ::::S:CH EM I C EN LA ZI t R;. 4V 41,1 'k X-:4 4" fz,_ A- .. ........ t,Nt� n� X, 4'. 4' 7:.— X,, ;Z�.,Of I,,, , ,i" f ; ,1 "', , i 7- t �Z' N't ? IF-11 t Y R ? /Z J YY l"t FF. f M_ AY a PER C.V.W.D., THE CONTRACTOR SHALL A�z� NOTE: _2 4'. 1 w. 5 # NOT INSTALL ANY PLANT MATERIAL WITHIN 10'-0- OF THE EDGE OF THE ............... 4 Ck"'. .............. ................ ...... I.J 7 '�V < FLOOD CONTROL CANAL. tv.. ji" it Ni., 2 AN .......... V., i KEY t,ji;i: j /6, M A P �SEE SHEET L3.0 FOR MASTER KEY MAP) _7 FI �I . . . t _4!ii revIslons: X ,,. , , -,--:7:, /--.. I *! 0 7 zT�N.T.S. 100 1 ...... 2 . ........... .. ....... JI 7 . ,tt, -yr, A Y ., J. A �'V L A M Fz project Al "N"til r -4- LRC007 .1.1;, �7j 7,; A, scale: Per Plan 7Y .N Issued for RECEIVED f 3�- I st CffY REVIEW 4% .............. ...... f .......... x�. t drawn by. I�e R TEA d te: PUBLIC WOR.;<S DEPARI MENT 041121 CITY OF PALM DESERT A 'I V., drawing: X X CVWD SIGNATURE BLOCK Irrigation Master Plan ............. N �N viewed*by the Coachella Volley Water Distdct in These plans have been re It x accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, x A 1: J, Section 65597 et seq.requiring efficlent landscape and kfigaflon design In _k cooperation with the local governing agency(City or County). sheet# Ito/ "Approval J\> of this dr�wing by CVWD Staff does not constitute approval to .. .... encroach into district and USSR Rights-of-Way.Trees,plants,walls and x permanent structures of any Jdhd may not be planted or installed In CVWD L400 f f I and USSR easements orright-of-way without first obtaining on encroachment permit from CVWD. 6 of 12 '0 Date: 0 100 200 300 Wit' Water Management Supervisor 11 Development Service Supervisor CopyW(0 MM by -c-re"I Pickeft Professional com. I � § �rrlg tion schedule T s4 r NOTE:SYMBOLS FOR TURF SPRAY HEADS WILL BE ADDED C ONCE THE DESIGN AT FRONT OF CLUBHOUSE IS COMPLETE J �r,s Q) \ x H t at AT SHRUBS: RAIN BIRD SHRUB EMITTER MODEL#PER EFTS CAPE & LA- K E'ED P E � #5 d P .L pa WITH ONE XB 10PC-1032 EMITTER(LOCATE ON HIGH SIDE)- H (NOT SHOWN)(1.0 GPH @ 20 PSI PER SHRUB) >LANISCAPE:1'LANS PREPREC BY AT,R : / 0 ^ 1 WITH THREE RAM BIRD TREE EMITTER MODEL r1PFR/FRA24 EE XB-I OPC-1032 EMITTERS(LOCATE IN TRIANGULAR R E EY Pi C KETT• € e3x�t \ PATTERN AROUND TREE 2 ON HIGH SIDE PER TREE. (NOT SHOWN 6.0 OPH @ 20 PSI ) ' �` '\�� `_` �J \ i� •� sleh ,�+ t`� 1( PER TREE) AT PALMS: 1402 RAN BIRD PALM BUBBLER ASSY(2 PER PALM) i � -(NOTSHOWN)(1.0 GPM�30 PSI PER PALM)r \ e4 ~ / 'r ♦\ ,\ \ \\ ������} � + • PEB-SERIES RAIN BIRD ELECTRIC VALVE FOR BUBBLERS 1 W C IA PESB S&IES RAM BIRD ELECTRIC VALVE FOR EMITTER SYSTEM \ ` V O b Ste-- \ ♦ 7� asui vd`� ,r { ifCh •``' ( ) « 4 s , x 3. P INCLUDES:RBY-20DMX RAIN BIRD WE STRAINER 200 MESH V i I s� rvY3 ( A AND:PSI M30X-075 RAIN BIRD PRESSURE REGULATOR(PRESET AT30 PSn U y M q O / \ r r ty _ ® RME24EGB RAM MASTER WALL MOUNT ELECTRIC CONTROLLER BASED .��. b -0- O O I �.::• / /j/ I "�1 � \ '.,, ♦ \- \\ .� �'<'.t x.,y'� "� G �.._� t.. � s:;... � *-i,.�•r,•.,f"3 "�'", x�l�-M�.^ � _i`� I O ,� 7 r / ,•.�<:, 5. a r=c; e:,, ;r,. 'C^g ....x \ -. a..-:; ..�:4 ,_k .;:s§!• - G Q 1`r ) i / / ♦ \ : ,'' � �. � „ . ,,r _' 33DRC RAIN BIRD QUICK-COUPLER VALVE-TAN VALVE B �- V♦ � t §, s' v,�in w�- zip z� �;'"i - ��F s� �''``-tt-}}.��'� s`{ >;t'f€t` a� '.�',��kx� .�;; ra`�§ -"A' �. . BOX N DG li I ::-- .. ♦ �'°F --. ;; t '{,�R :y i,',., ? Ste, t w V' ..� _5- ,e. / .�...,... 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'-F^-.€1 � . <-�. L� A M+ s .LVS . ,:. 2.)W METER IS EXISTING �r, P,;_ _ ._ ,,�: ., ,. , .., _. .:, : .PART OF SiRE \ \ � r>=«. e z,.�. ,. .t..�. xr,:- .«� ,.. ,... a , .:w � ETSCAPESYSTEM......-'....._... .. -..... .. 62 .'. 'f.rG.:.;t'„c ._N1.�T,,� �}�,:--�� ,,: 1� _.< S (ti- �.i..5: .�n � '� C. .k+,.rtSh71 .. .::'7'�.... .. .. .,,:,- -_._3', ,S,.u, t .,.,,:: :.,;fit „-... .Y.:,.:..s f �•;, 'rr..v .:s -A..a.. xnef: �f`':. ....... ... '. .. .. .. .. L\ .,; ...:�:, ,.:, ':...„ ., ,_, �4s..:>w .;.,e a, ....., S,c,:,r,.,.,.,. � .a;;: �' �.>,.. ;,L'7 7ty�t / _ -L .t, :: >r G .,,.."n ,,:� 3 .{'..._x 11 :° -i u ^;s:. f,. 6'wi V ,,. � ALL PIPE AND WIRIN ) G UNDER P AVED SURFACES U V(]Cl. .. .... �\.� �. ,. # : ... .. �4�t.>x }t � :-ro. � „.Fr_..:,yy... , „�.,. r 7r +� t• ,�t� „�: � ���', +�§,.:�r`�3 fi.�� � N SCHEDULE ♦. i� a,.>, i ,,,,, D 'files a> ate, «.�."_.f,. /�'�- SHALL BE + .t (. '.. .�.......::.is .. .'. .. / 40 PVC SLEEVES,WHETHER OR N � 21 �, � r,,=•� �� �� � � OTSHOWN. INSTALL WIRE SLEEVES 670 ; �1.t3. It,,:•.t S. 3'#.'.a., -r�Fs,,r,�a.=rz_< �' �"' i .,�.r`.<�' V;,�'�t. �:, "� t 9 J *t a ADJACENT TO PIPE SLEEVES AS SHOWN ON PLANS. ... - �:':' �\ � ;, �,� {:.:xt f : 'G s"` P � •+�,rsr�.,... ,,�' ��' 'C;,able � xt J � t x LM .•.\ ` \ .:=rs s 7�'p..,I .� '3� t'? '.�..::a:. i. 21 .I,�:•"'rf' { r ,, 1� .'�`*,«.7, { 1�E�:,kSz A i r ><.'a,.. T#?.'#"_§'°°, ,� / I -1 2 1s,a f: x ro ..,+ �hTri 4.j OPERATE BUBBLERS AS REQUIRED;DRIP APPROXIMATELY / €s q'aan , ": P 2HOURS ` / \ �♦�` "`� \ Sl w ER CYCLE,3 TIMES PER WEEK. i I ` ... ,z{lei f'IK e:jlt k„G+ gi}w r r ,r ks'; a 5.)LOCATE VALVE BOXES IN PLANTER i \ 120-VOLT P01NEC2 BY : ♦ \ ;m r a ti z k.. z r NTER AREAS.TAN COLOR. , '3 ,c,ki`a y S rtr.3! 3'ai..: .4.�+ c§r c 3»&:t 4:. �' rr�i„t,l+ Kg .. .. ` i #,S atr::s a :^ lea .ar} rc.,,.e t •�iF Dc a r x�, 4. / \ _•',-<,�-r.4,«s ,k, '_:.,. ~ScG.}t, 'ri, �',s',ur. �t,s� .`ss N:s`a`'„ 6. CO ELECTRICAL CONTRI�C?OR \. � .t r y t # r =a r vh y )CONTRACTOR SHALL PROVIDE THREE#33K QUICK-COUPLER KEYS �\\ n # x W/HOSESWIVELS. i r +vlaf N ( &gig, 7. CONTRACTOR SHALL COMPLETE THE FOLLOWING PRIOR £ I a r �k J r , TO FINAL �Q WALK-THROUGH: 03-10 A.CONSTRUCTION RECORD(AS BUILT)DRAWINGS. i / � �� ` \ / / \ ` 1e \ �• � �,� �� �`"� `�,jg� � �'" � z;���a t 1� „���},��'� � T�^J B.CONTROLLER DATA SHEETS,INCLUDING IN DIGITAL FORMAT.2. �• �� ({ ♦ / rxti s s > -r st a v F r sy; \ r t 8.)THESE IRRIGATION CONSTRUCTION DOCUMENTS,INCLUDING ALL PLANS, 1 }t r" Rini x ¢ w NOTES,DETAILS,ANDSPECiFICATIONS/ \ '`�, �''\ t r , „ ., ARE INTENDED TO FAGLTTATE THE i� �€. Win,_.�1:'� INSTALLATION CONTRACTOR BY PROVIDING GENERAL GLADELINES FOR \ 48 \ \\\ � i r u t g � k DESIGN INTENT.THEREFORE,ALL IRRIGATION ELEMENTS GRAPHiCALLY \ G7 C? \ REPRESENTED IN THESE CONSTRUCTION DOCUMENTS ARE SCHEMATIC. FIELD MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN INTENT OF THE DRAWINGS, CONTRACTOR SHALL CONSULT WITH / 1-1/2" IRRIGATION DESIGNER AND PREPARE AS$UILT PLANS SHOULD FIELD 3-0 / MODIFICATIONS BE NECESSARY. `.... i \ ���(� 9.)VALVE KEY: CONTROLLER LETTER STATION NUMBER / 3 GALLONS PER MiNUTE 7 SST \ 1-1/2" \ l \ CiUPON 2-4'+ x� S,.,., --� \ / 2. \ / 2 , C3 2-2" r SLVS S� •._.. o ` ♦ �s � � - KE PIPE 81ZING SCHEDULE: 15C LA 2" * -�1 � l 1 - \\\ , \ `\ EDGE GP SIZE �TREET�CAPE & LA ... \ \ ,_/ \ KE EDGE V, LAIl PE PLANS PREPARED BY ____� -5 1/2" b GIEEY PICKETT :. -----� 6-1 3/4" 0 5 'L c o \\� \ , 11-16 lrr 4. 17-�0 1-1/4 4.�► I I \ \ �--• 41 60 2r, CL IJb1SE DAIATDAvMEN1TIE5 r , 'U � 61-96 Z O �' �BY 01 ....H \ p �..,,. \ \�. .. 03-1.3 -_� NOTE: MINI UM PIPE SIZE TO EACH SPRINKLER U U . \\ / \ �' •J SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET. 656; 1 656`�" f \ , \\ 103-11 9. \03-15 NOTE: \'�„ 24'+ \ FOUiZ VALVE:>� rr .�•. PER C.V. •D. THE C �►^ 654:� ,/�i� CONTRACTOR SHALL \ NOT INSTALL ANY PLANT MATERIAL I 2-2 �LV \ i TURF, PALMS,ANNUALS, 3� 03-16 03-12 / t •� {£ ' LUSH LANDSCAPIN AT \ WITHIN 10 -0 OF THE EDGE OF THE FRONT OF CLUB1-IOUSE 1 1 --� \ �---- FLOOD CONTROL CAN t rr . 00'03-03 ' 2-4"+ COIVJECT T© EXiSTl1�F T ►' NC�tE....ALE.,LATERAL PLPI ' "SLV 1. 2 ::. :..:.....: �t S 'rREETSCAPE MAlNLIIVE I'lPE,ANb �l/ rL�NNECTD TO VALVES aifi I 1 2-2"SLVS --� r \ EXTEND ACROSS STREET IN:SLEEY� ,�/ � � -� �.✓ AND 01�-47�I�IALI BE INSTALIEQ :. \ I�rH THE EI' TRY�GUA 'Ht�usE . i-i/4" ` \ , /- - - - - - - �. - - - - - - - - - - S aySTEM, ALLLATERALS T �..I , C�NNECTIEb to UA � / \ \ / / // - - - - - _ � 1 \ \ I \ , Lrvs a - $ \ \ \ \ \ / % ,/ \ / AND O1 09 SHALL BE INSTALLED r 1NITH THE PARKIIN LL?T SYSJill TEI�1. / / 0 20 .40 60 4 \ / 141o, / Scale: i" = 201-011 K E Y M A P (SEE SHEET L3.0 FOR MASTER KEY MAP) Vy N.T.S. 3-02t ' \ revisions: 03-0 i \ 03-17 000, 2-2 SLVS 11 4„ Y LRC007 1 \ / / \ ` scale: `• %*� ' TH Per Plan 1 Per issued for. 1 St CITY REVIEW \ / ` I , \ x - ! � drawn by: !.. ` • . 1 ,, TEAM 1-__ \ / / •^ �► I / UBLic WonlK date: �► / / \ J c1 s o 04 12 / 7Y OF p EPAR7 / /06 \ _ I qLM MENT \ / / 1 ' DBSERT drawing: 656 / / CVWD SI NATURE BLOCK im atlon Phan r / g These plans have been reviewed'by the Coachella Valley Water District in oJu /. / accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, \`\ Section 65597 et se requiring efficient landscape h ` / A 4 g pe and irrigation design in 64 / \ / Cooperation with the local governing agency(City or county). Sheet# ,L n / D "Approval of this draH hg Y b CVWD Staff does not constitute approval to encroach info district and USSR Rights-of-Way.Trees,plants,walls and sEE STREETSCAPE & LAKE EDGE / permanent structures of any kind may not be planted or installed In CVWD ISM � ' / \ �\ and USSR easements brright-of-way without first obtaining on LANDSCAPE PLANS PREL401 PARED BY / �� ` \ �• encroachmentp m CVWD. permit from _ _ _ 7 of 12 �� ,, Gf�EEY :PICKETT :: WaterManagement h r Supervisor % / \ \ ,�,,,. �,,,-. ram' �""'- � Date: i T C O) N •- 2-12'LODGEPOLE W C •o 00 STAKES Z) o 0 POSITION STAKES TO M � N O .f Vl SHRUB SHRUB AVOID RUBBING BRANCHES AND PIERCING — O r o -ISROOT BALL U n y co 0 O (AS PER SPECS) n o a E ;pLU CINCH TIES OR EQUAL c c SWALE tl O ROOTBALL ROOTBALL � w v a d .. 0 NATIVE SOIL BACKFILL NATIVE SOIL BACKFILLw _ g _ (AS PER SPECS) :,. ., (AS PER SPECS) ROOT BALL AL t a HillI NATIVE SOIL BACKFILL ROOTB L V MIX (AS PER SPECS) UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE '� _ BACKFILL )� �} �I!_ UNDISTURBED — _ (SEE SPEC.) 0� W W �^ # _ - SUBGRADE HARDPAN/CALICHE l F LAYER v 3W 3W — 8"DIA. BY 54' 3W L AUGER DUG WELL — FILL W/ 1-1/2"DIA. *� CRUSHED ROCK Shrub Pl Detial Shrub Planting on SlopePlantingTree Detail Pan Planting Detail F o J Scale: N.T.S. 2 Scale: N.T.S. 3 Scale: N.T.S. 4 Scale: N.T.S. �% 1 � ` BARREL CACTUS \ I �— CACTUS z OCOTILLO \ BOULDER LEGEND: ' i Size of boulder Quantity Quantity Quantity Quantity .� ROOT ZONE 13� ROOT ZONE 8 tons 2 1 I� 6 tons 4 2 1 0 NATIVE SOIL _ NATIVE SOIL BACKFILL BACKFILL 5 tons 6 4 2 IMTI� ROOT ZONE - 1 4 tons 8 5 3 ! , UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE I NATIVE SOIL 3 tons 12 6 4 3 - -- BACKFILL 2 tons 10 12 8 10 2'-3' DIA. HOLE V 2'-3' DIA. HOLE T —T11 1140 SUBGRADBED 1 ton 9 17 11 12 I 1/2ton 16 24 16 18 I NOTE: NOTE: .3H [] MAINTAIN ORIGINAL ORIENTATION TO SUN MAINTAIN ORIGINAL ORIENTATION TO SUN Total tonnage 175 125 75 50 PricklyPlantingDetail flcot�llo Plant�n Detail Zones CH1, CH7 CH3,CH4,CH5 CH6 CH2, CH8 CCjCactus Plantin DetailPearg J w Scale: N.T.S. Scale: N.T.S. 7 Scale: N.T.S. 5 6 0o ........... .... ._._ - V V PLANTING PALETTE NOTE: 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. If I In�1— This plant palette is comprised of a minimum of 80% Coachella Valley native species and a maximum of 20%Southwestern Desert species. This ., =I II�=I�� T=T=T�11=�I(-1 I(=1 I(-1 I TI I DEPRESS BOULDER MASS 1/3 BELOW GRADE AS SHOWN. i_ „--,_ ' —,,,—III— _— _— I I, ,, 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 - I I-1 I I I I I, �I I II�I Sub grade between homes. Care be ken to ensure that animal corridors and habitats aces are planted with the correct planting. This g and be eewill always a p p p g 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. SURFACE ratios are met. . SELECT Desert paving shall be scattered over all disturbed soil surfaces GRANTE BOULDER DESERT RIPARIAN WOODLAND in an uneven layer 1/4"to 1"max.depth. See specifications for additional information. "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 avoided by the development: however, minor grading will be necessary to enlarge and enhance the habitat potential. Exotic species (e.g., stones up to 6'diameter rocks. See specifications. tamarisk) will be removed from the area and will be replaced with native plants. About 0.2 acres of riparian wetlands will be created or enhanced. I SUBGRADE i A typical natural soil surface area shall be flagged by the Owner's representative for review by the contractor prior to starting work. The riparian community will be buffered from adjacent developed areas by desert dry wash/transitional habitat. This buffer area will provide i additional habitat, and will help screen the wetland areas from human activities. Desert Pavement SurfacingBoulder Detail I Scale: N Revegetation will involve a combination of container plantings and cuttings. The planting method may vary depending on availability of stock or revisions: i .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 0 A cover at the end of the monitoring period (five years) is 70 percent" 0 ERC007 LANDSCAPE GOALS FOR "STONE EAGLE" scale: N/A 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 RECEIVED issued for. on-site. The concept also includes all areas in the habitat mitigation plan which combines with the Enhanced Coachella Valley Plant Palette, in Ist CITY REVIEW 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 drawn expected to provide stable and productive wildlife habitat in perpetuity. TEAMM PUBLIC WORKS DEPART,�fL 04date: CITY Of PALM DESERNr T 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 USSR Rights-of-Way.Trees,plants,walls and permanent structures of any kind may not be planted or installed in CVWD L5 ,9 I and USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. Q Of 12 Date: Q Water Management Supervisor Development Service Supervisor copyright©2003 by Greey I Pickett Professional Corp. N FINISH GRADE-, MAIN LINE, LATERAL LATERAL, & WIRE SUB-MAIN PIPING VALVE BOX 12, FINAL BACKFILL w c00 FINISHED GRADE (10" PIT) QUICK 2" DECOMPOSED GRANITE --rt lg' tt 2n TAN COLOR -t „ 24" COVER q a ^r VALVE 6"VALVE PIT 2 a PLASTIC VALVE PIT AND TAN COLOR [_t2" 2" BEDDING eCOVER - 10" ROUND PVC STAINLESS STLo 00 0 STREET ELL U-CLAMP (2) v FINISHED GRADE 2" ,r2„ 24-VOLT WIRE d 4 tt NOML TE: COMPACT SOIL AROUND VALVE PVC SCHEDULE 3/4" HOSE THREAD - � NIPPLE "' Q 2 ® EXCAVATED MATERIAL PIT ASSEMBLY TO SAME DENSITY 80 END CAP FOR FLUSHING----,4. MIN (LENGTH AS 12 LATERAL PIPING AS UNDISTURBED ADJACENT SOIL PVC TEE OR ELL PVC ADAPTER -SLIPxMHT00 REQUIRED) PVC MAIN LINE BEDDING AND COVER MATERIAL Ix a 18 PVC LATERAL 1/8"X 1"ANGLE STEEL REBAR STAKE IRON--24" LONG L120-VOLT CONTROL WIRE �6" PVC PIPE EXTENSION NOTES SECURE TO STAKE IN BACK INDICATOR OR COMPUTER 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 CABLE WIRING MANUFACTURER'S SPECIFICATIONS VALVE BOX 6" RND. PERFORATED PIPE TAPE & BUNDLE EVERY 10', PLASTIC PIPE TO BE"SNAKED" roll 2. PROVIDE (1) QUICK COUPLER KEY FOR EACH SIX QUICK EXTENSION W/CUT-OUT TO PROVIDE LOOSE 20" LOOP AT ALL 1N 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 f ' BALL VALVEA QUICK-COUPLER VALVE IN BOX DRIP SYSTEM FLUSH PLUG TRENCHING DETAIL ASSEMBLY ss 2 3 4 NOTE: ELBOW AT TOP OF RISER SHALL BE CPVC MATERIAL. C% 1. STRIP ENDS OF WIRE 1. USE SOLVENT RECOMMENDED BY MANUFACTURER. WIDTH LENGTH 12"x18" PLASTIC VALVE BOX w/TAN COLORED LOCKING COVER, s"cR.L wELDMESHTo ® MARKED IRRIGATION CONTROL VALVE',AND VALVE SEQUENCE PAINTED PIPE,ANGLE IRON ON TOP, OR METAL ENGRAVED TAGS WITH METAL TIES AND STEEL STRAP ; 2. SECURE WIRES INTO WIRE NUT 2. CONNECT WIRES BY CRIMPING AND TO QUICK COUPLER VALVE (INSTALL 1/2^'No.13FLAtTEfJED PER DETAIL: TO BE MOUNTED WATERPROOFING D�MESHPATTERN OUTSIDE BOX) 1-1/4"SD.'"T' 3. INSERT WIRE NUT A-53EW.BLK.STL.PIPE INTO CAPSULE ELECTRIC REMOTE CONTROL VALVE �E WITH PRESSURE REGULATION IF SPECIFIED FULL-PORT BRASS W >00:* BALL VALVE WITH x NOTE: O 14— STAINLESS STEEL HANDLE BEAMII`NIIALL MUMOF 1/4 AREAS SHALL _ I FINISHED GRADE WELD VSTL. BEAD EVERY 4" HINGES{2I ON IIIPVC SCH. 80 450 ELL GS-3&GS-4 0 V nil ni CLASS 200 PVC ° .00. COMMON WIRE CPVC SCH. 80 900 ELL (SxS) ► ' ` .a '' ►' I V) I TO OTHER Gs-1-2-3 GS-1-17' W VALVE(S) ON DRILL 2 6" HOLES AS NOTED Q 6"HOLES 3. 4. 5. CONTROLLER EACH SIDE.tBRACCKETS GS-2-16 4.� O CONTROL WIRE TO CONTROLLER GS-1 EACH END GS-4 CAN BE LOCATED ON y.� E GS-2 EACH END 9" SIDES OR ENDS AND GS-3- C GS-3 ONE END ONLY SECURED WITH TAMPER czs . .j OPP.HINGED END t T I GS-3.5 SAME AS GS-2H PROOF BOLTS G5 4-4' j ^ TO SPRINKLERS wow NOTE: USE TEFLON TAPE GS-4 SAME AS GS-2H y_ 6" PEA GRAVEL BASE ON ALL THREADED STD. WEIGHT O ,• FITTINGS SIZES CENTERLINE DIMENSIONS GS CGS - - -� IIIIIII IIIIII SCH. 80 T.O.E. NIPPLE SCH. 80 NIPPLE NOTE: - -Q AFTER ALL WELDING, ENTIRE UNIT SHALL GS-.5 1 "W x 18"H x 12"1 LIFT OFF U IT 35 30 C) _ 0000000 SCH. 80 T.O.E. NIPPLE BE PROCESSED WITH IRON GS-1 1 "W x 24'H x 24"L LIFT OFF U IT 40 34 - T PHOSPHATE PRETREATMENT. GS-2 1 "W x 24"H x 32"L LIFT OFF Ut IT 45 40 Cn U U MAIN SUPPLY LINE ELECTROSTATIC APPLICATION OF POWDER SHALL GS-3 1 "W x 24"H x 421 HINGED Ut IIT 51 46 I 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 I 4. PUSH WIRE NUT TO BOTTOM OF CAPSULE PRS-8-4003-C (LEAF GREEN) OR APPROVED EQUAL. GS-4 1 "W x 30"H x 48"1 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. i MAIN LINE FITTING- CAST OR DUCTILE IRON SERVICE GS-3.5 AVAILABLE IN 304 S.S.ONLY. NOTE: NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS" FROM VALVE BOX, THE DISCHARGE I ++ GS=POWDER COATED STEEL GUARD SHACK � SCH . 80 NIPPLE SHALL BE T.O.E. TEE, OR TAPT COUPLING (3 AND LARGER), (SCH). j OTHERWISE PVC SCH. 80. ALL BOLTS FOR HINGES AND HASPS SHALL BE AND PIPE INSTALLED TO Q.C. ZINC PLATED TAMPER PROOF,EXCEPTION-USE CGS=STAINLESS STEEL COAST GUARD SHACK SS HARDWARE FOR SS UNITS. W/SAND BLASTED SATIN FINISH ., .. DIRECT-BURY WIRE SPLICE REMOTE CONTROL VALVE ASSEMBLY ACKFLOW PREVENTER ENCLOSURE R , b FULL-PORT PRESET PRESSURE BRONZE BALL VALVE PLANT CENTERLINE REGULATOR FINISHED GRADE i THREADED ADAPTERS I EMITTER SHALL BE INSTALLED 2" DECOMPOSED GRANITE IZx18"VALVE BOX 12"X18"VALVE BOX MIN. 2" ABOVE FINISHED GRADE TAN IN COLOR TAN IN COLOR FINISHED GRADE ELECTRIC I WYE STRAINER VALVE revisions: OOTBALL 2-1/2" MAX. SINGLE-OUTLET EMITTER project#: LRC007 PLANT PIT RE scale: 1/2" PVC SCH. 40 ANGLE DOWN �VED issued for. O MALE ADAPTER 6" PEA 1st CITY REVIEW t� 1 GRAVEL BASE - drawn by: /2" PVC CL. 315 PIPE TEAM 1/2" PVC SCH. 40 450 ELL 24-VOLT WIRES 12" PVC GRAVEL SUMP PUBLIC w date: ��PALM 04/12/06 EPR�T FROM CONTROLLER PVC SCH.80 T.O.E. NIPPLE CITYOr` '�k�`R firer drawing: NOTE: 90° ELL MAY BE USED 1/2" PVC CL. 315 PIPE PVC SCH 80 NIPPLES IN LIEU OF 45 .IF PLANTER 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# EMITTER VALVE MANIFOLD BACKFLOW PREVENTER BY CVWD cooperation with the local govem►ng agency(City or County). SINGLE-OUTLET EMITTER ITT E R 9 1 O - - — 'Approval of this drawing by CVWD Staff does not constitute approval to g 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 . 1 and USBR easements or right-of-way without first obtaining on encroachment permit from CVWD. n Of 12 Date: 7� Water Management Supervisor Development Service Supervisor Copyright p 2003 by Greey I Pickett Professional Corp. C NOTE: N 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE DATE PALM 2. SEE MANUAL FOR MOUNTING INSTRUCTIONS 3. 120-VOLT AND GROUND CONNECTIONS INSIDE HIGH VOLTAGE BOX IN CONTROLLER IRRIGATION TUBE (INSERT DRIP 4- EMITTER TUBING INTO ~ 4. 24-VOLT CONNECTIONS INSIDE CABINET OR ACCESS NOTE: SEE SPECIFICATIONS U1 I C 00 COVER OF PEDESTAL FOR ADDITIONAL SLEEVING.) o 0 NOTE: ALL EMISSION POINTS SHALL BE CONTROLLER REQUIREMENTS. N o 4" PERFORATED VIEW TUBE LOCATED ON UPHILL SiDE OF U 00 o PLANT MATERIAL. ONE EMISSION EXTENDED TO ROOTBALL O w 0 o POINT SHALL BE DIRECTLY TO DEPTH. FILL WITH J" PEA D- U i e PLANT BALL AS INDICATED. CONTROLLER GRAVEL, AND WRAP WITH � n a ADDITIONAL EMISSION POINTS TREE FRDISTANCE OM TRUNK EMITTER o o FILTER FABRIC AND CAP. o d o SHALL BE WITHIN PLANT PIT SIZE TYPE CONDUIT W bcz PERIMETER- 18"FROM TREE 1st 6 2nd b jLz MULTI-OUTLET EMITTER. v a CENTER FOR TYP. 24"BOX TREE. TUBES TUBES CONNECTION CONDUIT W e 15 G 3-12" 1-1 GPH 1"CONDUIT CONNECTION 00 24" 4-19' 1-1 GPH ACCESS 1/2"CONDUIT FINISH GRADE. " PLANT ROOT BALL TYPICAL ( ) 39' 6-21" 1-1 GPH COVER---- TREE EMITTER- MULTI b0° 6 ° EMISSION POINT (TYPICAL) 36" 6-24" 1-2 GPH STEEL 1-1/4"CONDUIT ;,.' -' • •. 0 ' • ,:� PEDESTAL •'``' • �' �` 42" 6-27' 1-2 GPH 0 48" 6-12 4-30" 2-2 GPH ANCHOR BOLTS (4) e PLANT PIT (TYPICAL) 54" 6-15" 5-33" 2-2 GPH (1/4"x 3") FINISHED m :,���": • i� 1_' ; r°`'' � • EMITTER TYPICAL �� �� �� FINISHED GRADE *- � -''°"-: : ��y �{� • �• � O (TYPICAL) b0 6-1$ 6-36 2-2 GPH '�`'w • '' �+' •x i ROOTBALL. 72" 6-20" 6-42" 3-2 GPH GRADE .,• 120-VOLT WIRE; PLANT CENTER (TYPICAL) - �'�� ' ;:`� ;• ',, a+��r • �� i BACKFILL WITH 100%WASHED ' 3 IT THIS IS A WATERING GUIDE UFUL DIRECT- CONCRETE CONCRETE SAND TO GRADE. ---- r" ��� o ONLY.SITE,SOIL AND PLANT 120-VOLT WIRE ' •' " ' s` ' ' ' BURIAL WIRES :��� • ';�y�-:=r•• ��"`��{,:-• ��,:.:,.�.:.,:.,�::. • .�,,;6 6"MIN., 12"MAX. CONDITIONS VARY GREATLY. o �,;rT • :' ;� �';►.!rir.�t+ ; �;; • +:'•� DO NOT COVER WITH MULCH CONTRACTOR MUST OBSERVE TO CONTROL ' . f,;�': ��' M'r �►. ''k ' '� ' OR TOP SOIL. SAND MUST &� S 1 1$"x18"xg" VALVES ' =35 �: . SECOND EMISSION POINTS IF THE PLANT MATERIAL AND BREATHE. NEEDED AS DIRECTED BY MAKE ADJUSTMENTS AS CONCRETE BASE % IRRIGATION CONSULTANT NECESSARY FOR THE WELL- UFUL DIRECT- ROOT BALL 4 PERFORATED VIEW TUBE, J FOR TREES 42"BOX &LARGER BEING OF THE PLANTS. BURIAL WIRES WRAPPED WITH FILTER FABRIC. (RB) CAP BOTH ENDS. _11- TO CONTROL VALVES NOTE: SHRUB EMITTER- a 8"x$-0"COPPER-CLAD SINGLE GROUNDING ROD SHALL RB x 2 sq. f.>c cA1_�F EMITTER (TYPICAL) 2"90°SWEEP ELL INSTALL BE INSTALLED PER a ( MANUFACTURER. FLUSH W/CONCRETE BASE) `' EXCAVATED TREE HOLE. City of Palm Desert EMITTER LOCATION CONTROLLER DETAIL IRRIGATION TUBE, DRIP EMITTER Water Calculation Chart SLEEVE, TYPICAL OF (2). - PALM TRUNK. C ROOT BALL. O j Maximum Water Allowance In put Zone 1 Seasonal Zone Water Use Target Irrigation Efficient PERFORATED VIEW TUBE, (2) V p �� ETO 1 2 3 4 Turf Rotors Spray/bub Drip LOCATIONS. Spring 14.95 15.85 14 1899 1 0.8 0.75 0.9 Q)` Square Footage Calculations Summer 43.89 46.21 53.7 54.87 Fall-Winter 12.24 12.54 15.3 15.86 Tree 8.Shrub Square foot 64392 TOTALS 71.081 74.61 881 89.72 Turf Square foot p Total Square foot Cobble/Boulder Seasonal rage Plant Factors r�an �A j Total Waterfeasture Square footage Season Turf/Shrub/Trees/Ground Cover Turf cc r foot 64392 1 2 3 4 5 6 7 View (�] Total Lansca a Square oo Warm k p Low Low/Mod Mod Mod/High High Combined 5017o 5070 5076 62.50% 75% Season - �0 I Zone No. Eto Water Adj. Total Conversion Fcictors Total Spring 0.22 0.4 0.58 0.74 0.9 0.62 �•� � � Factor Sq.ff. 0.62 748 MWA Summer 1 0.331 0.461 0,581 0.74 0.9 0.54 1 57.01 0.5 64392 0.42 748 1521.399 Fall/Winter 0.24 0.411 0.581 0.74 0.9 0.59 2 66.82 0.6 0 0.42 748 0 c� U U 2 748 0 0. 6PALM TREE PLANTING DETAIL f 3a 75 0.5 a 3b 88 0.5 0 0.421 748 0 4 93.9 0.5 0 0.621 748 0 Plant/IRlgation System Type: Zone IR.Eft. Area Seasonal Plant Factor _ Plant/IRlgation System Type: Zone IR. Eft. Area Seasonal Plant Factor. Spray/Bub/Drip 1 0.9 0.000 4 Mod/High Spray/Bub/Drip 1 0.9 812.203 8 Mod Tree Total Number of plants 4519 Season Zonal Eto Plant Area onversion Factors Estimated Season Zonal Eto Plant Area onversion Factors Estimated Number of plants by water use %of Total Landscape Square Footage Value Factor s .ft. 0.62 748 Irri.Eff. Water Use value Factor s .ft. 0.62 748 Irri.Eff. water use . 1 Low 3228 0.714 45996.321 Sprin 12.54 0.65 0 0.62 748 0.9 Spring 12.54 0.5 $12.2027 0.62 748 0.9 4.69 ' 2 Low/Mod 0 0.000 0.000 Summer 34.77 0.651 0 0.62 748 0.9 Summer 34.77 0.5 812.2027 o.62 748 0.9 13.00 q� 3 Mod 1076 0.238 15332.107 Fall-winter 9.7 0.65 0 0.62 748 0.9 Fall-Winter 9.7 0.5 812.2027 0.62 748 0.9 3.63 " 4 Mod/Hi 0 0.000 0.000 TOTAL 0.00 TOTAL 21.32 5 High 0 0.000 0.000 �� I 6 Low Trees 85 0.019 1211.179 Plant/IRlgation System Type: _ Zone IR.Eff. Area Seasonal Plant Factor: 7 Low/Mod Trees 0 0.000 0.000 Plant/Irrigation System Type: Zone iR.Eff. Area Seasonal Plant factor Spray/Bub/Drip 1 0.9 0.000 9 Mod/High Tree 8 Mod Trees 57 0.013 812.203 Spray/Bub/Drip 1 0.9 0.000 5 High Season Zonal Eto Plant Area onversion Factors Estimated 9 Mod/Hi Tree 0 0.000 0.000 Season Zonal Eto Plant Area Estimated Value Factor s .ft, 0.62 748 Irri.Eff. Water Use 10 High Trees 73 0.016 1040.189 Value Factor scis ff. 0.62 748 irri.Eff. Wafter Use Spring 12.54 0.65 0 0.62 748 0.9 1 Total 4519 spring 12.54 0.8 0 0.62 748 0.9 Summer 34.77 0.65 0 0.62 748 0.9 i Summer 34.77 0.8 0 0.62 748 0.9 Fall-Winter 9.7 1 0.65 1 01 0.62 748 0.9 Fail-winter 9.7 0.8 0 0.62 748 0.9 TOTAL 0•00 i TOTAL 0•00 PlantArrigation System Type: Zone IR.Eff. Area Seasonal Plant Factor. Plant/Irrigation System Type: Zone IR.Elf. Area Seasonal Plant Factor: Spray/Bub/Drip 1 0.9 1040.189 10 High Tree Spray/Sub/Drip 1 0.9 45996 1 Low Shrub Plant/irrigation System Type: Zone IR. Eff. Area Seasonal Plant Factor. Season Zonal Eto Plant Area onversion Factors Estimated Season Zonal Eto Plant Area onversion Factors Estimated Spray/Bub/Drip/Bub/Dri 1 0.9 1211.179 6 Low Tree Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Season Zonal Eto Plant Area onversion Factors Estimated Spring 12.54 0.8 1040.189 0.62 748 0.9 9.61 revisions: Spring 12.54 0.2 45996.32 0.62 748 0.9 106.24 Value Factor s .ft. 0.62 748 IRI.Eff. water use Summer 34.77 0.8 1040.189 0.62 748 0.9 26.65 Q Summer 34.77 0.2 45996.32 0.62 748 0.9 294.58 Spring 12.54 0.2 1211.179 0.62 748 0.9 2.80 Fall-Winter 9.7 0.81 1040.1891 0.62 748 0.9 7.43 0 Fall-Winter 1 9.7 0.2 45996.32 0.62 748 0.9 82.18 Summer 34.77 0.2 1211.179 0.62 748 0.9 7.76 TOTAL 1 43.69 TOTAL 483.01 Fall-Winter 9.7 0.21 1211.1791 0.62 1 748 0.9 2.16 TOTAL 12.72 Total Tree And Shrub 963.24 project#: Plant/IRigation System Type: Zone IR. Eff. Area Seasonal Plant Factor LRC007 ` � Spa /Bub/Drip 1 0.9 0.000 2 Low/Mod Shrub Plant/Irrigation System Type: Zone IR. Eff. Area Seasonal Plant Factor Plant/IRlgation System Type: Zone IR. Eff. Area Seasonal Plant Factor. &CE1 v JFD scale: Season Zonal Eto Plant Area C onversion Factors Estimated Spray/Bub/Drip 1 0.9 0.000 7 Low/Mod Tree Spray/Bub/Drip 1 0.75 0 11 Turf Value Factor s .ft. 0.62 748 Irri.Eff. Water Use Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area onversion Factors Estimated issued for: 12.54 0.35 0 0.62 748 0.9 Value Factor s .R. 0.62 748 Irri.Eff. Water Use Value Factor s .ft. 0.62 748 Irri,Eff. Water Use St CITY REVIEW Serin g m 12.54 0.76 0 0.62 748 0.75 PU&LIC drawn TEAM Sumer 34.77 0.35 0 0.62 748 0.9 Spring 12.54 0.35 0 0.62 748 0.9 spring Sum Fall Winter .7 0.35 0 0.62 748 0.9 Summer 34.77 0.35 0 0.62 748 0.9 Summer 34.77 0.6 0 0.62 748 0.75 CiTy OF �1_p4' TOTAL 0.00 Fall-winter 9.7 0.35 0 0.62 748 0.9 FaI1-winter 9.7 0.76 0 0.62 748 0.75 �'A�M LS��rE�rT date: TOTAL 0.00 TOTAL 0.00 O4/ Z�O6 drawing: Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Plant/irrigation System Type: Zone IR.Eff. Area seasonal Plant Factor. Total Turf 0.00 CVWD SIGNATURE BLOCK IlTlgation Details Spray/Bub/Drip 1 0.9 15332.107 3 Mod Spray/Bub/Drip 1 0.9 812.203 8 Mod Tree Season Zonal Eto Plant Area onversion Foctors Estimated Season Zonal Eto Plant Area onversion Factors Estimated Plant/Irrigation System Type: Zone IR.Eff. Area Seasonal Plant Factor These plans have been reviewed*by the Coachella Valley Water District in Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Waterfeature 1 1 0 12 Moving accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, 12.54 0.5 15332.11 0.62 748 0.9 88.54 Spring 12.54 0.5 812.2027 0.62 748 0.9 4.69 Season Zonal Eto Plant Area onversion Factors Estimated Section 65597 et seq.requiring efficient landscape and irrigation design in sheet# Spring .54 0.5 15332.11 0.62 748 0.9 245.48 Summer 34.77 0.5 812.2027 0.62 748 0.9 13.00 value Factor s .ft. 0.62 748 Irri.Eff. Water Use cooperation with the local governing agency(City or County). Summer 12 12.54 1.2 0 0.62 748 1 *Approval of this drawing b CVWD Staff does not constitute approval to Fail-Winter 9.7 0.5 15332.11 0.62 748 0.9 68.48 Eau-Winter 9.7 0.5 812.2027 0.62 748 0.9 3.63 Spring 5 Y L6 ,02 TOTAL 402.50 TOTAL 21.32 Summer 34.77 1.2 0 0.62 748 1 encroach into district and USSR Rights-of-Way.Trees,plants,walls and Fall Winter 9.7 1.2 0 0.62 748 1 permanent structures of any kind may not be planted or installed in CVWD and USSR easements orright-of-way without first obtaining an TOTAL 0.00 encroachment permit from CVWD, 10 of 12 Date: I I Total Waterfeature 0.00 Water Management Supervisor Total Estimated Water Use 963.24 Development Service Supervisor Copyright®2ao3 by Greey I Pickett Protessbnd Corp. •- I � I PLANTING SPECIFICATIONS PART 1 - GENERAL 1.11 WARRANTY PART 3 - EXECUTION ~ 1.01 WORK INCLUDED Submit warranty to Owner's Representative. 3.01 GENERAL 3.11 WATERING C � LU 00 ` • Landscape finish grading. Trees,Saguares and Ocotillos • 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 o • Tree supports and headers. 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 x N O manufacturers and these specifications,consult with Owners bottom of the hole to the top of the ground to avoid drying out until the entire 00 o, • Planting Owner,abuse or damage by others.. • Watering Representative for a decision. planted area is thoroughly watered and the soil soaked to the full depth of � � • Maintenance Owner must follow Landscape Architect's maintenance schedule and p d tl e each Cant hole. Water stream shall no#cause damage to planting hole or ? n provide current maintenance log to Owners Representative. Do not begin planting until the irrigation system is completely installed,is plant. Keep exposed roots wet by means of moist sawdust,peat moss or b ° 00 Definitions: adjusted for full coverage and is completely operational. burlap at all times during planting operation. Repeat watering as often as b 3.. Remove and replace dead,unhealthy or girdled trees,saguaros and necessary to keep the ground moist but not soaked,well below the root tl " a Plants-all shrubs and cacti other than trees,saguaros,ocotillos,palms and ocotillos that lose original form and size during warranty period with material system of the plants. o „ o turf. equal to that specified. Replace any material which does not meet 3.02 BACKFILL,IMPORTED FiLL OR ARTIFICIAL SOIL AND GRAVEL c Plant Material-all trees,saguaros,ocotillos,palms,shrubs,cacti,ground requirements within fifteen days of notification. 3.12 CLEAN UP w ,� cover,and other plants. Inspect the integrity of all damp-proofing and water-proofing membranes 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. 1.02 RELATED WORK additional one year maintenance period. concealed by earthwork prior to the placement of any imported soil,backfiA, Burning of trash is not permitted. 00 gravel fill or sub-base. Contractor: Minimum 5 years experience in supply and installation of Shrubs and Other Plantings 3.13 ADJUSTMENT landscape materials. Correct defects prior to proceeding with the work. U A Foreman with a minimum of 5 years experience in related work shall be on Guarantee all other planting will be alive and in satisfactory condition for a Repair or replace Injured plants as directed. Limit pruning only to remove site at all times. period of 90 days from date of acceptance or will be replaced at no 3.03 TOPSOIL dead or injured twigs and branches. additional cost to the Owner. 1.03 SOURCE QUALITY CONTROL maintained in a healthy,sturdy condition during Import additional topsoil only as required to bring planting areas up to finish 3.14 MAINTENANCE PERIOD � All plant material shall be Y Y v Provide certificates of inspection for all materials as required by law or the warranty period b the Contractor. grade. Spread and cultivate soil so that no settling takes place at any time. p #Y P Y regulation. When the Owners 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 the Contractor,in writing,that the maintenance period is to begin. Package standard materials with manufacturers certified analysis. Provide perennials shall be subject to an additional 90 day maintenance period. 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 ^' areas for a period of 90 days. Maintenance includes watering, Provide trees and shrubs grown in a recognized nursery in accordance with 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 PART 2 - PRODUCTS AND MATERIALS shrubs and ground cover beds and areas unless shown otherwise. conditions similar to conditions at project site and free The Landscape Contractor,in order to protect his guarantee and in F grown under climatic c p J At all planting areas,make entire area smooth and even to finish grade. conjunction with the Landscape Maintenance Schedule supplied by the of disease,insects,eggs,larvae and defects such as sun-scald,knots, 2.01 FILL MATERIALS p '�Q 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 Landscape Architect,shall provide a supplemental typewritten Provide dry,Ieose material for fill,backfill,planting backfill and topsoil for drains as indicated. Grade and maintain all flow lines,designated or not,to maintenance instruction booklet on the care and feeding of the �r 0 indicated. Trees and shrubs of sizes larger than those indicated may be planter beds. Frozen or muddy salts not to exceed 1500 pm,and free of used provided roots,root ball,staking and planting pits are increased P Y p allow free flow of surface water. Cultivate entire area to a depth of 6 inches Landscape to the Owner. n-f proportionately. debris,noxious weeds,ingredients or objects detrimental to healthy plant minimum and remove all rock in excess of 1-1/2 inches,all building rubble, t 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 Topsoil: Screened,fertile,friable,from well drained arable land,free of satisfactory growth. presentative determines the work the maintenance period. If the Owner's Re ANSI 60.1 -American Standards for Nursery Stock. is satisfactory,the maintenance period will end,t the date of the Final refuse,roots,heavy clay, noxious weeds or any material toxic to ,9 �P Inspection. If the maintenance is unsatisfactory,the maintenance period will plant growth;contents as follows: be extended,at the Contractors expense,until such time as all corrections MAL % are made and the work is inspected and approved by the Owners 1.05 SAMPLES SiIt:20-45 3.05 HERBICIDE APPLICATION-NOTE:PRE-EMERGENT HERBACIDE SHALL Representative. Rentention will not be released until Final Inspection is Submit the following material samples to Owners Representative a minimum Clay.15-207* NOT BE USED DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS of 48 hours prior to start of work. Sand:30-b0% made and approval issued by the Owners Representative. Organic Material PROJECT. Topsoil for backfril mix(trees and shrubs). g 3.15 FIELD QUALITY CONTROL Compost (natural or otherwise): 27 minimum Apply contact herbicides in accordance with manufacturers pH:7.0-8.3 Tree supports. Soluble salts;1,500 ppm. recommendations. Prior to application, moisten areas for fourteen days to Notify Owners Representative of the requirement for inspection at least 48 Decomposed granite. encourage weed germination and growth. Apply before weeds attain a hours in advance. Inspections are required,but not limited to,the foRoWng: Boulders. Nutrients: enough to bring levels of acceptable plant growth. height of 6 inches. Remove taller weeds manually. •_Inspection and acceptance of plant material poor to The Owners Representative reserves the right to take and analyze samples Percolation rate shall be between 3 to 4 inches per hour. Areas to be landscaped shalt be maintained in a weed-free condition at all shipping. of materials for conformity to specifications at any time. Fumish samples times during construction. e At completion of rough grade and boulder placement upon request by Owners Representative. Rejected materials shall be Existing top soil may be used provided it meets these requirements. g . At completion of landscape finish grading and soil i immediately removed from the site and replaced at the contractors preparation,prior to planting. O 2.02 COMMERICAL GRADE FERTILIZERS i additional expense. 3.06 TREE SUPPORT . At installation of irrigation system,prior to backfilring As required per agricultural suitability and chemical analysis of existing soil. trenches and planting. • During installation of specimen tree,or other specimen Submit samples of decomposed granite for approval of graduation and color. Contractor shall obtain a project specific soils report from which a Stake trees as required for adequate support as shown on the drawings. Sample shall be representative of variations within size and color to be qualified agronomist can recommend fertilizer type,quantity and plant material. provided. Tree supports may be installed to prevent lodging, et allow for trunk • After staking locations for plant holes,but prior to V application. Pp Y p g g-Y movement.Pliable cinch ties or equal that encircle trunks shall be large enough planting;for approval. 1.06 PRODUCT DATE 2.03 SOIL AMENDMENTS to allow for normal growth of the trunk during the firs • During the planting process. t year without girdling. -�� • During the placement and aiming of all right fixtures. Submit to Owners Representative a minimum of 48 hours prior to start of As required per agricultural suitability and chemical analysis of existing soil. 3.07 TREES,SHRUBS,AND VINES • At Substantial Completion of the Work. Q� work manufacturers comprehensive product description,including Contractor shall obtain a project specific soils report from which a • During warranty period to observe maintenance N ; specifications and installation instructions. qualified agronomist can recommend soil amendment type,quantity and Layout locations with stakes or gypsum. Coordinate with Owners procedures. application. Representative to assure appropriate location. • At final Completion of the Work. Q 1.07 CERTIFICATES AND TEST REPORTS 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 Owners A E 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 a3 Submit to Owners Representative a minimum of 48 hours prior to start of 2.04 TREE SUPPORTS Where rock,underground construction or other detrimental conditions are LANDSCAPE INSPECTION SCHEDULE work 2 copies of certificates of inspection as required by governmental encountered at plant pits,Owner's Representative may select alternate W authorities,and manufacturers'vendors certified analysis for sod Tree Stakes: Copper napthenate impregnated lodge pole 12 feet in length location. 1) Sleevi /Grading 0 O Do not expose roots to air except during transplanting.Finish grade at plants a a. Sleeve diameter,type,depth and location ` amendments,fertilizer materials,and chemicals. Submit other data for 24 inch box. No tree stakes are required for salvaged plant material. Q� substantiation that materials comply with specified requirements. . Certificates are required to determine the quality and quantity of all specified 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& Q 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 Topsoil source and nutrient analysis Dig pits with perpendicular sides to a minimum of 2 to 3 times the width(see b. Utilities location Mulch Contact Herbicides: details) of the root ball for containerized trees and shrubs. Dig pits only as Fertilizers/soil amendments/chemicals deep as the root ball to prevent settling of the tree or shrub. c.Boulder type,size,weight and placement 3) Irrigation System Rough-In Contact herbicide (if necessary) shall conform to local and/or state codes, Planting Mixture: a. Trench depth and location Test representative material samples proposed for use. Provide the ordinances,restrictions and recommendations and shall be applied in As required per agricultural suitability and chemical analysis of existing soil. b. Pipe size and class following data: accordance with manufacturers instructions. Contractor shall obtain a project specific soils report from which a c.Pressure test(125psi for 6 hours) Topsoil and planting backfill: qualified agronomist can recommend a planting mixture type,quantity 4) Plant Material(trees&shrubs) Soil PH Particle size,percentage soil texture 2.06 PLANTING MATERIAL and application. a. Condition Percentage organic material b. Type g Plant Material: Healthy,shapely and well rooted. Roots shall show no Nutrient level analysis Y ply 3.08 BACKFiLLING ; all macro,secondary and micronutrient evidence of having been restricted or deformed at any time. All plants shall c.Placement 4=, 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) , salinity 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 ESP knots,sun scald injuries and abrasions of bark. Plants not meeting these detail). Water plants immediately after planting and allow backfill to settle in b. Depth and spacing ' free line requirements shall be considered defective and shall be replaced plant pit. Do not water saguaros offer planting. Do not raise basin rim c.Compaction percolation rate immediately. All plants shall be true to name and shall be tagged,one of above surrounding grade. 6) Final Recommendations on type and quantity of amendments required to bring each variety, All plant material shall be grown in nurseries inspected by the a. Irrigation: levels into acceptable ranges as detailed in Part 2-Products of Materials of State Department of Agriculture unless otherwise approved by the Owners Puddle planting mixture when pit is 2/3 full of plant mix Continue back filling I) Valves,boxes and wiring these specifications. Representative. Do not use trees or shrubs. to within 1 inch of surrounding grade. ii) Controller operation and schedule f 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 and quantity per plant identified as: the source of supply prior to notifying Landscape Architect for inspection. 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 lv) 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. c. Overall Landscape Architect shall submit 2 copies of typewritten instructions 3.09 ANNUALS recommending procedures to be followed by the Contractor and Owner for Plants may be inspected and approved at place of growth for compliance At time of transplanting,soil in flats shall be sufficient so as not to fall apart the maintenance of the landscape work for one full year. with specification requirements for quality,size,and variety. Such approval p y when lifting plants. Install each plant with its proportionate amount of the flat shall not impair the right of inspection and rejection upon delivery at the site 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. revisions: 1.09 PRODUCT DELIVERY,STORAGE AND HANDLING 3.10 DESERT PAVEMENT/DESERT COBBLE Deliver packaged material in containers showing weight,analysis and identification of manufacturer. Protect materials from deterioration at all 0 times. Installation of Desert shall occur as the final step in the landscape process and shall be implemented in such a way as to blend with the undisturbed native 0 Provide protective covers to plant life and trees during delivery. Do not areas. The methods and sequencing proposed in this specification may prune trees prior to delivery. Do not bend-tie trees or shrubs in such a require adjustment to match existing conditions in each specific area. Perform p manner as to cause damage or destroy shape. all work with hand tools rather than powered equipment. RECEIVED LRCOO7 Deliver materials after preparation for planting have been completed. Plant Upon completion of landscaping ensure that final grade has been established scale: immediately. If planting is delayed for more than 6 hours after delivery,set including removal of irrigation wells,and blending and rounding of slopes. N/A plant material in shade,protect from weather and mechanical damage and keep roots moist. Create troughs of varying shapes no less than 2'x8'and approximately 2"deep issued for. and rake in any cobble sized rock that was exposed during the landscape process. I �`.'.' 1 st CITY REVIEW Do not remove container grown stock including ground cover,from Cover the trough with soil to expose only the top half of the cobbles. The cobble containers until planting time. should appear as an outcropping. and should be placed in locations and at a raven y. PUBLIC WORKS DEPARTMENT TEAM frequency that matches the existing native areas. The quantity of cobble used will 1.10 SITE CONDITIONS vary depending on the quantity of cobble exposed during the landscape operation. CITY OF PALM DESERT date: 2/06 Determine location of underground utilities. Execute work as required to Randomly shovel or scatter the soil/aggregate mixture over the disturbed areas in O4 drawing: wing : prevent damage. varying depths no greater then 1/2". Cover approximately 807 of the disturbed d areas with the landscape aggregate. CVWD SIGNATURE BLOCK Plant Specifications Maintain grade stakes set by others until directed otherwise. 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 These Contractor,re his expense,will for be half buried. Cobbles less than 4'can be left on the surface. No special that is to remain is damaged,the Con xp pay placement of these cobbles is intended. accordance plans have been reviewed by the Coachella Valley water District in replacement plant of the same size and species(to be approved by Owners accordance with water Code Title 7,Division 1,Chapter 3,Article 10.3, agent). 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# to blend. cooperation with the local governing agency(City or County). Protect existing utilities, paving and other facilities from damage during landscaping operation. Wet down entire area by simulating rainfall to encourage the larger granite materials *Approval of this drawing by CVWD Staff does not constitute approval to materials to surface and the finds to compact. encroach into district and USBR Rights-of-Way.Trees,plants,walls and Coordinate with other contractors. 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. 1 i of 12 Date: Water Management Supervisor Development Service Supervisor copyright©2003 by Greey I Pickett Professional Corp. Valve Boxes: N T IRRIGATION SPECIFICATIONS Electrical Control Wiring: 1.Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas,and abovelrade for all seeded areas. 1.05 DELIVERY,STORAGE and HANDLING 1.Low Voltage: . PART I - GENERAL Deliver,unload,store and handle materials,packaging,bundling,products,In 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 2.Valve box extensions are not acceptable,except for master valve and flow sensor. C p � dry rP 9 9 9 PP a 9 9 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 .� 1.01 WORK INCLUDED 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. h 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 Work of this Section generally includes a provision of an underground irrigation system including the following: 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: -a 1. Trenching,stockpiling excavation materials,and refilling trenches. 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 3)Master Valve Wires-Blue and yellow. 2. Complete systems including but not limited to piping,backflow preventer,assemblies,valves,fittings,heads,controller wiring,and the entire length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been 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. F_ � final adjustments to ensure efficient coverage as determined by Consultant. dented or damaged shall be discarded,and if installed,shall be removed and replaced with new piping. b.Quick Coupler Valves-Label"QCV." 4- 3. Water connections. c.If multiple controllers are utilized,and wire paths of different controllers cross each other,both common and control wires from each c.Wire Splices-Label wire splices with the letters"W.S" I- - 4. Replacements of unsatisfactory materials. 1.06 JOBSiTE CONDITIONS controller shall be different colors approved by Consultant. LU co d.Drip Piping Blow-out Stubs-Controller letter and station number of each drip piping blow-out. > „ o e 5. Clean-up,inspection,and approval. Protection of Property: d.Control wire connections and splices shall be made with 3M direct-bury splice,SureSplice SK 12-14 connectors,or approved similar dry e.Gate Valves-Label with letters"GV"typical. �L "' N o 6. Tests. splice method. 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. U " 00 o 1.02 REFERENCES 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, g.Manual Drain Valve-Label with letters"MDV." _ 11 Perform Work in accordance with requirement of Conditions of the Contract and Division 01-General Requirements as well as provisions of all to living plants shall be repaired by the Owner,and all costs of such repairs shall be charged to and paid by the Contractor. h.Pressure Reducing Valves-Label with letters"PRV" typical. U I.. N Go applicable laws,codes,ordinances,rules and regulations. Conform to requirements of reference information listed below,except where Sprinkler Heads-As shown on drawings. Purple caps or nozzles for Reclaimed Water use. i.Flow Sensors-Label with letters"FS" typical. b &. a more stringent requirements are shown or sped fled in Contract Documents. 2.Protect buildings,walks,walls,and other property from damage, Flare and barricade open ditches. Damage caused to asphalt,concrete,or tl d a 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 X 1.American Society for Testing and Materials(ASTM)-Specifications and Test Methods specifically referenced in this section. P 9 P 9 � ;-1 o d 2.Underwriters Laboratories(UL)-UL Wires and Cables. 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 w � b n o Existing Trees: boxes no matter the location are to be purple in color and meet all applicable codes and ordinances. � a 1.03 QUALITY ASSURANCE 1.All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand Automatic Controller-As shown on drawings. v d o Backflow Preventer-Install as detailed on Drawings. (� � ,� o e or by other methods so as to prevent damage to limbs or branches. *4 o g o Installer Qualifications-Installer shall have had considerable experience and demonstrated ability in the installation of irrigation system(s) Beddow Preventer-As shown on drawings. Pump Station-Install as detailed on Drawings. .� h of specified type(s)in a neat,orderly,and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability, 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 '� t, 14. experience,and financial stability necessary for this project,submit if requested by Consultant,prior to contract award the following: Manual Drain Valve- As shown on drawings. Electric Control Valves: v 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, r 0) � 1.List of 3 projects completed in the last 2 ears of similar complexity to this Project Description of projects shall include: shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated 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 t3 P J P Y P ty j P P l Air-Relief Valve-As shown on drawings. a.Name of project close to trees having roots smaller than 2 inches in diameter,the wall of the trench adjacent to the tree shall be hand trimmed,making dean cuts of 12 inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes . through roots. Roots 1 inch and larger in diameter shall be painted with two coats of Tree Seal . Trenches adjacent to trees shall be dosed flush with grade. When parallel to roadway,sidewalk or other permanent element or structure,control valve and box are to be installed perpendicular b.Location. 9 r9 P J Pressure Reducing Valve-As shown on drawings. ss, c.Owner. within 24 hours,and when this is not possible,the side of the trench adjacent to the tree shall be kept shaded with moistened burlap or canvas. to element or structure,spaced equally. t:3 d.Brief description of work and project budget. Master Control Valve- As shown on drawings. y 2.Current company financial statement. Protection and Repair of Underground Lines: Main Line Gate Valves-Install as detailed on Drawings. ' n Flow Sensor and Monitor or Transmitter-As shown on drawings. Air-Relief Valves-Install as detailed on Drawings. Z Special Requirements: 1.Request proper utility company to stake exact location(including depth)of all underground utilities. Take whatever precautions necessary a.Tolerances-Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for 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. Control Wiring: ti removal of finish grade treatment,refilling,recompaction,and repair of finished grade treatment. other arrangements have been made. 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 b.Coordination with Other Contracts-Protect,maintain,and coordinate Work with Tasks under other sections. Replacement of Paving and Curbs-Where trenches and lines cross existing roadways,paths,curbing,etc.,damage to these shall be kept prior to installation. c.Damage to Other Improvements-Contractor shall replace or repair damage to grading,soil preparation,seeding,sodding,or planting done to a minimum and shall be restored to original condition. PART III - EXECUTi ON N III under other Sections during work associated with installation of irrigation system at no additional cost to the Owner. Badkfilling-Do not begin badkfilling operation until required system tests have been completed. Backfill shall not be done in freezing weather except with prior �, F d.Work involvingsubstantial plumbing for installation of badcflow reventers,copper service,and related work shall be executed b licensed 3.01 INSPECTION written approval b Consultant Leave trenches slightly mounded to allow for settlement after backfilen is complete. Trenches shall be finished graded prior to �C.� �• ,��� P 9 P PP Y 1.07 WARRANTY/GUARANTY PP Y 9 Y 9 P 9 and bonded plumber(s),performed in accordance with all prevailing codes and regulations. Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory walk-through of system by Consultant. • .A Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee .r e.Work involving connection to,installation,or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded conditions have been corrected. - jr- workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with the manufactureddistributor. to 6"above to of pipe and width of trench when -� _, -+ electrician,performed in accordance with all prevailing codes and regulations. 1.All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe, p p p _ Grading operations,with the exception of final grading,shall be completed and approved by Owner prior to staking or installation of any .cn Settling of backfilled trenches which may occur during guaranty period shall be repaired by Contractor at no expense to the Owner,including site conditions are rocky or otherwise unfavorable. . � 1.04 SUBMITTALS complete restoration of damaged property. portion of irrigation system except sleeving. �' 2.Materials-Excavated material is generally considered satisfactory for badkfilling purposes after completing bedding requirements. Backfill materials shall n OLv Prepare and make submittals in accordance with conditions of the Contract prior to installation. 1 mContractor. 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 9�. a�P Expenses due to vandalism before substantial completion shall be bo a by Staking PREPARATION suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable,or not CALIF CONSTRUCTION RECORD DRAWINGS(As-Builts): Staking shall Occur as Follows: 1.At onset of irrigation installation the contractor shall secure from the landscape architect one dean bond copy of irrigation plan,to use as Owner or representative maintenance company will maintain turf and planting areas during warranty period,so as not to hamper proper operation sufficient to meet backfill,compaction,and final grade requirements. of the irrigation system. 1.Mark with powdered lime or marking paint routing of pressure supply lines,and flag heads and control valve locations for first series of zones , Project Record Print At end of every day,revise Project Record Print for all work accomplished that day in RED ink. Project Record Print as directed by Consultant. Contact Consultant a minimum of 48 hours in advance and request a review of staking. Consultant will review staking and 3.Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations. shall be brought u to-date at dose of working day on eve Frida b a qualified draftsperson. One up-to-date print shall be mailed u9 ?- 9 Y every Y Y q P P- P 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 909'°maximum density in 6"lifts,determined in accordance with ASTM D155-7 utilizing the following methods: 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 Furnish the following maintenance items to Owner prior to final Acceptance: a.Mechanical tamping. Project,contractor shall submit Project Record Print for review,prior to final acceptance.Dimension from two permanent points of reference, Install sleeving under all asphalt paving and concrete walks,prior to the installation of concrete or paving operations,to accommodate piping and b.Puddlin or ndin . Puddling or ndin and/or jetting is prohibited within IY-Ow of building or foundation walls. (building corners,sidewalks,road intersections,or permanent structures),location of the following items: 1.2 sets of special tools required for moving,disassembling,and adjusting each type of sprinkler head and valve supplied on this project Wring. Compact backfill around sleeves to 95%Standard Proctor Density within 2%of optimum moisture content in accordance with ASTM D1557. g � g 9 � g 1 ( 9 P ) g 2.2 keys for each automatic controller. g' p ty P a.Connection to existing water lines. 3.3 quick coupler keys and matching hose swivels. Piping Under Paving: b.Routing of pressure supply lines(dimension every 100 feet along the routing). Trenching-Trench excavation shall follow,as much as possible,layout shown on Drawings. Dig trenches straight,and support the pipe continuously on the c.Electric control valves. 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 "C3 f 1 d.Quick coupling valves. .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 sleeving as required by municipality,or as shown on plans. e.Drip line blow-out stubs. In addition to installed system furnish the following Items to Owner. 2.Piping shall be bedded with construction grade sand-6 inches below pipe to 6 inches above pipe and the width of the trench. i f.Control wire routing(if not with pressure supply line). 1. 4 per 100 installed drip emitters of each type used. 1.Clearances: 0 g.Other related equipment as directed by Consultant. 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. .- 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. Contractor shall provide a Digital version of the Project Record Print with ALL changes,additions and modifications erformed during theproject 4.Set in place,cap,and pressure test all piping under paving,in presence of Consultant or Owner prior to backfilling and paving operations. 0 P 9 1 9 P 9 c.For Reclaimed Water systems,2-foot vertical(below)and 6-foot horizontal separations from potable lines are required per industry standards. I Installation. This digital file shall be compatible with the Adobe Acrobat*format(also known as Portable Document Format or PDF),and submitted 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 V I , 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. 2.Pipe and Wire Depth: 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 Contractor shall also provide both a hard co and Electronic Form version of the Controller Data Sheets to the Consultant. Hard copy and Gen MATERIALS a.Pressure Supply Piping-24 inches from top of pipe(30 inches where 6"and larger pipe is on project). -L.= P PY b.Non-pressure piping -12 inches from top of pipe, and/or concrete. Electronic Forms shall be provided to the Contractor b Coates Irrigation Consultants Inc. General Piping: 0 P Y 9 c.Control Wiring-Side and bottom of pressure supply line. 3.04 FIELD QUALITY CONTROL * the scanning f oversize documents such as plans into the Adobe Acrobat format. I wired contact Note: All piping for reclaimed water systems shall be purple colored,or wrapped with reclaimed"sock"or reclaimed marking tape,and main d.Drip piping-12 inches from top of pipe. Several vendors provide for a sca goo p rma. f required,co 0 Coates Irrigation Consultants Inc.for recommended vendors. 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, 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. a 2.Consultant will not certify any pay request submitted by the Contractor if the as-built drawings are not current,and processing of " 3.Boring will be permitted only where pipe must ass under obstructions which cannot be removed,and must be approved b Consultant if not Cap riser after flushing. a> 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 and rubber-ring joint for 3 and larger with ductile iron fittings. 9 P Y P P P O PP Y ._. 4 E 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 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 �A 3.Drip Piping-112"Class 315 PVC,Solvent Weld unless otherwise specified on plans. equipment specified time frame,Consultant shall collect the data for programming purposes,and charge the Contractor for time and materials. table if installed fir jacking ororing,an through es. all other test a ment � � � i first by jacki boring, pipe laid thh sleeves. Observe same precautions as though pipe were installed in open ui 3.Prior to scheduling walk-through for substantial completion,Contractor is to submit all as-built information to the Consultant for approval. acceptrench. P�T•�� k� (� 4.Emitter Tubing-by emitter manufacturer. 1.After badkfilling,and installation of all control valves&quick coupler valves,fill pressure supply line with water,and pressurize to 40 PSI over the designated F--�i :3 CONTROLLER CHARTS-Do not prepare controller charts until record(as-built)drawings have been approved by the Consultant 3.03 INSTALLATION static pressure or 120 PSI,whichever is greater,for a period of 2 hours. C> 0 `~ Plastic Pipe and Fittings: J- 0 1.Provide controller chart,automatic controller. 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. a.Controller drawing may be same size reproduction of the record drawing,if scale permits fitting them inside the oontroller door without 1.Identification Markings: installation. "� i folding drawing. If photo reduction prints are required,keep reproduction to maximum size possible to retain full legibility. Chart may 3.Leaks-Detect and repair leaks. _3 ; also be Controller Data Sheet as for central-satellite systems,if approved by Consultant. a.All pipe to be identified with following indelible markings: PVC Piping: 4.Retest system until pressure can be maintained for the duration of the test. __ _ }� r l I . 1)Manufacturer's Name. - C7 U U b.Controller chart shall be bond print of actual as-built system,showing area covered by that controller,or Controller Data Sheet showing 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. information on each station,and with complete description of each station's location. 3)Schedule or class. 4 Pressure Rating. 2.When pipe laying is not in progress,or at end of each day,close pipe ends with fight plug or cap. (Perform work in accordance with good practices , c.Identify area of coverage of each remote control valve,using a distinctly different pastel color for each zone. Highlight heads,lateral piping, ) g ) Walk-Through for Substantial Completion: i and control valves. 5)NSF(National Sanitation Foundation)seal of approval. prevailing in piping trades). 6)Date of extrusion. 1.Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through. I d.Following review of controller drawings by Consultant,hermetically seal each chart between two layers of 20 mm thick dear plastic. 3.Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized e.Controller chart shall be completed and approved b Consultant riot to final completion walk-through of irrigation s stem. 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 and valEntire ve System shall adjusted accordingly.pletellin installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height P PP Y P P 9Y 1 f.Attach approved controller chart to inside of each controller door using self adhesive velcro strips. 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. , pp g ps. 3.Operate each zone in its entirely for Consultant attune of walk-through,and open all valve boxes %: cell classification 12245-B,Type 1,Grade 1. 5.Use 45-degree ells when making perpendicular crossings of above-grade PVC piping,to depress bottom pipe. ,.� " CENTRAL CONTROL SYSTEM PROCEDURES: If shown on plans): 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 Lisf). " ( P ) 6.Lay pipe and make all plastio-to-plastic joints in accordance with manufacturer's recommendations. ' , i 1.Contractor shall be responsible to provide and install all specified central control equipment to result in a complete and working system, 1)Threads-Injection molded type(where required). Po P P e9 P P 9 Ys 2)Tees and ells-Side gated. 5.Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents,and as directed by Consultant(.; I whether or not all appurtenances are shown on plans. System shall include central computer;data output unit(CCU);satellite controllers; Drip Piping: ,. PP P Y tP ( ) b.Threaded Nipples-ASTM D2464,Schedule 80 with molded threads. all grounding and surge protection;radio equipment ifs specified;communication cable Wring if specified;master valves and flow sensors c.Joint Cement and Primer-Type as recommended b manufacturer of i e and fittings. 1.Install fitting connections per manufacturer's recommendations. 6.During walk-through,expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and , 'll g g PP g P y P P g installed as designed;prior to placing of all mulch material. Schedule separate walk-through if necessary. k v : I if specified;and weather station if specified. 2.Use threaded risers and Sch.40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings. 2.Following installation of each controller,contractor shall record all station data on a"Data Sheet"provided by the Consultant This data Low Pressure/Volume Systems 3.Install drip line blow-out stubs at all dead ends of drip piping. ' shall include the type and quantity of irrigation devices on each station,nozzle type,arc,area of control(turf,trees,shrubs,etc.), 1.Emitters as indicated on drawings. 4.An deviations from drip pipe routing shown on drawings must be approved b consultant nor to installation. Walk-Through for Final Completion: Y PPP 9 9 Y P 11 1 valve size,gpm,location,etc.as shown on the Data Sheet. 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. 3.Fittings-Schedule 40 PVC,or as recommended by piping manufacturer. Control Wiring 3.Prior to final walk-through for each area of the project,contractor shall confirm that the following has been accomplished: 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. i a.Construction record drawings per 1.04.1. a.Wye Strainer-Plasti�ber lass construction with 150 mesh nylon screen and blowout 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 i b.Data Sheets for Controllers. y g y 3.Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through P P (CCU). y p p type synthetic, p g g pipe,on top of initial pipe bedding,or in separate trenches. to ensure correction of all incomplete items. c.Proper communication between computer and output unit CCU. b.Control Valve-2-way, pilot operated a made of s thetic,non-corrosive material;diaphragm-activated hra m-activated and slow dosing. P d.Proper communication between output unit(CCU)and Satellite Controllers. 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 e.Proper communication between Flow Sensors and Monitors. 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 I f.Verify continuity on all communication cables. 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, Arrange for the certification of"RainSafe"controller cabinets b Horizon and/or Rain Bird to confirm components Copper Pipe and Fittings: Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor,in amount equal i 9• 9 Y Po d.Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method. for extended warranty(if applicable). to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance 1.Copper Pipe-Type K hard tempered. e.Install control wire splices not occurring at control valve in a separate splice valve box. 4.Extended Warranty. Rain Bird's Five-Year Professional Warran includes the following: 2.Fittin s-Wrought copper,solder e. with Contract Documents. I ty" g 9 9 PP 1 type. f.Install one control wire for each control valve. rE•visions: a.Extends the conditions of the three-year,over-the-counter product warranty to five years. 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 b.It shall insure that an authorized Rain Bird representative will be at the job site within 24 hours of notification of a product problem. 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 Upon substantial completion of installation,fine-tune entire system by regulating valves,adjusting spray patterns and break-up arms/screws,and setting pressure i c.Warranty includes a five-year product and labor warranty. If the product fails to meet Rain Bird specifications,and the Rain Bird Brass Pipe and Fittings: controller. 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 � j representative is unable to resolve the deficiency,the product will be replaced at no cost to the client with the product of their choice. 1.Brass Pipe-85%red brass,AMSI Schedule 40 screwed pipe. h.Run all future control wires from controller pedestal to point indicated on drawings. Coil a minimum of ten(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 0 This includes Contractor's labor for product replacement at their normal hourly rates. ; 2.Fittings-Medium brass,screwed 125 pound lass. round valve box. Label all wires at termination. at same pressure+/-7%. d.In the event of a product problem,and the Consultant is required to spend additional time not covered by their contract as a result project#: of this problem,then Rain Bird will reimburse the Consultant for time and materials at their normal hourly rates, Quick Coupling Valves-Brass two-piece body designed for working pressure of 150 psi,operable with quick coupler. Equip quick 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, LRC,007 *Project Qualifications: 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. RECEIVEDscale: h°/A a.The Consultant must be currently certified as an irrigation designer by the irrigation Association,the American Society of Irrigation Automatic Controller. All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated. Consultants,or licensed in the project state to practice landscape architecture which includes irrigation design. Valve Boxes: P P g 9 issued ,for b.The project must consist entire) of Rain Bird products where applicable i.e.:excluding pipe,fittings,&wirin .If an corn etitive Note: All box covers for reclaimed waters systems shall be purple colored,and marked for reclaimed. 1.Install controller in accordance with manufacturer's instructions as detailed and where shown on Drawings. i st CITY REVIB V p 1 y p pp ( g p•p g g) y p Ys Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no Connect remote control valves to controller in numerical sequence as shown on Drawings. drawn b products are INSTALLED on the project,the warranty will be the standard trade warranty as delineated in the Rain Bird product catalog, 2. additional cost to the Owner. Y c.The Rain Bird representative must be notified in the event of a product problem at least twenty-four(24)hours prior to an in-field meeting. 1.Drip Line Blow-out Stubs,and Wire Stub Box-Carson#910-12. 3.Final location of controller shall be approved by Consultant prior to installation. PUBLIC t TEAM 2.1-inch through 2-inch Control Valves-Carson#1419-13B. +yC R tS(,Fn'1 c?' �r� .. d.Installation must be certified b authorized Rain Bird representative in conformance b plans. 9 4.Each controller shall have a dedicated separate ground wire and surge protection. Ci i r'nF air n, . -�_ date: Y3.06 CLEANING =R� 3.Drip Valve Assemblies-Carson#1419-13B, 5.Above-ground conduit shall be rigid galvanized with appropriate fittings. Below-ground conduit shall be Schedule 40 PVC. 04112106 Operation Manual: Maintain continuous cleaning operation throughout duration of Work. All trash or debris generated by installation of irrigation system shall be property disposed of 4.Control Wiring Splices-Carson#910-12. drawing: I Submit 3 sets of Operations Manual to Consultant for approval,prior to scheduling the final completion wank-through. Manual is to include Quick Coupler Valves: by Contractor off-site. CVWD SIGNATURE BLOCK Irrigation Specifications the followingin a 1 x 3 tin binder. 5.Main Line Gate Valves-Carson#910-12. 9 6.Air-Reiief 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 1.Index sheet stating project name,and listing Contractor name,address,phone number,and contact person. Include same information for 7,Manual Drain Valves-Carson#1419-13B. no more than 45 degrees and no less than 10 degrees.Install quick coupler as detailed. j Primary Sub-Contractors. 8.Pressure Reducin Valves-As shown on detail. These plans have been reviewed*by the Coachella Valley Water District in III I 9 Drip Valve Assemblies-Install drip valve assembly as detailed. 2.Manufacturer cut sheets for all material components of Irrigation system. Highlight or circle specific models or items. accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3, Drip Emitters-Install drip emitters as detailed. Section 65597 et seq.requiring efficient landscape and irrigation design in Sheet# cooperation with the local governing agency(City or County). I *Approval of this drawing by CVWD Staff does not constitute approval to i encroach into district and USBR Rights-of-Way.Trees,plants,walls and permanent structures of any Idnd may not be planted or installed in CVWD L7 . 2 . and USBR easements or right-of-way without first obtaining an ! encroachment permit from CVWD. 12 of i t Date: Water Management Supervisor Development Service Supervisor Copyright 2003 ; p p Greey I Pickett©fessiorm Corp.