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HomeMy WebLinkAboutWachovia Bank Landscape & Irrigation Plans DATE REVISIONIISSUE SHEET INDEX 06.21.07 50%CONSTRUCTION DOCUMENTS 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 P084IC WORKS/LANDSCAPE SUBMITTAL LANDSCA & IRRIGATION LANS 10.31.07 REVISIONS 1/BID SET AlL000 COVER SHEET L100 LANDSCAPE CONSTRUCTION PLAN FOR L190 LANDSCAPE CONSTRUCTION DETAILS L200 IRRIGATION PLAN L290 IRRIGATION DETAILS LANDSCAPE ARCHITECT WACHOVIA BANK '-291 IRRIGATION DETAILS L292 IRRIGATION SCHEDULE L300 PLANTING PLAN (TREES/PALMS) A 301 PLANTING PLAN (SHRUBS,CACTI, AND GROUNDCOVERS) OF ALM D S RT ' CAM L390 PLANTING DETAILS IVY Y 434 West Cedar 00 Street 3 PP06- 11 San Diego CA 92101 619.235.53W 619.235.5369 Fax 0 73-051 H I HWAY 111 info@ivyla.com z aLandscape Architecture >_ Planning w 0 r z LANDSCAPE ARCHITECT SEAL O PN PROJECT DESCRIPTION VICINITY MAP WATER CONSERVATION CONCEPT STATEMENT � LCDa21a5egRc�� 4 2 HAROLD E. n O MESTYANEKJR. H U - , 0 O o: Fkp(Ds ATE) o PROJECT SITE: 73-051 HIGHWAY 111, PALM DESERT, CA., 92260 sTgT �a`P LANDSCAPE NARRATIVE E OF CA� F 0 W LANDSCAPE MATERIALS INTENT. PROJECT LOCATION: PORTION OF BLOCK 'A', PALM DESERT TRACT, MB21/50-54. RIV. CO. RECORDS CATHEDRAL THOUSAND W THE BUILDING ENTRY SHALL HAVE DECORATIVE CONCRETE PAVING FROM THE CITY PALMS LANDSCAPE ARCHITECT/ IRRIGATION DESIGNER/ CONTRACTOR: HAROLD E. MESTYANEK = SIDEWALK TO THE MAIN LOBBY TO COMPLIMEENT THE ARCHITECTURAL COLORS. RAMON RD z THE NATURAL GRAY CONCRETE PEDESTRIAN WALK SHALL LEAD THE BANK Z CUSTOMERS TO THE BUILDING ENTRY OR ATM FROM THE CITY SIDEWALK INCLUDE IN THIS PROJECT SUBMITTAL PACKAGE ARE: (CHECK TO INDICATE COMPLETION) CONNECTION ALONG HWY.. 111, AND THE PARKING LOT. DECORATIVE COBBLES, o Q BOULDERS, AND DECOMPOSED GRANITE IN THE LANDSCAPE SHALL PROVIDE A GERALD FORD 1. MAXIMUM ANNUAL WATER ALLOWANCE: U BOLD, NATURAL FORM AGAINST THE BUILDING, ALONG WITH LOW BERMS IN THE LANDSCAPE AND DEPRESSIONS THAT ALSO ACT AS DETENTION AREAS. o CONVENTIONAL LANDSCAPE: 387 100 CUBIC FEET/YEAR + RECREATIONAL TURF GRASS LANDSCAPE: 0 100 CUBIC FEET/YEAR (NO TURF) Q LANDSCAPE PLANTING INTENT. FRANK SINATRA = MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: 387 100 CUBIC FEET/YEAR Q THE LANDSCAPE AT MATURITY WILL HAVE DROUGHT TOLERANT LOW PALM = MAINTENANCE PLANTS AROUND THE BUILDING AT VARYING HEIGHTS THAT WILL DESERT 2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE: REFLECT THE DESERT PLANT COMMUNITIES. TURF GRASS HYDROZONES: 0 100 CUBIC FEET/YEAR a. PALO VERDE CANOPY TREES INSTALLED IN THE PARKING LOT AND AT THE couNTRYCLusDR RECREATIONAL TURF GRASS HYDROZONES: 0 100 CUBIC FEET/YEAR LL WEST CORNER OF THE BUILDING WILL BE A MINIMUM OF 36" BOX SIZE AND WILL RANCHO ; z `� LOW PLANT HYDROZONES: 35 100 �:.". !SIC FEET/YEAR PORTION OF BLOCK"A" PALM O MIRAGE o ¢ 42NDAVE F- z DESERT TRACT, MB 21/50-54, OFFER YELLOW FLOWERING DURING THEIR BLOOMING PERIOD. MEXICAN FAN a } " 57 _1r��0� CUBIC FEET/YEAR PALM TREES WILL BE INSTALLED ON THE NORTH AND WEST SIDE OF THE y = W � LL MEDIUM PLANT HYDROZONES: Rlv. co. RECORDS IN THE SW BUILDING AND BE INSTALLED AT VARYING HEIGHTS BETWEEN 12 15 BROWN �7 SB OF SECTION 20, TSS, R6E, °-�, ' - o 0 0 HIGH PLANT HYDROZONES: 10 100 . IBlC FEET/YEAR SBBM TRUNK HEIGHT. THE GROUND PLANE DESERT PLANTS INSTALLED, WILL BE A m � o °o WATER FEATURES: 0 100 CUBIC FEET/YEAR w MINIMUM SIZE OF 5 GALLONS AND WILL REQUIRE LOW WATER AMOUNTS WHILE a U FRED WARNING DR PROVIDING COLORS & FLOWERS IN THE LANDSCAPE. CACTI AND SUCCULENTS ESTIMATED ANNUAL TOTAL APPLIED WATFr2 USE: 151 100 CUBIC FEET/YAR w WILL ALSO BE PLANTED THROUGHOUT THE LANDSCAPE TO ADD VISUAL 111 ° INTEREST TO THE GROUND PLANE WHILE TYING THE LANDSCAPE INTO THE EL PASEO 3. EATAWU < MAAWA - SEE SHEET L292 . � SURROUNDING PALM DESERT LANDSCAPE. INDIAN M ` = WACHOVIA BANK SITE WELLS _ 73-051 HIGHWAY 111 4. LANDSCAPE DESIGN PLAN - SEE SHEETS L300 & L301 OWNER: WACHOVIA W Two Wachovia Center F 5. IRRIGATION DESIGN PLAN - SEE SHEET L200 19th Floor 0 301 South Tryon Street Z 6. GRADING DESIGN PLAN - SEE CIVIL SHEETS 1 & 2 Charlotte , NC 28202 W ` LL O MAP NOT TO SCALE 7. SOIL CHEMICAL ANALYSIS (OPTIONAL) - SEE NOTE 13 / SHEET L100 Cn STU 0 10 E W _ A R C H I T E C T S o DATE: PREPARED BY: z W - APPRO VED • DOE C = Fl DSCAPE GE �Q,S �(/2 2 2 5 8 First Avenue DA • ,� APPROVED �` o LANDSGgpE San Diego, California 92101 W a BY T 6"19.235.9262 F 619.235.0522 Y � DATE: 5 G�IVRA t �I VET W COVER a g SHEET � o �UBLJC Y'A pEk�RT z o _ _ toy v .� L.$ir- t ' tj- Et{T DRAWN BY W io �ry` r COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT DATE p� JOB NUMBER October 5, 2007 Ir i FT 0; LEW X C��1���dUi�!tT�f La �►'�:LOP�}9E6lIT A-Pr77DBY- DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 a SCALE BRANCH NO. 99 0 C.C.: .�. NO. TAr F LETTER o 0 P.C. R-ZS.N0. [1 RC ACTION Fonm PROPERTY ID# SEE PLAN 614010 PALM DESERT a 3Y A NORTH SHEET NO. C6)e,r4���2 /VAS GJ ¢ 4✓ Date Cn - rnT cu 1 Cr"nrENCE WITHIN LO O U C O w SIGNATURE DATE SIGNATURE DATE NORTH OF - � I � DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS ST A T E H W Y 1 1 1 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 A 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 11 2 7 } 6 A 7 12 9 2 7 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL LEGEND: 10.31.07 REVISIONS 1/BID SET Q 1. CONSTRUCT INTEGRAL COLORED CONCRETE PAVING WITH SAW CUT JOINTS PER PLAN. .. COLOR & FINISH TO BE SELECTED BY THE LANDSCAPE ARCHITECT. I:::::::::::::::::: ::::::::::::::::::::: ::::::::::::::::::::: ::..... .......... .:::::.:::::.:::::::::::::::::::::::::::::::::::::.... SEE DETAIL A, SHEET L190. -:I 2. FURNISH AND INSTALL LANDSCAPE BOULDERS PER PLAN. LANDSCAPE ARCHITECT ° 8 ° G a a { COLOR: 'CALIFORNIA GOLD' BY SOUTHWEST BOULDER & STONE; ° 144A.® a a 6 A °, -- VARYING SIZES: 3'- V DIA. 9 SEE DETAIL C, SHEET L190. °0, a q �° a 3. CONSTRUCT NATURAL GRAY CONCRETE PAVING WITH A MEDIUM a x. 3 i BROOM FINISH & TOOLED JOINTS. x� ` �... . : : P.A: 4' Alfflk 3'-6 SEE DETAIL A, SHEET L190. IVY �� 434 West Cedar Street Y , ,,. :'���..' . \ :;<= . _ a o m 5 \ a 4. CONSTRUCT 8 CONCRETE BAND IN THE LANDSCAPE PER PLAN. Suite200 .. � �. ° u' W San Diego CA 92101 o — ND APE AR HI T . . .. ::r THE LA SC C T \��. � COLOR TO BE SELECTED BY E O N 619.235.5360 x. SEE DETAIL E , SHEET L190. ~0 4 --- P.A. a- _ ' i = I 6info��lacom - �- L 2" LA j-a - 5. FURNISH AND INSTAL LAYER OF STABILIZED DEC Z � I DECOMPOSED O n x:; .. .. ... GRANITE IN THE LANDSCAPE PER PLAN. COLOR: PALM'SPRINGS GOLD' Landscape Architecture o i:: :: :::. BS1 BY SOUTHWEST BOULDER & STONE. Planning SEE DETAIL D, SHEET L190. =`' ° ® „ LANDSCAPE ARCHITECT SEAL 0 6 7 6. FURNISH AND INSTALL 6 LAYER OF DECORATIVE COBBLE IN THE a LANDSCAPE PER PLAN. _ _ BS2 I - SEE DETAIL F, SHEET L190. �AµDSOpAF ; a i i 4 LIC.42145 -� ';� ' �` 7. FURNISH AND INSTALL 2" LAYER OF STABILIZED DECOMPOSED �� E. o - ,7,�` 2 GRANITE IN THE LANDSCAPE PER PLAN. COLOR: 'SOUTHWEST BROWN' 4 O �. BS3 I BY SOUTHWEST BOULDER & STONE. 3.6 I SEE DETAIL D, SHEET L190. of Cp&% 3 8. FURNISH & INSTALL PRE-CAST CONCRETE TRASH RECEPTACLE. 5 MODEL TO BE SELECTED BY THE LANDSCAPE ARCHITECT. W �, a O I 9. EXISTING SIDEWALK TO BE PROTECTED IN PLACE. 4 \ 14 Z a a 10. FURNISH AND INSTALL TRASH RECEPTACLE. Z B 6 6 B MANUFACTURER & MODEL TO BE SELECTED BY THE LANDSCAPE ° 4 ARCHITECT. J �... : . �� � �� 5 13 I 11. LANDSCAPE DETENTION AREA. SEE CIVIL PLAN FOR PRECISE GRADES. � �_ .. `�\ I 12. LANDSCAPE BERM. SEE PLAN FOR HEIGHT. x° 4 13. LOCATIONS WHERE SOIL TEST SHALL BE TAKEN PER W 13 :: ;s 2 A.�. . �� 6 12 PLANTING NOTE 17, SHEET L390. ... . ° • a 7 .. ......... a MATERIALS LEGEND: ............ 2 ��` ti\ a\` 8 ATM I �A 1-2" DIA. ' GOLDENEYE' COBBLE BY SOUTHWEST BOULDER & STONE o \� A a \\ `I 7 THE CONTRACTOR SHALL VERIFY COLOR SELECTION WITH ARCHITECT/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION & SUBMIT SAMPLES FOR 0 2 ....: 7 REVIEW & APPROVAL. PORTION OF BLOCK"A" PALM o / ° ATM I DESERT TRACT, MB 21/50-54, of g 11 I © aD 3-4" DIA. 'ARIZONA' COBBLE BY SOUTHWEST BOULDER & STONE 1R/4 OF SECTION RECORDS 20, TSSHR Ew ® THE CONTRACTOR SHALL VERIFY COLOR SELECTION WITH ARCHITECT/ C �/ .. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION & SUBMIT SAMPLES FOR SBBM o \ 5 ................. .. ° REVIEW & APPROVAL. Z �, 5 9 10 ❑ I - rl 0 PIP " NOTE TO THE CONTRACTOR: WCd -NO WORK SHALL BE DONE IN THE RIGHT-OF-WAY OWNER - _ UNTIL A RIGHT-OF-WAY PERMIT HAS BEEN ISSUED � — — — — — - — — — — WACNOVIA Two Wachovia Center N SPG -NO UTILITY WORK SHALL BE DONE UNTIL THE 1 9 t h Floor W COACHELLA VALLEY WATER DISTRICT HAS REVIEWED 3 h South Tryon Street Z ti�c� AND APPROVED THE LANDSCAPE PLANS. Charlotte , NC 28202 F- SFIy� _ \ A W ` Otis► STU 0 10 E A R C H i T F C T S 0 Z 0 2258 First Avenue r o Son Diego, California 92101 T 619.235.9262 F 619,235,0522 EXISTING SEWER LATERAL 0 3 N 0' 5' 10, 20' NOTE : TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT 7%=77 W STRUCTURES OF ANY KINK SHALL NOT BE PLANTED, - LANDSCAPE g INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS SCALE 1 -10 0 CONSTRUCTION o_ OR RIGHT- OF -WAY WITHOUT FIRST OBTAINING AN PLAN o ENCROACHMENT PERMIT FROM CVWD. a COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT DRAWN BYDATE w JOB NUMBER October 5, 2007 DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENTn SCALE BRANCH NO. �1� SEE PLAN PROPERTY IN 614010 PALM DESERT Z Q NORTH J SHEET NO. Q O Ll 00 a 1: w SIGNATURE DATE SIGNATURE DATE NORTH OF — I DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 1 2 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 5 3 10.31.07 REVISIONS 1/BID SET Q CV 0 0 : o. o OO 0 Oo o Oo 0-0 . �Q • 4 1 2 LANDSCAPE ARCHITECT CNI BOULDER PER 3 ' , ///\/\ r\\r\\ \\ / 4 ....................... ...................... � CONSTRUCTION PLAN 6" MIN. 9 ............................................... . a FINISH GRADE LEGEND: d. A \ \�/%\\ 95 % COMPACTED SUBGRADE 1. CONCRETE PAVING - REFER TO CONSTRUCTION PLAN FOR IVY BURY BOTTOM 1/3 OF COLOR AND FINISH o '/ /\\//\\//\\//\\//\\// //// 434 West Cedar Street /\ \ �, �, / \/\//\//\� BOULDER 2. #3 REBAR AT 18 O.C. EACH WAY CENTERED IN SLAB Suite 200 \�\\ \\/\\ \\/\ \�\\/ \\/\\/\\/\\/\\/\�j\\/\� \/\\/\\/\\ 3. FINISH GRADE San Diego CA 92101 /\ \j� \// 4. COMPACTED SUBGRADE 619.235.5360 619.235.5369 Fax o LEGEND: 5. 1/4" TOOLED RADIUS info@ivyla.com NOTE: o "*KEY SHALL BE 2 DEEPER THAN REST OF CONCRETE 1. CONCRETE BAND PER DETAIL THIS SHEET. Landscape Architecture 2. DECORATIVE COBBLE PER CONSTRUCTION LEGEND. CONTRACTOR SHALL COORDINATE FINAL PLACEMENT OF BOULDERS IN THE FIELD WITH THE LANDSCAPE ARCHITECT. NOTES: Planning } 3. FILTER FABRIC/WEED BARRIER- CONTINUOUS. A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING Q 4. ADJACENT FINISHED SURFACE/ PLANTER AREA- SEE PLAN. LANDSCAPE ARCHITECT SHALL SPECIFY BOULDER COLORS. 5. 95% COMPACTED SUBGRADE. ARE SHOWN FOR BID PURPOSES ONLY. p LANDSCAPE ARCHITECT SEAL 0 B. 4" MIN. DEPTH @ PEDESTRIAN CONCRETE _ C. 7" MIN. DEPTH @ VEHICULAR CONCRETE Z D. PROVIDE FINISH SAMPLES o `AADsCAPe qP O y� LIC.02145 % �a o LL F DECORATIVE COBBLE NTS C BOULDERS NTS A CONCRETE PAVING NTS F 30111 �P 0 OF CAL\ m LU J W 1/8" LEGEND: W LEGEND: 1 2 1. 1/4" RADIUS EDGE a 1 4 3 2 2. PAVING FINISH SURFACE PER PLAN Z 1 GROUNDCC�VER OR SHRUB AREA 3. JOINT FILLER PER SPECIFICATIONS CONSTRUCTION NOTES. 2 DECOMPOSED GRANITE PAVING- SEE PLAN 4. BACKER ROD PER SPECIFICATIONS 3 STANDARD 1/4"X 4" REDWOOD HEADERBOARD - 3 PIECES. o 00. 0 o 5. TWO-PART POLYURETHANE SEALANT 1. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 1-1/2" :•:•:•:•:•:•:•:••• •:- 4 1 X 3 X 16 REDWOOD STAKES AT 5'-0" O.C. PER SPECIFICATIONS Lij 2. SUBMIT A UNIT COST PER CUBIC YARD FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY .'... STAKES SHALL BE PLACED ON GROUNDCOVER 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ \\ \\ :::::::: ::::::: SIDE AND SET BELOW TOP OF HEADER BOARD. A. TOOL JOINT a AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. 24" O.C., PAPER WRAP ONE END 3. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING ................ . 1/2" NOTES: NOTES: . WORK. \ \ 4. REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE \\ \\ X \\ \\ - NAILS TO BE GALV. COMMON NAILS 2 4 1 5 3 6 A. LOCATE JOINTS PER SPECIFICATIONS WITH APPLICABLE CODES AND REGULATIONS. DO NOT BURY RUBBISH OR DEBRIS ON SITE. ' / ( NAIL AS REQUIRED FOR SOLID INSTALLATION) UNLESS OTHERWISE INDICATED ON PLAN \\/\\ - HEADERBOARD SHALL BE LAID TRUE TO LINE & GRADE. WALLS/CURBS/ ETC.,I AT ALL JUNCTIONS IUNLESS OTHERWISETH VERTICAL CES, 0 5. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, C o W WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. \ \ \\ \ - CURVILINEAR PORTIONS OF HEADERBOARD SHALL ° 0o° 0 p o , d o NOTED ON THE PLANS. LL �// BE STAKED AT T-0 O.C. OR AS FREQUENTLY AS REQUIRED TRACT: , 6. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING \ \/ B. SEALANT COLOR TO MATCH ADJACENT PORTION OF BLOCK A PALM TO MAINTAIN SMOOTH LINES FREE FROM ABRUPT DIPS WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS ��\\ \ B. EXPANSION JOINT PAVING DESERT TRACT, MB 21/5E S BUMPS, AND CHANGES OF DIRECTION. RIV. CO. RECORDS IN THE SW o VARY FROM THOSE SHOWN ON PLAN. 2 C. CONSTRUCT EXPANSION JOINT WHERE INDICATED 1/4 OF SECTION 20, T5S, R6E, W 7. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD \/ ON PLAN AND AT ALL JUNCTIONS WITH VERTICAL SBBM o CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL \/ X SURFACES (WALLS, CURB, ETC..) UNLESS BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ` OTHERWISE NOTED ON PLAN VERIFY WITH o ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. \/ \ \\ o 0o• a • o ` * • d o • LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF 0 o\ o 0 0 WORK. 0 8. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL C. SAWCUT JOINT * 3/4 IF PAVING LESS THAN 4 THICK W _ RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 1" IF PAVING 4" THICK OR GREATER OWNER: J 9. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CURRENT W A C H O V I A a RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING D REDWOOD HEADER NTS B CONCRETEJOINTS NTS Two Wachovia Center CODEREQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE 1 9 t h Floor W RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE 3 C h h South Tryon Street z arlotte , NC 28202 ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 5 2 co 10. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, g HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT N 8„ IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER 10 e- S T U 0 10 1 W EXECUTION OF WORK. - A R C H I T E C T S Z 11. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S 1 ......... ................... :`•////////y��%/�� W REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. .... ---- / / 3 .•........."'..................• 2258 First Avenue } 12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS 6 /\ \ \ \ a:. ;/\\\/�\\� a FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION San Die California 92101 LLI UNDER OR THROUGH LANDSCAPE ELEMENTS. /\\//\�//\\//\\/\\/ /\//\// 4 go, 13. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. \�\\�\\�\\ T 619.235,9262 F 619.235,0522 0 FINAL LOCATION TO BE VERIFIED BY ELECTRICAL ENGINEER. LEGEND: 14. DO NOT SCALE DRAWINGS. 1. 2" DEEP STABILIZED DECOMPOSED GRANITE PAVING 15. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE INFORMATION. (3/8" MINUS WITH 11% FINES) 0 16. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1 1/2" IN GROUND COVER D.G. SHALL BE COMPACTED TO A 2" FINAL DEPTH AFTER W AREAS UNLESS OTHERWISE INDICATED. BEING WETTED DOWN, ROLLED, & COMPACTED. LANDSCAPE g REFER TO CONSTRUCTION LEGEND FOR COLOR. CONSTRUCTION 0 17. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE 2. SEE PLAN FOR ADJACENT MATERIAL. FINISH GRADE OF PLANTING Z INDICATED. TO BE 1-1/2" BELOW CONCRETE BAND. DETAILS ° 18. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. 3. #3 REBAR CONTINUOUS.13- COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT EWWNBY DATE W 19. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @ 28 4. 90% COMPACTED SUBGRADE. JOB NUMBER October 5, 2007 a DAYS, PER STRUCTURAL ENGINEER. 5. 1/2" TOOLED RADIUS. DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 SCALE BRANCH 20. PROVIDE OWNER WITH ALL WARRANTIES GUARANTEES AND INSTRUCTION MANUALS FOR 6. 8" SQUARE CONCRETE BAND. NATURAL GREY COLOR WITH SEE PLAN PROPERTY ID# °z EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. MEDIUM BROOM FINISH. 614010 PALM DESERT Q NORTH Q SHEET NO. 0 ID Ll a. 1: 90 CONSTRUCTION NOTES E CONCRETE BAND NTS SIGNATURE DATE SIGNATURE DATE OF - I I I RR I GAT I O N LEGEND DATE REVISIONnSSUE 06.21.07 50%CONSTRUCTION DOCUMENTS SYMBOL MANUFACTURER/MODEL # PSI FLOW DETAIL 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 A5 4 A6 1 STATE H W Y 1 1 1 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL PRESSURE-COMPENSATING FLOOD BUBBLER 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL • RAINBIRD 1402 30 0.50 GPM I G, L-291 10.31.07 REVISIONS 1/BID SET Q LOW-VOLUME EMITTER I RAINBIRD XERI-BUG-20PC-10-32 30 2 GPH I &L, L-291 2 EMITTERS PER ALL I N/A 1 EMITTER PER CACTII//SUCCULENTS I I - ----------------- ----------- -- -- -- -- - -- - - --'� LANDSCAPE ARCHITECT . EQUIPMENT LEGEND I ; SYMBOL MANUFACTURER/MODEL# SIZE DE TAIL AQUA CONSERVE CONTROLLER WITH MASTER VALVE (MODEL: ET-8B)& 8 STA. A,L-290 MTMa ,,,,,,, ,,,, I (✓ WIRED RAIN/TEMPERATURE SENSOR IN LOCKING STAINLESS STEEL 1 _ •. I I CABINET CONTACT AQUA CONSERVE :877.922.2782 4 � _.__ __ __ _ -- -- -s -_ - _ ! NEW 3/4"IRRIGATION METER(SEE CIVIL DRAWINGS FOR PRECISE LOCATI N) _ __ -- ~--- -- -- _- - -- -- - -- -� ►� - - -- - _- -__- - - _- _ R.O.W. O-W- 1.5 - -- - - - - - - FEBCO 875 Y BACKFLOW PREVENTER INSTALLED BY CVWD 1" J, L-291 IVY -- - - - r}. I 'S ►1 NIBCO T-580 FULL PORT BRONZE BALL VALVE 1" E,L-290 434 West Cedar Street Y �..' '��- ���- .=»� _ I Suite 200 p '� �� I = - - Q RAINBIRD#33DLRC 1" D,L-290 San Diego CA 92101 3 �'.� �\ ! 619.235.5360 4, �\ I = ® RAINBIRD PEB CONTROL VALVE(FOR BUBBLERS ONLY) 1" Fax LL /.i - �\ >: - _ 6info® lacom 0 1 _ _ A7 1 RAINBIRD XCZ 100-B COM(FOR SHRUB ZONES) 1" �i: ��:\ = 1 B$1 CLASS 315 PVC IRRIGATION PRESSURE MAINLINE-18"MINIMUM COVER 1 1/2" F,L-290 Landscape Architecture Planning o CLASS 200 PVC NON-PRESSURE LATERAL LINE-12"MINIMUM COVER 1" F,L-290 �\ :•> >°: ✓' \: I - - - DRIP VALVE ZONE BOUNDARY Z I { \ II LANDSCAPE ARCHITECT SEAL a _ TYP EMMTERS QUAN.- ! I o �� ��,� �\ _ (ALL LANDSCAPE AREAS) BS2 i li =__= SCH 40 PVC IRRIGATION PIPE/CONTROL WIRE SLEEVE- 18"MINIMUM COV R PER SPECS F,L-290 2 PER SHRUB I Not Shown OF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA �� `p�scAps SEE DETAIL I/L291 1 PER CACTI/SUCCULENT I �° E. o `� I' 2 SEE DETAIL U L291 MAX. WATER ALLOWANCE PRESSURE CALCULATIONS BS3 MWA= . o . , s. . . / = REQUIRED 751 ET STATIC WATER 75 PS. ( )(08)(7775f )(062 748 387100 CFY) ( ) 1m PRESSURE VALVE A4 ac CL w \ \ ESTIMATED WATER USE WATER METER 3/4 1.6 syq� r DASHED DRIP BOUNDARY 2-BUBBLERS PER I BACKFLOW PREVENTION(3/4") 12.0 OF cn0 � INDICATES THE BOUNDARY OF A 3 TREE OR PALM (TYP) i I EWU LOW=(75.1 ETo)(0.2 PF)(4,509 s.f.)(0.62)(0.625 IE)/748=35(100 CFY)SEE DETAIL G/L291 GATE VALVE(1") 1.p �\ I TYPICAL DRIP BONE AS SHOWN IN \ i I EWU MED=(75.1 ETD)(0.5 PF)(2,955 s.f.)(0.62)(0.625 IE)/748=57(100 CFY) CONTROL VALVE 3.6 \ I DETAILS H ON SHEET L291. THE I " , I MASTER VALVE > ��. CONTRACTOR SHALL INSTALL DRIP I ( )( )( )( )( ) ( 3.6 � `.\� �\ VALVES IN EACH OF THESE I! EWU HIGH= 75.1 ETo 0.8 PF 311 s.f. 0.62 0.625 IE /748= 10 100 CFY) 1.5"MAINLINE(25 FT) 3.8 BOUNDED AREAS PER THE k� I \ 4 I 1" LATERAL LINE(50 FT.) I .5 w \ \ \ I IRRIGATION DETAILS AND USING I + \ 14 ! i 3/4" LATERAL LINE(124 FT.) 8.2 w r I IRRIGATION AUDITS THE DRIP VALVE LISTED IN THE ~ s EQUIPMENT LEGEND ON THIS ! i 10%FITTING LOSS 3 I I AT THE COMPLETION OF THE PROJECT,THE CONTRACTOR SHOULD I I I PRESSURE REQUIRED @ HEAD 20.0 SHEET. I \ I INSPECT FOR LEAKS IN IRRIGATION PIPES AND CONNECTIONS, ENSURE L_,_,_.- -.-. -.-,-,J I TOTAL SYSTEM LOSSES 57.3 a �_ \� \ ...... i I I THAT ALL EMITTERS ARE OPERATING AT THEIR PROPER FLOW RATE,AND 5 I ENSURE ALL TRENCHES HAVE BEEN PROPERLY COVERED.THE BACKFLOW REQUIRED STATIC PRESSURE 75.0 3 PREVENTER SHOULD BE TESTED BY CERTIFIED TESTER. RESIDUAL SYSTEM PRESSURE 17.7 IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF LU_ �N / i I CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED VALVE NO. K. IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK. a \ \ / 1 Z i ! A7 G.P.M. w A4 1 O \� w \ �f ALL LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY CERTIFIED METER SIZE 1" PALMS I I LANDSCAPE IRRIGATION AUDITORS AT LEAST ONCE EVERY FIVE YEARS. 1�� a \ I ATM 0 /_ A3 9 IRRIGATION CONCEPT STATEMENT 1,� TREES 7 ' I Underground Service Alert o �.` �.`� - i IN RECOGNITION OF WATER AS A LIMITED RESOURCE IN SOUTHERN ORE j I CALIFORNIA THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO � a Call:TOLL FREE _ I ��� I I REDUCE THIS PROJECT'S DEMAND ON THE LOCAL WATER SUPPLY. o '� TRACT: o /A2 1 \� Ij i ATM i 1.THE IRRIGATION SYSTEM WILL BE AUTOMATIC AND INCORPORATE 1-800 PORTION OF BLOCK"A" PALM 1 CONVENTIONAL LOW VOLUME DRIP HEADS. IRRIGATION VALVES SHALL BE 227-2600 DESERT TRACT, MB 21/50-54, z �� „Nn,1 I, 1 I I SEPARATED TO ALLOW FOR THE SYSTEMS OPERATION IN RESPONSE TO RIV. CO. RECORDS IN THE SW g Al \� \ ` I I THE ORIENTATION AND CONDITION OF THE SITE.THE IRRIGATION 1/4 OF SECTION 20, TSS, R6E, � 4 �� J i CONTROLLER SHALL BE EQUIPPED WITH EVAPOTRAN SPIRATION SENSING TWO WORKING DAYS BEFORE YOU DIG SBBM CO 1�� , j CAPABILITIES. 9 10 I 2. PLANT MATERIAL AND IRRIGATION DESIGN WILL BE SPECIFIED IN Z CONSIDERATION OF THE PLANTS WATER NEEDS AND NORTH,SOUTH, EAST D w I I AND WEST EXPOSURES r oti �\ ,. I 3.SOIL SHALL BE PREPARED AND AMENDED PER SOIL REPORT RECOMMENDATIONS TO PROVIDE HEALTHY PLANT GROWTH, COVERAGE, :: ¢.Q I AND TO PROVIDE FOR A MAXIMUM MOISTURE RETENTION AND I PERCOLATION. J -- -- -- -- -- -- - -_-- -- -- _ _ -- -- -- __ -- -- -_ ----- -- ---' _ _ _ _ _ _ OWNER. ~ NOTES WACHOVIA w Two Wachovia Center a O SHUT OFF VALVE FOR IRRIGATION SYSTEM LOCATED WITHIN STATE 1 9 t h Floor 0 1 RIGHT OF WAY. VALVE TO BE LOCATED WITHIN STATE RIGHT OF 301 South Tryon Street NF WAY. SEE LEGEND FOR VALVE TYPE. W GJ, Charlotte , NC 28202 z S� SF FURNISH& INSTALL WHITE WATER VALVE MARKER ADJACENT TO w SHUT OFF VALVE. GPM106001 MARKER BY CARSONITE INTERNATIONAL 1-800-648-7974 OR APPROVED EQUAL. DECAL SHALL p O r�` READ"CALTRANS WATER SHUT OFF". STU 0 10 E w W NOTE TO THE CONTRACTOR: A R C H 1 T E C T S -NO WORK SHALL BE DONE IN THE RIGHT-OF-WAY W IRRIG TION MAINTENANCE UNTIL A RIGHT-OF-WAY PERMIT HAS BEEN ISSUED. 2258 First Avenue o A. MON HLY MAINTENANCE B. SEMI-ANNUAL AINTENANCE C. ANNUAL MAINTENANCE -NO UTILITY WORK SHALL BE DONE UNTIL THE o THE F LOWING ACTIVITIES SHOULD E ERFORME THE FOLLOWING MAINTENANCE ACTIVITIES SHOULD BE THE FOLLOWING MAINTENANCE ACTIVITIES SHOULD COACHELLA VALLEY WATER DISTRICT HAS REVIEWED Son Diego, California 92101 w AS A RE ULAR PART OF THE LANDSCA E MAINTENAN E PERFORMED AT LEAST TWICE PER YEAR; BE PERFORMED AT LEAST ONCE PER YEAR*: EXISTING SEWER LATERAL AND APPROVED THE LANDSCAPE PLANS. a PROGRA OR LEAST ONCE PER MONTH. 1. ENSURE ALL FLUSH VALVE/CAP LOCATIONS ARE 1. CLEAN VALVE BOXES OF DIRT AND DEBRIS. T 619.235,9262 F 619.235.0522 1. CHECK PLANTS AND SOIL FOR SIGNS OF UNDER VISIBLE. 2. FLUSH FILTERS. A HOSE CAN BE ATTACHED 3 WATERING OR OVER WATERING 2. ENSURE VALVE BOXES ARE VISIBLE AND CAN BE TO THE FLUSH CAP TO KEEP WATER OUT OF NOTE : 2. INSPECT THE IRRIGATION CONTROLLER TO MAKE OPENED. THE VALVE BOX. TREES PLANTS WALLS SIDEWALKS AND PERMANENT o' 5' 10, 20' I­_ , IT IS WORKING AND THAT THE WATERING 3. INSPECT VALVES, FILTERS, AND PRESSURE 3. INSPECT AND CLEAN FILTERS.DAMAGED OR 3 SCHEDULE IS PROPERLY SET. REGULATORS FOR DAMAGE OR LEAKS. REMOVE TORN FILTERS SHOULD BE REPLACED. STRUCTURES OF ANY KINK SHALL NOT BE PLANTED, w 3. ENSURE ALL EMISSION POINTS ARE VISIBLE AND EXCESS DIRT AND DEBRIS IF PRESENT IN VALVE 4. FLUSH LATERALS. INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS IRRIGATION a ABOVE THE FINISH GRADE. BOX CHECK WIRE SPLICES. 5. MAKE SURE PLANTS HAVE ADEQUATE OR RIGHT- OF -WAY WITHOUT FIRST OBTAINING AN SCALE 1"=10'-0" PLAN Co -EMITTERS CAN QUICKLY BE BURIED WITH DIRT AND 4. MOVE DRIP EMITTERS/ EMISSION POINTS AWAY' NUMBERS OF DRIP EMITTERS FOR THEIR SIZE. ENCROACHMENT PERMIT FROM CVWD. Z DEBRIS. FROM THE BASES OF THE PLANTS IN MOST CASES, -ROOT ZONES EXPAND AS PLANTS GROW. ° 4. WITH THE SYSTEM ON, VISUALLY INSPECT FOR LEAKS EMISSION POINTS SHOULD NEVER BE CLOSER THAN 6. TEST REDUCED PRESSURE BACK FLOW W OR DAMAGE TO EMITTERS, CONNECTORS, OR TUBING. ONE FOOT FROM THE BASE OF A MATURE PLANT. PREVENTORS. DRAWN BY DATE 0. -ANIMALS AND INSECTS CAN DAMAGE EMITTERS MOST OF THE EMISSION POINTS SHOULD BE COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW AND TUBING. LOCATED NEAR THE DRIP LINE (CANOPY EDGE)OF JOB NUMBER October 5, 2007�104 -MAINTENANCE OPERATIONS SUCH AS RAKING AND THE PLANT. DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT SCALE BRANCH NO. (9TRASHREMOVAL CAN ALSO DAMAGE DRIP SEE PLAN PROPERTY ID# 614010 PALM DESERT °z SYSTEMS. -INSPECT FOR DAMAGE AS THE LAST PART OF THE NORTH SHEET NO. LANDSCAPE MAINTENANCE OPERATION. -DAMAGE SHOULD BE REPAIRED IMMEDIATELY. a 5. WITH THE SYSTEM ON, VISUALLY INSPECT EACH DRIP w L200 EMITTER POR CLOGS OR HIGH FLOW. SIGNATURE DATE SIGNATURE DATE ;rk 6 .PLUG EMISSION POINTS WHERE PLANTS HAVE DIED, NORTH of - OR REPLANT. 7. BURY EXPOSED LINES. I I DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS IRRIGATION CONTROLLER ENCLOSURE, 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 PER MANUFACTURES RECOMMENDATIONS. 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 2 10.31.07 REVISIONS 1/BID SET Q BVNOTES: IRRIGATION CONTROLLER TEE OFF MAINLINE TO BE SAME SIZE AS LATERAL * LINE EXITING VALVE. ONLY REDUCE PIPE AT A- m LANDSCAPE ARCHITECT THE VALVE. SIZE BOX 2 FOR CONTROL VALVE AND BALL VALVE TO FIT WITH ADEQUATE OPERATION OF I I 3 ° G.I.F. ......... BALL VALVE HANDLE. 1 18" MIN. IVY 3 5 7 5 611 120V SERVICE TO 434 West Cedar Street - --- G.F.I OUTLET Suite 200 12" San Diego CA 92101 619.235.5360 8 619.235.5369 Fax U_ WALL MOUNTED BOX z 18„-24" infoC�?ivyla.com g NOTES: g 1 FICATION 1.ALL ELECTRIC WORK SHALL CONFORM TO LOCAL CODES. Landscape Architecture 0 2�� 9 3.ALL BOXES SHALL BE N2. SEE ELECTRICAL I DEPENDENTLY GROUNDED Planning CONTROL WIRES IN 2" 0 z 2" GALV. CONDUIT o 7`-�vo �06-1 6 o O o0O o0 00 00 o O o0 g O p .1 n(� ^ -- r - LANDSCAPE ARCHITECT SEAL O 0 0 0 o , O 1jpluoGAP Z 4 1 6 1 1 1 4 1 7 9P A WALL MOUNT CONTROLLER NTS g� `Ic "�'� "� 0 1. 10" ROUND PLASTIC VALVE BOX W/LOCKING LID DE. � 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS 1. ELECTRIC CONTROL VALVE PER LEGEND 8. COMMON BRICK-4 REQUIRED �`� `'' 0 3. FINISH GRADE 2. 'JUMBO' PLASTIC VALVE BOX WITH BOLT 9. PVC LATERAL LINE PER LEGEND UJ a 4. 3/4" CRUSHED ROCK-4" DEPTH DOWN LID - HEAT BRAND STATION NUM- 10. PVC SCH 40 ELL - SxSATMa 0 5. BALL VALVE PER IRRIGATION PLAN USE TEFLON TAPE BER ON LID IN 2" HIGH CHARACTERS 11. PVC MAINLINE PER LEGEND * ZAo 6. COMMON BRICK- 4 REQUIRED 3. FINISH GRADE 12. SCH 40 PVC MAINLINE FITTING 30 �P 7. SCH 40 PVC MALE ADAPTER- 2 REQUIRED ON ALL MALE PIPE 4. PVC SCH 40 MALE ADAPTER-SIZE AS 13. 3/4" GRAVEL - 6" DEEP sTq� of cA�% W 8. MAINLINE PIPING PER IRRIGATION PLAN THREADS. REQUIRED -TYP. OF 2 14. 'CHRISTY'S' I.D. TAG OR EQUAL to 9. VALVE BOX EXTENSION(S) AS REQUIRED 5. WATERPROOF WIRE CONNECTOR WITH 36" 15. SCH 80 NIPPLE - LENGTH AS * 1/2" IN TURF AREAS AND 2"' IN SHRUB AREAS COILED EXPANSION LOOP REQUIRED - SAME SIZE AS VALVES W 6. WIRES FROM CONTROLLER 16. BALL VALVE PER EQUIPMENT LEGEND 7. COMMON WIRE TO OTHER VALVES ON SAME SIZE AS CONTROL VALVE TEE OFF MAINLINE TO BE z SAME CONTROLLER z NOTE: * 1/2" IN TURF, 2" IN PLANTER SAME SIZE AS LATERAL A - 1 VALVE BOX SHALL BE BROWN LINE EXITING VALVE. ONLY REDUCE PIPE SIZE 2 AT VALVE. SIZE VALVE NOTE: BOX FOR ALL EQUIPMENT W VALVE BOX SHALL BE BROWN TO FIT WITH EASY ACCESS TO BALL VALVE AND 3 a FILTER FOR CLEANING. N * 12" E BALL VALVE NTS C BUBBLER REMOTE CONTROL VALVE NTS 5 6" a 9 0 10 14 LU 19 TRACT: 18„ 24" PORTION OF BLOCK"A" PALM - 0 12 DESERT TRACT, MB 21/50-54, z RIV. CO. RECORDS IN THE SW 1/4 OF SECTION 20, T5S, R6E, Cn 2 11 211 O sBBM o O � OO OO OO OO OO OO O O C LLI QCV 0 5 ....... . . . . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + 6 15 18 16 1 13 4 17 4 �► ' + + + + + + + + + + + + + + + + + + I 1 OWNER: LU + + + + + + + + + + + + + + + + + + + 1 6"-12" PVC LATERAL LINE PER LEGEND - + + + + + + + + + + + + + + + + + + + 1. ELECTRIC CONTROL VALVE PER LEGEND 9 C G + + + + + �. + + + + + + + + + + + + + + W A C H O V 1 A W + + + + + �. + + + + + + + + + + + + + 2 2. 'JUMBO' PLASTIC VALVE BOX WITH BOLT 10. PVC SCH 40 ELL - SxS Two W a c h o v i a Center 18" MIN. + + + + + + + + + + + + + + + + + + + - AT M- - P + + + + + + + + + + + DOWN LID HE BRAND STATION NU 11. PVC MAINLINE PER LEGEND TY 1 9 t h Floor �, + + + + + + + + + + + + + + + + + + + HIGH H FITTING + 3 a ... 2 H 0 2�� 301 South Tryon Street LIJa Charlotte , NC 28202 e 3 FINISH GRADE 13 3/4" CRUSHED ROCK 6" DEEP + + + + + +. .+ + + + - 4. PVC SCH 40 MALE ADAPTER 14. 'CHRISTYS' I.D. TAG OR EQUAL +- + + ..+ .+ .+ + +. + .+ { _ �, 4 a TOR WITH 36 + +. + t D + 5 WATERPROOF WIRE CONNECTOR 15 BALL VALVE PER LEGEND 0 4 COILED EXPANSION LOOP 16. Y FILTER PER LEGEND (0 + + +. + + + ..+ 6. WIRES FROM CONTROLLER 17. PRESSURE REGULATOR PER LEGEND ++}+++++ + ++ ++ +++++ + + + + + + + + 7. COMMON WIRE TO OTHER VALVES ON 18. SCH 80 PVC NIPPLE - TYP + + + + + + . + + + + + + + + + + + W + + + + + + + + + + + + + + + + + + 6 1 1 6 3 SAME CONTROLLER 19. SCH 40 PVC FEMALE ADAPTER S T U 0 10 1 . . . . . . .. . . . . . . . . . . . . + + + + + + + + + + + + + + + + + + 18 -24 " W + + + + + + + + + + + + + + + + + 8. COMMON BRICK-4 REQUIRED 1/2 IN TURF, 2 IN PLANTER A C H I T E I o + + + + + + + + + + + + + + + + + Z + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + NOTE: USE TEFLON 4 7 + + + + + + + + + + � + + + + .. + + + + + � + + + + + + + + + TAPE ON ALL MALE PIPE THREADS. NOTE: 2258 l i s t Avenue VALVE BOX SHALL BE BROWN 1 8 6 7 9 San Diego, California 92101 W _ a T 619.235.9262 I; 619.235.0522 3 1 B DRIP ZONE CONTROL VALVE NTS 6" SECTION 1 ELEVATION 1. FINISH GRADE 2. CLEAN BACKFILL -90 % COMPACTION REQUIRED -SEE SPECS 3 3. NON-PRESSURE LATERAL LINE PER LEGEND 1. 10" ROUND PLASTIC VALVE 8. PVC SCH 40 ELL - TxT } 4. PRESSURE MAINLINE LINE PER LEGEND BOX WITH LOCKING LID 9. SCH 40 PVC MAINLINE FITTING IRRIGATION 5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 2. HEAT BRAND "QCV" ON LID 10. PVC SCH 40 MAINLINE PIPING DETAILS o 6. PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE AND SHADOW IN 2" HIGH CHARACTERS PER EQUIPMENT LEGEND Z ALL PIPES W 4"OF CLEAN SAND 3. FINISH GRADE 11. WALK, CURB, OR WALL, ETC. 0 Notes: „ 4. 3/4 CRUSHED ROCK 4 DEEP 12. #4 REBAR, 18 MINIMUM vi Bundle and tape wires at 10'o.c. Pigtail and loop control wires at all changes in direction DRAWN BY W 5. QUICK COUPLER PER LEGEND LENGTH SUPPORT STAKE COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT DATE a of piping. Splicing of wire runs is not permitted unless prior approval is obtained from the LEw x 6. PVC SCH 80 NIPPLE 13. STAINLESS STEEL CLAMP - 2 w owner and irrigation designer. Run control wires in same trench as pressure mainline LENGTH AS REQUIRED ' 1/2" IN TURF AREAS JOB NUMBER October 5, 2007 where possible. 36" minimum cover is required for reclaimed water mainlines (where 7 PVC SCH 40 STREET ELL 2" IN SHRUB AREAS. DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 q applicable). Install 1'x1'x1'thrust blocks at all changes in direction of pressure mainline . . SCALE BRANCH NO. 45's, 90's, tee's, etc. and at all terminal ointinline. TxT SEE PLAN PROPERTY IN p ( ) points of the ma 614010 PALM DESERT z a NOTE: NORTH SHEET NO. o VALVE BOX SHALL BE BROWN AL W L290 F PIPE AND SLEEVING NTS D QUICK COUPLER VALVE NTS SIGNATURE DATE SIGNATURE DATE OF - I I I DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10,31.07 REVISIONS 1/BID SET Q 3 1 2 -----HEAT BRAND ADV LANDSCAPE ARCHITECT ADV IN 2" HIGH LETTERS 12 8 ON VALVE BOX COVER 4 9 10 6 7 1 FINISH GRADE IVY ��-- 1 \/j/�_ ,-�, � ,. ,, OSINGLE-OUTLET EMITTER: O SINGLE-OUTLET EMITTER: 434 West Cedar Street 0 RAIN BIRD XB-20PC-10-32 RAIN BIRD XB-20PC-10-32 11 ��\/ , �� ' \ Suite 200 � 3 THREADED 2 GPH (X2) 3 THREADED 2 GPH (X2) ��\ 'y y - ; ,�' �\ g ' '�' � �� � � San Diego CA 92101 = XERI-BUG EMITTERS - � F; COMPRESSION `�2 619.235.5369Fax XERI-BUG EMITTERS \� 1; /\ 5 619.235.5360 o j\�\\\\ ��-� �''� y�.',`Y \\\ 2O POLYFLEX RISER: RAIN FLUSH CAP: \ \ ►„may��" tl'ti \ t, info@ivyla.com / / / / \�j\�j _` \/\ 2O POLYFLEX RISER: RAIN \ ' \ Y o �'` - / BIRD PFR-12 (LENGTH AS RAIN BIRD CF-21 „�! ;;' BIRD PFR-12 (LENGTH AS / Landscape Architecture \/�/� $► "� REQUIRED) i � \\�\\� %+�t��� r'�'�" \\� REQUIRED) \\ \\ ,,;�� ` \ \ =►'x 2 1/2-INCH POLY PIPE �� �� 'y, / �� 2 �� �� �� �� �� �� Planning FINAL GRADE (LENGTH AS REQUIRED) j j % 3 FINAL GRADE \, ��\ \/�\ \/�\ 4O 1/2-INCH X POLYFLEX RISER /�\// \ \ \ 4 1/2-INCH X POLYFLEX RISER /�\/�\ o '\�j\�j\j\/\/\/\/ \�j\ ADAPTER: RAIN BIRDV COMPRESSION ADAPTER \\ \\ \ \ \ \ \ \ \\ O \ \ \\ \\ \\ \ �� �� �� �� �� ��� FRA-050 8 O O 1/2 THREADED PVC TO / �j �j �j �j �j �j �j / ADAPTER: RAIN BIRD �j �j �j / a \\ \\ \\ \\ \\ \\ \\ \\\ 5 PVC SCH 40 TEE OR ELL O COMPRESSION /\��\� \��\��\��\�� \\�\\� FRA-050 LANDSCAPE ARCHITECT SEAL � \�� \X� 4 O \X�\� ��\��\��\��\��\ ��\ PVC SCH 40 TEE OR ELL o / \ \/ /\\� 6O PVC LATERAL PIPE 1/2-INCH PVC SCH 80 NIPPLE \\/\\ /\\/\\/\\/\\/ yANDSCApF v / �\/�\/�\/�\/�\/�\/_ / 5 7 UNDISTURBED NATIVE SOIL (LENGTH AS REQUIRED) �j\�j �j��j��j��j��j /. 5 O6 PVC LATERAL PIPE 1. TREE TRUNK �y�``�� Llc.rnlaes � ,a� �j\\/\\/\\/\\/\\/\\ 6 O \\/\ - \\j\\j\\j\\j \ 6 O7 UNDISTURBED NATIVE SOIL a 2. TREE ROOTBALL a E o 0 PVC SCH 40 TEE OR ELL Z 3. 2 LODGE POLE PINE STAKES PER PLANTING PLAN 0 4. PLANT BACKFILL PER PLANTING PLAN w 5. SCH 40 PVC TEE AROUND PLANTING PIT O PVC LATERAL PIPE 6. FIINAL GRADE TE) 7 7. UNDISTURBED NATIVE SOIL sr Fxp 3011 w \\/\ \' O /�\\\\j�\\/\\ 98.. 1B 2'BSC 80 PVC NIPPLE( PALM)LENGTH AS REQUIRED A OF CA11 •P ���\� ���/�� 10. 1/2"SCH 40 PVC ELL-SxT \/\ 11. 1/2"CLASS 315 PVC LATERAL LINE w 12. TOP OF ROOT CROWN SHALL BE INSTALLED FLUSH WITH FINAL GRADE Z NOTE: NOTE: ONE (1) EMITTER PER CACTI NOTE: TWO (2) EMITTER PER SHRUB Z VALVE BOX SHALL BE BROWN J J Q _ U = NTS L CACTI/ SUCCULENT EMMITER NTS K FLUSH VALVE NTS I SHRUB EMMITERS NTS G TREE BUBBLERS Q w Q IRRIGATION INSTALLATION 0 1. All mainline 2" and smaller shall be buried with a minimum of 18" of cover. Mainline 21/74" shall W be buried with a minimum of 24" of cover. 2. Non pres�sutre I�teral lines jesWha5 3" shall be buried with a rbninjmum f 12".of cover. N n 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. TRACT: o pressure a era Ines great, an ' for arge rotors sha a urged wlt�i a minimum of 1�' of cover. 2. BACKBONE LATERAL- SCHEDULE 40 PVC PIPE PORTION OF BLOCK"A" PALM 3. All pvc pipe under pavement shall be buried with a minimum of 36" of cover for mainline and 24" 3. FLUSH VALVE SEE DETAIL THIS SHEET DESERT TRACT, MB 21/50-54, o for lateral lines and installed in sch. 40 pvc sleeves. 4. DRIP LATERAL - SCHEDULE 40 PVC PIPE RIV. CO. RECORDS IN THE SW 4. The electrical supply is existing. Contractor is responsible for hooking-up the Controller to the 5. BOUNDARY FOR DRIP VALVE ZONE 1/4 OF SECTION 20, TSS, R6E, U) electrical source provided. sBBM = 6. SHRUB EMITTER PER DETAIL THIS SHEET 0 5. Contractor is responsible for connecting the mainline to the POC. Z 7. IRRIGATION MAINLINE w 6. All electrical control wire shall be direct burial #14 U.F. approved in an 18" deep trench installed under o the mainline pipe. Wire connectors shall be pentite or dri-splice only. 7 N Colors for control wire shall be as follows: _ 4 a. Common wire - White (for multiple controllers refer to specifications) - . b. Hot wire - Black (for multiple controllers refer to specifications). w c. Extra wire - Orange ' 1 / OWNER: 'J/ d. Extra common wire - White with Orange stripe -. W A C H O V 1 A Uj e. Flow meter wire - Red w/black stripe/Black w/red stripe - Two W a c h o v i a Center f. Master valve - Blue w/white stripe/White w/blue stripe - �. 1 9 t h Floor -� (D W 7. Contractor shall verify in the field all sleeves either existing or to be installed. C0301 South Tryon Street Z Charlotte , NC 28202 0 W 8. Contractor shall supply 2 quick coupler keys and matching hose ells to the Owner at the end of the CIO _0 0-F-0 maintenance period. o 0OC� (D 0 dD 0 9. All automatic controller programs must be set to operate between the hours of 10 P.M. and 6 A.M. 3 g 10.All irrigation work shall be guaranteed by the contractor as to material and workmanship for a period 2 STU 0 10 1 of one year following the date of final acceptance of the work from the Owner. - A R C H I T E C T S Z 11.The irrigation contractor shall not willfully install the irrigation system as shown on the drawings when _. \ W it is obvious in the field that obstructions, grade differences or differences in the area's dimensions exist 6 that might not have been considered in the engineering. Such obstructions or differences shall be brought - -to the attention of the Landscape Architect. In the event this notification is not performed, the 2 2 5 3 First Avenue irrigation contractor shall assume full responsibility for any revision necessary. San Diego, California 92101 w 12.Extreme care shall be exercised in excavating and working near existing utilities. Contractor shall Y verify the location and condition of all utilities and be responsible for damage to any utilities. T 613 235 9262 F 519 235 0522 _ 3 13.The contractor shall at all times protect his work from damage and theft and replace all damaged or U) stolen parts at his expense until the work is accepted in writing by the owner. 14.All constant pressure lines shall be tested for 2 hours under a hydrostatic pressure of 150 pounds per square inch and be proven watertight. Contractor shall provide all equipment for hydrostatic tests. W Hydrostatic tests shall be in the presence of the Owners authorized representative. Call 48 hours IRRIGATION in advance of inspection. DETAILS z15.Except as otherwise provided. the contractor shall procure all permits and licenses, pay all charges H TYPICAL DRIP ZONE LAYOUT NTS o and fees and give all notices necessary and incidental to the due lawful prosecution of the work. U) W 16.The Landscape Architect shall be notified two working days in advance of construction. DRAWN BY DATE X COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW 17. Conduit for 120v power shall have a minimum burial depth of 30" and 12" minimum clearance JOB NUMBER L) October 5, 2007 = from all other utilities. All electrical conduit for 120v power and controller wire shall have a DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 1/2" Yellow nylon pull rope. SCALE BRANCH NO. C9 PROPERTY ID# SEE PLAN Q 18. The irrigation is based on a minimum static pressure of 70 PSI and a maximum of 80 GPM'S. 614010 PALM DESERT a Contractor shall notify the Landscape Architect of any discrepancies prior to the start of any NORTH SHEET NO. construction. 0a. U SIGNATURE DATE SIGNATURE DATE L291 OF - I I I I DATE I REVISIONIISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 ESTABLISHMENT PERIOD: MONTHLY RECOMMENDED IRRIGATION SCHEDULES 08.21.07 PUBLIC WORKS/LANDSCAPESUBMITTAL JANUARY FEBRUARY MARCH APRIL MAY 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL Q VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET 10.31.07 1 REVISIONS 1/BID SET PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER Al 7 MIN. 1 DAILY .94 Al 11 MIN. 1 DAILY 1.47 Al 16 MIN. 2 DAILY 2.13 Al 23 MIN. 2 DAILY 3.07 Al 27 MIN. 3 DAILY 3.60 A2 4 MIN. 1 DAILY .53 A2 7 MIN. 1 DAILY .94 A2 10 MIN. 1 DAILY 1.33 A2 14 MIN. 1 DAILY 1.87 A2 17 MIN. 2 DAILY 2.27 A3 2 MIN. 1 3 TIMES/WK 1.47 A3 3 MIN. 1 3 TIMES/WK 2.54 A3 2 MIN. 1 4 TIMES/WK 2.00 A3 3 MIN. 1 4 TIMES/WK 3.47 A3 3 MIN. 1 4 TIMES/WK 3.47 LANDSCAPE ARCHITECT A4 3 MIN. 1 3 TIMES/WK 2.14 A4 2 MIN. 1 4 TIMES/WK 2.00 A4 3 MIN. 1 4 TIMES/WK 2.94 A4 4 MIN. 1 4 TIMES/WK 4.14 A4 4 MIN. 1 4 TIMES/WK 4.94 A5 7 MIN. 1 DAILY .94 A5 9 MIN. 1 DAILY .94 A5 16 MIN. 2 DAILY 2.13 A5 23 MIN. 2 DAILY 3.07 A5 27 MIN. 3 DAILY 3.60 A6 10 MIN. 1 DAILY 1.34 A6 16 MIN. 2 DAILY 2.14 A6 23 MIN. 2 DAILY 3.07 A6 32 MIN. 3 DAILY 4.28 A6 39 MIN. 4 DAILY 5.21 sk A7 4 MIN. 1 DAILY .53 A7 6 MIN. 1 DAILY .80 A7 9 MIN. 1 DAILY 1.20 A7 13 MIN. 1 DAILY 1.74 A7 15 MIN. 1 DAILY 2.00 IVY JUNE JULY AUGUST SEPTEMBER OCTOBER 434 West Cedar Street Y Suite 200 p VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET San Diego CA 92101 PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER 619.235.5360 T 619.235.5369 Fax U- Al 32 MIN. 3 DAILY 4.28 Al 32 MIN. 3 DAILY 4.28 Al 25 MIN. 2 DAILY 3.34 Al 23 MIN. 2 DAILY 3.07 Al 16 MIN. 2 DAILY 2.14 info®ivyla.com O z 0 A2 20 MIN. 2 DAILY 2.67 A2 20 MIN. 2 DAILY 2.67 A2 16 MIN. 2 DAILY 2.13 A2 14 MIN. 1 DAILY 1.87 A2 10 MIN. 1 DAILY 1.33 Landscape Architecture w A3 2 MIN. 1 5 TIMES/WK 2.54 A3 2 MIN. 1 5 TIMES/WK 2.54 A3 3 MIN. 1 4 TIMES/WK 3.20 A3 3 MIN. 1 4 TIMES/WK 3.20 A3 2 MIN. 1 4 TIMES/WK 2.00 Planning 0 z A4 3 MIN. 1 5 TIMES/WK 3.74 A4 3 MIN. 1 5 TIMES/WK 3.74 A4 2 MIN. 1 5 TIMES/WK 2.94 A4 2 MIN. 1 5 TIMES/WK 2.67 A4 3 MIN. 1 4 TIMES/WK 2.94 Q LANDSCAPE ARCHITECT SEAL 0 A5 32 MIN. 3 DAILY 4.28 A5 32 MIN. 3 DAILY 4.28 A5 25 MIN. 2 DAILY 3.34 A5 23 MIN. 2 DAILY 3.07 A5 16 MIN. 2 DAILY 2.14 A6 45 MIN. 4 DAILY 5.35 A6 45 MIN. 4 DAILY 5.35 A6 36 MIN. 4 DAILY 4.81 A6 32 MIN. 3 DAILY 4.28 A6 23 MIN. 2 DAILY 3.07 �e� 'boy a \y� uc.02146 o A7 18 MIN. 2 DAILY 2.40 A7 18 MIN. 2 DAILY 2.40 A7 14 MIN. 1 DAILY 1.87 A7 13 MIN. 1 DAILY 1.74 A7 9 MIN. 1 DAILY 1.20 �' e. U NOVEMBER DECEMBER ESTABLISHMENT PERIOD IRRIGATION SCHEDULE NOTES: 1 w FdA 3010 U- VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE ANNUAL CUBIC FEET MAX.WATER ALLOWANCE 1.THE IRRIGATION SYSTEM SHALL BE SCHEDULED TO RUN BETWEEN 10:00 PM AND 5:00 AM. sr�r'�OF ` `P PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER OF APPLIED WATER MWA=(75.1 ETo)(0.8)(7,776 s.f.)(0.62)/748=387(100 CFY) 2. SHORT RUN CYCLES 1 -2 HOURS APART ARE RECOMMENDED. �` Al 9 MIN. 1 DAILY 1.20 Al 7 MIN. 1 DAILY .94 Al 30.46 3.THE IRRIGATION SYSTEM SHALL COMPLETE ALL IRRIGATION CYCLES DURING PEAK USE IN CO A2 6 MIN. 1 DAILY .80 A2 4 MIN. 1 DAILY .53 A2 18.94 ESTIMATED WATER USE ABOUT 12 HOURS. U w A3 2 MIN. 1 3 TIMES/WK 2.00 A3 2 MIN. 1 3 TIMES/WK 2.00 A3 30.43 LOW HYDROZONE SQ. FT.: 4,509 LOW HYDROZONE PERCENT: 58% 4. NO MORE THAN FOUR DRIP STATIONS SHALL RUN SIMULTANEOUSLY ON CONTROLLER. w 5. IRRIGATION SCHEDULE IS RECOMMENDED AVERAGE RUN TIMES FOR THE LANDSCAPE A4 3 MIN. 1 3 TIMES/WK 2.94 A4 3 MIN. 1 3 TIMES/WK 2.14 A4 37.27 MED HYDROZONE SQ. FT.: 2,955 MED HYDROZONE PERCENT: 38% ESTABLISHMENT PERIOD AND ESTABLISHED LANDSCAPE. TEMPORARY IRRIGATION DOESN'T Z APPLY TO THIS SITE. a A5 9 MIN. 1 DAILY 1.20 A5 7 MIN. 1 DAILY 90 A5 29.89 HIGH HYDROZONE SQ. FT.: 311 HIGH HYDROZONE PERCENT: 4% 6. EVAPOTRANSPIRATION DATA HAS BEEN OBTAINED FROM THE CITY OF PALM DESERT'S A6 13 MIN. 1 DAILY 1.73 A6 10 MIN. 1 DAILY 1.37 A6 42.00 EWU LOW=(75.1 ETo)(0.2 PF)(4,509 s.f.)(0.62)(0.625 IE)/748=35(100 CFY) ORDINANCE 688; CHAPTER 24.04.020. A7 5 MIN. 1 DAILY 67 A7 4 MIN. 1 DAILY 53 A7 17.08 7. ET PROFILE AND PLANT FACTORS HAS BEEN OBTAINED FROM THE CVWD ORDINANCE NO. EWU MED=(75.1 ETo)(0.5 PF)(2,955 s.f.)(0.62)(0.625 IE)/748=57(100 CFY) 1302.1;APPENDIX C. c=i TOTAL 206.07 CF a EWU HIGH =(75.1 ETo)(0.8 PF)(311 s.f.)(0.62)(0.625 IE)/748= 10(100 CFY) 8. IRRIGATION SCHEDULE HAS BEEN CALCULATED IN ACCORDANCE WITH THE LANDSCAPE UJ AUDITOR HANDBOOK, UPDATED 2004. EWU OF TOTAL LANDSCAPE AREA= a (75.1 ETo)(0.5 PF)(7,775 s.f.)(0.62)(0.625 IE)/748= 151 (100 CFY) 9. SITE UTILIZES DRIP AND BUBBLER IRRIGATION ONLY. IRRIGATION EFFICIENCY IS CALCULATED AS .90 PER CVWD ORDINANCE NO. 1302.1;APPENDIX C. c� 10. THERE IS NO PROPOSED TURF ON THIS SITE. a O ESTABLISHED LANDSCAPE: MONTHLY RECOMMENDED IRRIGATION SCHEDULES 11. ADJUST IRRIGATION SCHEDULE IF SIGNS OF OVERWATERING OR UNDERWATERING OCCUR. TRACT: U- JANUARY FEBRUARY MARCH APRIL MAY PORTION OF BLOCK"A" PALM o VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET DESERT TRACT, MB 21/50-54, z PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER RIV. CO. RECORDS IN THE SW 0 1/4 OF SECTION 20, T5S, R6E, U w Al 8 MIN. 1 DAILY 1.07 Al 14 MIN. 1 DAILY 1.87 Al 19 MIN. 2 DAILY 2.54 Al 27 MIN. 3 DAILY 3.60 Al 32 MIN. 3 DAILY 4.28 SBBM HI o A2 5 MIN. 1 DAILY .67 A2 8 MIN. 2 DAILY 1.07 A2 11 MIN. 1 DAILY 1.47 A2 16 MIN. 2 DAILY 2.13 A2 19 MIN. 2 DAILY 2.54 z o A3 1 MIN. 1 3 TIMES/WK 1.20 A3 2 MIN. 1 3 TIMES/WK 2.14 A3 3 MIN. 1 3 TIMES/WK 2.94 A3 2 MIN. 1 4 TIMES/WK 2.40 A3 3 MIN. 1 4 TIMESNWK 2.80 o -:». .. A4 4 MIN. 1 3 TIMES/WK 3.20 A4 3 MIN. 1 4 TIMES/WK 2.94 A4 4 MIN. 1 4 TIMES/WK 4.14 A4 3 MIN. 1 5 TIMES,WK 3.87 A4 3 MIN. 1 5 TIMESWK 3.87 ;,. r A5 8 MIN. 1 DAILY 1.07 A5 14 MIN. 1 DAILY 1.87 A5 19 MIN. 2 DAILY 2.54 A5 27 MIN. 3 DAILY 3.60 A5 32 MIN. 3 DAILY 4.28 w OWNER: A6 12 MIN. 1 DAILY 1.60 A6 20 MIN. 2 DAILY 2.67 A6 28 MIN. 3 DAILY 3.74 A6 41 MIN. 4 DAILY 5.48 A6 49 MIN. 5 DAILY 6.55 W A C H O V I A W Two Wachovia Center a A7 5 MIN. 1 DAILY .67 A7 8 MIN. 1 DAILY 1.07 A7 11 MIN. 1 DAILY 1.47 A7 16 MIN. 2 DAILY 2.14 A7 19 MIN. 2 DAILY 2.54 1 9 t h Floor 0 301 South Tryon Street Charlotte , NC 28202 z JUNE JULY AUGUST SEPTEMBER OCTOBER VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET o PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER gAl 38 MIN. 4 DAILY 5.07 Al 38 MIN. 4 DAILY 5.07 Al 30 MIN. 3 DAILY 4.01 Al 27 MIN. 3 DAILY 3.6 Al 19 MIN. 2 DAILY 2.54 T- STU 0 10 1 A2 23 MIN. 2 DAILY 3.07 A2 23 MIN. 2 DAILY 3.07 A2 18 MIN. 2 DAILY 2.40 A2 16 MIN. 2 DAILY 2.13 A2 11 MIN. 1 DAILY 1.47 w A R C H I T E C T S zz A3 3 MIN. 1 4 TIMES/WK 3.34 A3 3 MIN. 1 4 TIMES/WK 3.34 A3 2 MIN. 1 4 TIMES/WK 2.67 A3 2 MIN. 1 4 TIMES/WK 2.40 A3 3 MIN. 1 3 TIMES/WK 2.94 0 A4 4 MIN. 1 5 TIMES/WK 5.34 A4 4 MIN. 1 5 TIMES/WK 5.34 A4 3 MIN. 1 5 TIMES/WK 4.14 A4 3 MIN. 1 5 TIMES/WK 4.14 A4 4 MIN. 1 4 TIMES/WK 4.14 2258 First Avenue A5 38 MIN. 4 DAILY 5.07 A5 38 MIN. 4 DAILY 5.07 A5 30 MIN. 3 DAILY 4.01 A5 27 MIN. 3 DAILY 3.6 A5 19 MIN. 2 DAILY 2.54 o San Diego, California 92101 w A6 57 MIN. 6 DAILY 7.60 A6 57 MIN. 5 DAILY 7.60 A6 45 MIN. 4 DAILY 6.01 A6 41 MIN. 4 DAILY 5.48 A6 28 MIN. 3 DAILY 3.74 A7 23 MIN. 2 DAILY 3.07 A7 23 MIN. 2 DAILY 3.07 A7 18 MIN. 2 DAILY 2.40 A7 16 MIN. 2 DAILY 2.14 A7 11 MIN. 1 DAILY 1.47 619.235• 2£2 519.235° 522 0 3 NOVEMBER DECEMBER ESTABLISHED LANDSCAPE 9 VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE RUN TIME CYCLES FREQUENCY MONTHLY CUBIC FEET VALVE ANNUAL CUBIC FEET W PER DAY PER DAY OF APPLIED WATER PER DAY PER DAY OF APPLIED WATER OF APPLIED WATER IRRIGATION a Al 11 MIN. 1 DAILY 1.47 Al 8 MIN. 1 DAILY 1.07 Al 36.19 SCHEDULE 0 z A2 6 MIN. 1 DAILY .80 A2 5 MIN. 1 DAILY .67 A2 21.49 O w A3 2 MIN. 1 3 TIMES/WK 1.74 A3 1 MIN. 1 3 TIMES/WK 1.20 A3 29.12 DRAWN BY DATE COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW U A4 2MIN. 1 4TIMES/wK 2.40 A4 4MIN. 1 3TIMES/wK 3.20 A4 46.72 DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 004 J611 UMBER October5, 2007 0- A5 11 MIN. 1 DAILY 1.47 A5 8 MIN. 1 DAILY 1.07 A5 36.19 SCALE BRANCH NO. SEE PLAN PROPERTY IN o A6 16 MIN. 2 DAILY 2.14 A6 12 MIN. 1 DAILY 1.60 A6 54.21 614010 PALM DESERT z Q A7 6 MIN. 1 DAILY .80 A7 5 MIN. 1 DAILY .67 A7 21.51 NORTH SHEET NO. 0 � [TOTAL 245.43 L292 a w SIGNATURE DATE SIGNATURE DATE OF � I I DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS ST A T E H W Y 1 1 1 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.31.07 REVISIONS 1/BID SET Q *WATER USE CLASSIFICATION I OF LANDSCAPE SPECIES I CROP FACTOR PERCENT OF ETO H-- HIGH 70% - 90% 12', H M-- MEDIUM 40% - 60% LANDSCAPE ARCHITECT L-- LOW 10% - 30% - - PLANTING LEGEND VL--VERY < 10% AN.CAL/COMMON NAME: SIZE: * WUCOLS (C.P.D.) _ SYM. BOT TREES -� - - R.O.W. CERCIDIUM PRAECOX/ 36 L BOX IVY &i4 _ O SONORAN PALO VERDE (** LOWER BRANCHES TO REMAIN ON TREES) N 0 434 West Cedar Street Y '. ,\ t :•:.` Suite 200 NoD61ie9g.2o3 5C.5A36 0 PALMS V 13 B 9 2101 619.235.5369 Fax ~ a ,r info@ivyla.com o ;' ' ;;f` `� j . WASHINGTONIA FILIFERA/ 12' BTH (3- TOTAL) H i ( ) Landscape Architecture o ,t �� r J„ \ +:.. j = BS1 o CALIFORNIA FAN PALM 13' BTH 4- TOTAL SKINNED TRUNKS) 15' BTH (3- TOTAL) Plannin > , N', ® g W 13' BTH z \ I LANDSCAPE ARCHITECT SEAL - a TOTAL LANDSCAPE AREA: �o .ANDSCAAP$ T o \ 2 RIGHT OF WAY LANDSCAPE AREA: 2640 S.F. �\ \ BS3 I ON SITE LANDSCAPE : 5135 S.F. 12' BTH \ � ,\ �' ; \� .�, •. . . .. _ _. ,. . I TOTAL LANDSCAPE: 7775 S.F. LL _ PARKING LOT LANDSCAPE REQUIREMENTS: \ N 13' BTH I� - TOTAL PARKING AREA - 5,330 SF \ �\ 4 i4 I TOTAL INTERIOR LANDSCAPE AREA REQUIRED = 267 SF (5%) W \\ TOTAL INTERIOR LANDSCAPE AREA PROVIDED = 286 SF (5.4%) Z I \ TOTAL TREES REQUIRED = 6 (1 PER 3 PARKING SPACE - a 17 TOTAL PARKING SPACES) Z - - TOTAL TREES PROVIDED = 6 - - 15' BTH 5 13 aco % \✓ / W ; NOTE TO THE CONTRACTOR: -NO WORK SHALL BE DONE IN THE RIGHT-OF-WAY Q UNTIL A RIGHT-OF-WAY PERMIT HAS BEEN ISSUED. \ -NO UTILITY WORK SHALL BE DONE UNTIL THE 1 ATM .. .. I COACHELLA VALLEY WATER DISTRICT HAS REVIEWED IN 7 AND APPROVED THE LANDSCAPE PLANS. o _ ATM � NOTE : TRACT: o y 8 11 I TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT PORTION OF BLOCK"A" PALM 00 STRUCTURES OF ANY KINK SHALL NOT BE PLANTED, DESERT TRACT, MB 21/50-54, RIV. CO. RECORDS IN THE SW Z°—° INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS J " 1/4 OF SECTION 20, T5S, R6E, OR RIGHT- OF -WAY WITHOUT FIRST OBTAINING AN SBBM t`. E g 0 ENCROACHMENT PERMIT FROM CVWD. 12' �r w BTH w - o S�PG WACHOVIA W Two Wachovia Center N 19th Floor 301 South Tryon Street z 13' BTH SFFS�/'L Charlotte , NC 28202 F o g � STU 0 10 E W W A R C H I T E C T S o z W 2258 First Avenue d San Diego, California 92101 ° EXISTING SEWER LATERAL W Y T 619.235,9262 F 619.235,0522 O LANDSCAPE INSPECTION SCHEDULE o 5 10 20 0 1. SLEEVING/ GRADING 4. PLANT MATERIAL (TREES & SHRUBS) 6. FINAL7%=77 PLANTING PLAN Q A. SLEEVE DIA., TYPE, DEPTH, AND LOCATION A. CONDITION A. IRRIGATION: B. SOIL SURFACE DRAINAGE, ELEVATIONS AND B. TYPE i. VALVES,BOXES AND WIRING SCALE 1"=10'-0" - TREES U) TRASH (INCLUDING WEEDS & RUBBLE) C. PLACEMENT ii. CONTROLLER OPERATION AND SCHEDULE o iii. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE, 2. HARDSCAPE/BOULDERS- COBBLE 5. GROUND COVER (DECOMPOSED GRANITE) FLOW RATE AND QUANTITY PER PLANT DRAWN BY X A. SIDEWALK AND WALL LAYOUT A. TYPE iv. OVERALL OPERATION COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW DATE B. UTILITIES LOCATION B. DEPTH AND SPACING v. AS BUILT JOBNUMBER Octobers, 2007 a C. BOULDER TYPE,SIZE,WEIGHT AND C. COMPACTION DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 PLACEMENT SCALBRANCH NO. NOTE: SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 SE PROPERTY ID# z SEE PLAN 614010 PALM DESERT 3. IRRIGATION SYSTEM ROUGH-IN ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY a A. TRENCH DEPTH AND LOCATION RE-INSPECTIONS. NORTH SHEET NO. o B. PIPE SIZE AND CLASS I­_ C. PRESSURE TEST (125 PSI FOR 6 HOURS) 300L ~ SIGNATURE DATE SIGNATURE DATE NORTH OF - i I I DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS STATE H W Y 1 1 1 *WATER USE CLASSIFICATION 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 OF LANDSCAPE SPECIES 08.21.07 PUBLIC WORKS/LANDSCAPESUBMITfAL CROP FACTOR PERCENT OF ETo H-- HIGH 7O% - 9O% 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL M-- MEDIUM 40% - 60% 10.31.07 REVISIONS 1/BID SET L-- LOW 10% - 30% PLANTING LEGEND VL-- VERY < 10% 0 - I SYM BOTANICAUCOMMON NAME SPACING SIZE WUCOLS (C.P.D.) x x- x ` ` ♦ �O. ` x x ` .e A}Y / I SHRUBS LANDSCAPE ARCHITECT x o Q X ■ 0 . x - - ♦ ♦ ♦ ♦ DALEA PULCHRA/ 6' O.C. 5 GAL. M O ` (Dox V; BUSH DALEA 0 _ SENNA ARTEMISIODES / 6 O.C. 5 GAL. L ♦ ♦ O ` �' FEATHERY CASSIA \ _ _ _ _ R.O.W. 0 ' ♦ .. ' :� _ — _ — — — — — — - _ — GROUND COVERS IVY Q ENCELIA FARINOSA/ 6' O.C. 1 GAL. L 434 West Cedar Street DESERT ENCELIA Suite 200 p ♦ �ti � t. = ego CA 92101 S Di �__"" '� 1.- OENOTHERA CAESPITOSA/ 18" O.C. 1 GAL. M 619.235.5360 ,; . : ��, ;s `\ ., , �� TUFTED EVENING PRIMR 6192355369 Fax la.com � I infoQivyla.com Z ,,� - -. PERENNIALS ° BS1' �� y/ , { ♦ x Landscape Architecture ERIGERON KARVINSKIANUS / 18" O.C. 5 GAL. M Planning ' ` j :�, �` � \ � �� � '�: _ rj61 Y. SANTA BARBARA DAISY � LU -- ; 0 '�' �• " I ORNAMENTAL GRASSES Z \\ LANDSCAPE ARCHITECT SEAL Ir o { ` �� , �' �\\ BS2 NASSELLA TENUISSIMA/ 18" O.C. 1 GAL. L MEXICAN FEATHER GRASS `ANDscAp 1 o ' /;' \ � \. AGAVE/ SUCCULENTSLIC.�2,E 1 Z 0 � ; \ 2 n ° ' BS3 I k AGAVE BOVICORNUTA/ SEE PLAN 5 GAL. L o t \ \ COW'S HORN AGAVE EL AGAVE VILMORINIANA/ SEE PLAN 5 GAL. L * ,� LU \\ ♦ 3 OCTOPUS AGAVE _° �7 OF �°• ♦ �` FOUQU ERIA S I PLENDENS / SEE PLAN 7- 9 CANES L �� ��` • OCOTILLO (7-10 TALL)UJ co YL _ x \ \\ 4 14 x PACHYPODIUM LAMEREI/ SEE PLAN (4'-6' TALL) M w ?v1 x \ MADASCAR PALM 15 GAL. _ +yV` ` a \ 0 CEREUS PERUVIANUS 'MONSTROSUS'/ (2-3 BRANCHES/3' TALL) L Z -;- _ \. CEREUS 15 GAL. - 5 13 U) . W ; . TOTAL LANDSCAPE AREA: 6 12 RIGHT OF WAY LANDSCAPE AREA: 2640 S.F. ON- SITE LANDSCAPE : 5135 S.F. Q 0 '� ' ' 1 ATM 0 I TOTAL LANDSCAPE: 7775 S.F. o ` ♦ ♦ PARKING LOT LANDSCAPE REQUIREMENTS: ATM TRACT: h 11 x TOTAL PARKING AREA = 5,330 SF ° PORTION OF BLOCK"A" PALM 0 O :I' 8 TOTAL INTERIOR LANDSCAPE AREA REQUIRED = 267 SF (5 /o) DESERT TRACT, MB 21/50-54, Z I TOTAL INTERIOR LANDSCAPE AREA PROVIDED = 286 SF (5.4%) RIV. CO. RECORDS IN THE SW 1/4 OF SECTION 20, T5S, R6E, TOTAL TREES REQUIRED — 6 (1 PER 3 PARKING SPACE - LU '"; ; �� 10 17 TOTAL PARKING SPACES) sBBM W �' _ s 9 TOTAL TREES PROVIDED = 6 ui 1 '�❑l _ o 4 - y, L,, k ,, � •� .. : . . NOTE TO THE CONTRACTOR: cri s _ RIGHT-OF-WAYi :.• .. : NO WORK SHALL BE DONE IN THE W — — — — — — — UNTIL A RIGHT-OF-WAY PERMIT HAS BEEN ISSUED. OWNER: WACHOVIA W -NO UTILITY WORK SHALL BE DONE UNTIL THE Two W a C h o v i a Center COACHELLA VALLEY WATER DISTRICT HAS REVIEWED 1 9 t h Floor AND APPROVED THE LANDSCAPE PLANS. 301 South Tryon Street Z SF %S11 Charlotte , NC 28202 DUJ F U \ NOTE : 0 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT g STRUCTURES OF ANY KINK SHALL NOT BE PLANTED, = INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS S T U 0 10 1 W OR RIGHT- OF -WAY WITHOUT FIRST OBTAINING AN A R C H I T E C T S Z ENCROACHMENT PERMIT FROM CVWD. W ° 2258 First•. Avenue Sari Diego, California 92101 ° EXISTING SEWER LATERAL W Y T 619.235.9262 F 619.235.0522 o! O 3 0' 5' 10' 20' = LANDSCAPE INSPECTION SCHEDULE 0 1. SLEEVING/ GRADING 4. PLANT MATERIAL (TREES & SHRUBS) 6. FINAL PLANTING PLAN } A. SLEEVE DIA., TYPE, DEPTH, AND LOCATION A. CONDITION A. IRRIGATION: 7%m B. SOIL SURFACE DRAINAGE, ELEVATIONS AND B. TYPE i. VALVES,BOXES AND WIRING SCALE 1"=10'-0" -SHRUB & TRASH (INCLUDING WEEDS & RUBBLE) C. PLACEMENT ii. CONTROLLER OPERATION AND SCHEDULE GROUND COVER o iii. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE, co 2. HARDSCAPE/BOULDERS- COBBLE 5. GROUND COVER (DECOMPOSED GRANITE) FLOW RATE AND QUANTITY PER PLANT DRAWN BY re A. SIDEWALK AND WALL LAYOUT A. TYPE iv. OVERALL OPERATION COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW DATE B. UTILITIES LOCATION B. DEPTH AND SPACING v. AS BUILT JOB NUMBER Octobers, 2007 = C. BOULDER TYPE,SIZE,WEIGHT AND DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 PLACEMENT C. COMPACTION SCALE BRANCH NO. NOTE: SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 SEE PLAN PROPERTY ID# °z 3. IRRIGATION SYSTEM ROUGH-IN ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY 614010 PALM DESERT a A. TRENCH DEPTH AND LOCATION RE-INSPECTIONS. NORTH SHEET NO. a o B. PIPE SIZE AND CLASS AMIL C. PRESSURE TEST (125 PSI FOR 6 HOURS) IL L301 SIGNATURE DATE SIGNATURE DATE NORTH OF - I � I � DATE REVISION/ISSUE 06.21.07 50%CONSTRUCTION DOCUMENTS / /� / 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 08.21.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL PLANTING NOTES: i/ \ 10.05.07 PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.31.07 REVISIONS 1/BID SET Q 1. REFER TO NS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION,NFMULCOH NG A D OTHER PLANTING III//II LEGEND: INFORMATION. `// \ �� 1. CROWN OF PLANT TO BE PANTED 1/2"-1" 1 ABOVE FINISH GRADE 2. NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS / I \I 2 2. BASIN� PRIOR TO COMMENCEMENT OF WORK TO COORDINATE A I "V 3. UNDISTURBED NATIVE SOIL PROJECT INSPECTION/ LANDSCAPE INSTALLATION REVIEW. 4 4. TEMPORARY EARTH BERM LANDSCAPE ARCHITECT NOTIFY THE PUBLIC WORKS DEPT. OF THE CITY OF PALM DESERT 5. BACKFILL MIX PER SPECIFICATIONS AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF WORK TO \ \ REQUEST AN INSPECTION. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND Iz, . NOTES: ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY /\ ''%1�% S ;� ;,1 ; 6 /\\// \/\\/\\/ A. FOR REQUIRED PLANTING METHODS REFER TO LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD SPECIFICATIONS (NOTE SPECIAL TREATMENT) IVY CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 4. REPORT ANY DISCREPANCIES IN THE DRAWINGS OR BETWEEN /\\//\//\//\//\//\//\//\\//\ B. FOR SLOPE PLANTING SHAPE: SHAPE UPHILL 434WestCedarStreet o THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE 1 \/\/\/\/\/\/ 3 SIDE OF PLANT PIT FOR SMOOTH CONTINUOUS 200 \//j\//\\//\\//\\//\\//\\// //\/ TRANSITION TO FINISH GRADE (2�1 MAX) San DiegoeCA 92101 LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR DRAWING 2 \\�� 619.235.5360 CLARIFICATIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF 619.235.5369Fax o THIS WORK. ANY CHANGES TO THE APPROVED PLAN SHALL BE 4 info@ivyia.com o SUBMITTED TO THE CITY OF PALM DESERT FOR REVIEW & APPROVAL. ¢ 5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON / / / A SHRUB PLANTING N TS Landscape Architecture \\ \\ \ \\ \\ Planning o OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S / //\//\ \ z REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY \\\\\\\\\\\\ , ',\\\\\\\\ FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION /\//\//\/ \//\ \ o LANDSCAPE ARCHITECT SEAL WITH DAMAGED UTILITIES. //\/\/\/\ / \ \ \ \ 1s�_,�,�_,1,`_,�,�,1 ,�,�,�,�;; ;; EDGE OF PANTING AREA �:��s��s-�s-�:- �:�1:�1:��s�� / / / 2/3 O.C. `pNOSCgpF 0 6. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS // <ra \\ \\ \\ � �'s��:=�'s��':�i �'s��'s� �'\\ \\ SPACING o LIGHT, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE //\//\ �,;- �,,-�,;- =�;;- -�,; //\ , `y� L'c "s O O O O O O E. 0 APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT \\ o IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE // // IL W WITH THE PROPER EXECUTION OF WORK. j�\\///\\/�\\\�/\\\//\\\//\\\//\\\/j\\\�/\\\�/\\\ \\�� \ ]� ''#3107 s yy �► OILL Fap� 3 0 P 0 7. OBTAIN ALL SOIL FOR LANDSCAPE PANTING AREAS OR �j A� = BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE 2 X ROOTBALL WIDTH OF C10i J v NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR o 0 0 0 0 o O --- - - - - ---- -- - APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LEGEND: \ \ \ \ \ \ LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS W WHICH MAY INHIBIT OR RETARD NORMAL PANT GROWTH. 1. THE ROOT BALL SHALL BE INSTALLED SO THAT THE TOP EQUAL W OF THE ROOT BALL IS LEVEL WITH THE ADJACENT FINAL GRADE. 8. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO 2. BASIN z THE SOILS REPORT RECOMMENDATIONS IN THE REPORT BELOW. 3. UNDISTURBED NATIVE SOIL NOTE: Z 2 9. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS 4. TEMPORARY EARTH BERM A. ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL PER SPECIFICATIONS. 5. BACKFILL MIX PER SPECIFICATIONS SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED 6. TRUNK SHALL BE VERICAL W 10. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MINIMUM. NOTE: Q FOR REQUIRED PANTING METHODS REFER TO 11. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL SPECIFICATIONS (NOTE SPECIAL TREATMENT) BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND Q SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW = AND APPROVAL BY CITY OF PALM DESERT & LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. D PALM TREE PLANTING N TS B SHRUB /GROUND COVER SPACING N TS n THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TRACT: 0 OF ALL TREES & SHRUBS A MINIMUM OF 21 DAYS BEFORE ANTICIPATED step, Enter ET zone �the�, oEtozoneMapccwVO�rawingNo.29523)foundintheir PORTION OF BLOCK"A" PALM City of Palm Desert Print Form DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE , Y Irrigation faro cape Irrigation system Design criteria") DESERT TRACT, MB 21/50-54, Z PURPOSES (TREES ONLY). THE LANDSCAPE ARCHITECT MAY OPT TO REVIEW Water Calc Chart Step 2-Enter values-ors:jare footage calculations RIV. CO. RECORDS IN THE SW O 1 Step 3-Enter values r t.,numoe•c plant materials in each water use category. The MAW and EINU 1/4 OF SECTION 20, TSS, R6E, � MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE PREVAILING WIND t will beautor-,"ally-al"'laced_ sBBM Cn ALL PLANT MATERIALS DELIVERED TO THE SITE MAY BE REJECTEDr I CVWD ETO zone Z BY THE CITY OR LANDSCAPE ARCHITECT BASED ON UNHEALTHFUL . APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF Total Number of Plants 256 Total MWA 215.31 o PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT. ' 0 Irrigation System Type Square Footage Estimated Water Use I ALL TREES SHOULD MEET CURRENT ANSI STANDARDS OR ARIZONA Square Footage Calculations Very Low Shrubs Drip 0 0 rwI NURSERY ASSOC. STANDARDS. = PLAN VIEW ry p Tree&Shrub Square footage 7,775 ' \�- 141 Dri 4,282.32 52.71 G VV ^v t k 12. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, Low Shrubs p . Turf Spray Square Footage o W A C H O V I A A SINGLE LEADER, AND GOOD STRUCTURE. LEGEND: � o 0 W Low/Mod Shrubs Drip Two Wachovia Center 13. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE Turf Rotor Square Footage o 1 9 t h Floor co 1 CINCH TIES Mod Shrubs 96 Drip 2,915.63 89.71 3 0 1 South Tryon W PER THE APPROVED LANDSCAPE PLAN. Street IH Waterfeature Still Square Footage o Charlotte , NC 28202 14. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH 1 O2 2" �DIA. LODGE POLE PINE STAKE. 10' LONG FOR Mod/Hi Shrubs Drip o 0 W TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. 24 BOX. KEEP CLEAR OF ROOTBALL. WaterfeatuireMovingSquareFootage o U_ �� High Shrubs Drip 0 0 0 15. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS 2 O WATER BASIN. 4 MIN. DEPTH (DEEP WATER Gross Square Footage 7,775 co IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PAN. TREE IMMEDIATELY UPON PANTING.) REMOVE Low Trees 9 Bublers 273.34 4.04 g BASIN AT END OF MAINTENANCE PERIOD. S I U 0 10 16. DURING THE LENGTH OF THE GUARANTEE PERIOD THE CONTRACTOR O Less Allowable Boulder/Cobble Low/Mod Trees �� Drip 0 0 W SHALL BE RESPONSIBLE FOR PROPER STAKING OF ALL TREES TO ENSURE STABILITY. 4 FINAL GRADE. Square Footage A R C H I T E C T S z O AMENDED BACKFILL. SEE SPECIFICATIONS. Boulder and Cobble instructions-If e Mod Trees Drip o 0 W 17. i. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, 7 TAMP AND SETTLE BACKFILL BEFORE PLANTING total 7r-ount of boulder and cobble area HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION&# 3 SO THAT TREE DOES NOT SINK AFTER PLANTING. withu,j, plant material is greater than 59 Dri of Mod/Hi Trees �� p 0 0 ON SHEET L-300. 4 © UNDISTURBED NATIVE SOIL. the-o-al landscaped area it may be used to 2258 F I r s Avenue } - adi s' he overall landscape area. High Trees 10 Bublers 303.71 17.94 COltiOrritp1 o ii. HAVE ALL SAMPLES TESTED BY A LOCAL SOIL FERTILITY LAB FOR: ch San Diego, 0 O TOP OF ROOT BALL TO BE AT FINAL GRADE. W 1. DETERMINATION OF SOIL TEXTURE,INDICATING THE AVAILABLE WATER CAPACITY. � Total Plants 256 Y 2. AN APPROX. SOIL INFILTRATION RATE (EITHER) MEASURED OR DERIVED FROM \/\ ���; �,% %�� ��,/ \ \� Net Square Footage 7,775 T 619.235,9262 F 619,235,0522 o SOIL TEXTURE/ INFILTRATION RATE TABLES. A RANGE OF INFILTRATION RATES \/\\/ �''I �I�� /7 �`I�' \/\\ SHALL BE NOTED WHERE APPROPRIATE. ��,\ ;�� ROOTBALL %,� Total Tree and Shrub EWU 164.4 3. MEASURE OF PH AND TOTAL SOLUBLE SALTS. 5 �� �'� 7. 4. SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION j\\\ ��`� `� �% `�% \\ Totalwaterfeature Ewu o � 0 5. AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION %Ii i�-%� \// Total Turf EWU 0 PLANTING g RECOMMENDATIONS. j\\\ \\ \ \ \ ��\� o iii.24'TO KE TWO D DEEP. EACH SAMPLE LES AT EACH LOCATION: HAL O ONI) GROUND LEVEL TAIN APPROXIMATELY O' QUART OF 6 Total Estimate Water Use 164.4 DETAILS o SOIL TO BE LABELED PER LOCATION AND DEPTH. W DRAWN BY iv.SUBMIT SOIL REPORT TO THE LANDSCAPE ARCHITECT OF RECORD & CITY OF /\\\ \/\ \\\/\\ \\� DATE x PALM DESERT FOR REVIEW & ACCEPTANCE PRIOR TO INSTALLING ANY PANT \ \//�/�\��\ ,��/ COACHELLA VALLEY WATER DISTRICT COACHELLA VALLEY WATER DISTRICT LEW W MATERIALS. 2 X DIAM. JOB NUMBER October 5, 2007 OF BALL DEVELOPMENT SERVICES DEPARTMENT WATER MANAGEMENT DEPARTMENT 06104 SCALE BRANCH NO. NOT TO SCALE PROPERTY ID# z 614010 PALM DESERT Q NORTH SHEET NO. Of O n. D PLANTING NOTES C 24" BOX TREE NTS SIGNATURE DATE SIGNATURE DATE L390 OF -