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HomeMy WebLinkAboutDinah Shore Business Park Phase 2_1 Landscape Architecture Plans - A R C H I T E C T S 0 R A N G E 144 North Orange Street•Orange,Cellromia 92866.714 639-9860 for R. DALE 6 HAD FIELD �jfl} 1LAN0SCAPE LJ ARCHITECT 27601 FORBES ROAD SUITE 50 I?IIVAII 3/ C)F?Lm 13U31Ph!F33 AF?il F A LAGUNA NIGUEL, CALIFORNIA 92677 (949) 367-9275 ^ FAX (949) 367-9321 NNDSCI o HADF! �r c� PARCEL MAP NO. 32930 PARCEL 2 —i 2/n a/Or '1K RU al to i J,Tq a e �\P TF CAL\Fo Palm Desert, California DI NAH SHORE BUSINESS PARK PHASE 2 73830 Dinah PALM DESERT CALIFORNIA I PARCEL MAP I NO. 32930 PARCEL 2 Palm Desert Associates 30398 Esperanza Rancho Santa Margarita California 92688 949.635. 1970 VICINITY MAP: • SHEET INDEX. COVER SHEET L1.0 COVER SHEET RAMON ROAD L IJ IRRIGATION PLAN L2.1 IRRIGATION DETAILS L2.2 IRRIGATION SPECIFICATIONS PROJECT L3.1 PLANTING PLAN SITE 4.1 ANTING TAILS AND SPECIFICATIONS L PL DE DINAH SHORE DRIVE U.j 0141 W ¢ 10 } = W Z 0SC- APPROVED . FINAL -GERARLD FORD DRIVE °° w .06E CKgGE i o F-- _ r a Y i 0 NORTH - - - l6 B PP0514 i - © 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange, D A T E xX dr RM cn DIG ALERT. NOTES: CONSULTANTS: X— awset X A4143 Project r maw NOTE: OWNERS Dmwft ram►» REFER TO CIVIL ENGINEERING PLANS FOR APPROXIMATE 9-27-06 Pt Dab ORE ALERT LOCATION OF ,ALL EXISTING OR PROPOSED UTILITIES. Pain D Psert Assodatss _ Q _ �0 DIG CALL DIG ALERT AT (800) 422-4133 48 HOURS IN ADVANCE 30398 Es eranza FC-531 PRIOR TO ANY CONSTRUCTION. g Rancho Santo Margarita, California 92688 Q ® REFER TO CIVIL ENGINEERING PLANS FOR ALL GRADING AND Phone: (949) 635-1970 Q DIAL TOLL FREE RECEIVED p 1-800-422-4133 DRAINAGE INFORMATION OR LOCATIONS. -- 0 ARCHITECT: AT LEAST TWO DAYS 111� Architects Orange BEFORE YOU DIG 144 N. Orange Street PUBLIC WORKS DEPARTMENT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Orange, CA. 92666 CITY OF PALM DESERT Phone: (714) 639-9860 FAX: (714) 288-6621 E—Mail: chip®architectsorange.com S H E E T E—Mail: Barrel®architectsorange.com These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in LANDSCAPE ARCHITECT. cooperation with the local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to R. Dale Hadfield encroach into district and USBR Rights—of—Way. Trees, plants, walls and Attn: permanent structures of any kind may not be planted or installed in 26041 Cape Drive Suite 265 R. Dale Hadfield CVWD and USER easements or right—of—way without first obtaining an Laguna Niguel, CA. 92677 encroachment permit from CVWD. Phone: (949) 367-9275 Date FAX: (949) 367-9321 Water Management Supervisor L 1 , 0 E—Mail: rdhla®earthlink.net Development Services Supervisor i i Architecture L ndscape mop A R C H I T E C T S O R A N G E 144 North Orange 8freet•Orange,California 92866.714 639-9860 for R� DALE HADFIELD L A N 0 S C A P E u ARCHITECT 27601 FORBES ROAD SUITE 50 LAGUNA NIGUEL, CALIFORNIA 92677 (949) 367-9275 ° FAX (949) 367-9321 /IVA /I 514C)F?E 3t/ 911VE 5 5 PA F?l A '� NDSCgp i HAD IFl F-1 VE PA RCEL MA P NOrJ�i n / 24255A L 0 T 4 TEN 2%28 re TA T * w to � JT� e TF OF OAUF�� Palm Desert, California DI NAH SHORE BUSINESS PARK PHASE 2 73830 Dinah S PALM DESERT CALIFORNIA TENTATIVE PARCEL I MAP NO. 32930 PARCEL 2 I Palm Desert Associates 30398 Esperanza Rancho Santa Margarita California 92688 949.635. 1970 I VICINITY MAP: SHEET INDEX. COVER SHEET LI.O COVER SKEET RAMON ROAD LI.1 IRRIGATION PLAT l L2.1 IRRIGATION DETAILS L2.2 IRRIGATION SPECIFICATIONS PROJECT L3.1 PLANTING PLAN S 1 TE L L 4.1 PLANTING DETAILS AND SPEC:IF-ICATIONS DINAH SHORE DRIVE z iy�R U j 'Q 10 Z GERARLD FORD DRIVE °D Uj a 4 a o NORTH PP0514 © 2004 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. D A T E xx DIG ALERT: NOTES: CONSULTANTS: xx BW� XX RECEIVELY NOTE: A4143 ftjr OCT 10 2006 REFER TO CIVIL ENGINEERING PLANS FOR APPROXIMATE OWNERS ftwft Nam 9-27-06 � �, F°RE DIG ALERT LOCATION OF ALL EXISTING OR PROPOSED UTILITIES. Palm Desert Associates <b� rOG CALL OIG ALERT AT (800) 422-4133 4S HOURS IN ADVANCE 30398 Esperanza 0 o PRIOR TO ANY CONSTRUCTION. Rancho Santa Margarita, California 92688 f�s�DE CO�j Q VQ DIALREFER TO CIVIL ENGINEERING PLANS FOR ALL GRADING AND Phone: (949} 635-9970 �� TOLL FREE DRAINAGE INFORMATION OR LOCATIONS. APPROVED 1-800-422-4133 , i ((( ARCHITECT: BY: d � 0 AT LEAST TWO DAYScc BEFORE YOU DIG Architects Orange pATE:1r�^ -zG��Gud 144 N. Orange Street 9✓ �O UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Orange, CA. 92666 cG�rG ��5►' Phone: (714) 639-9860 gAL Co FAX: (714) 288-6621 E—Mail: chip®architectsorange.com S H E E T E—Mail: darrel®architectsorange.com These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in LANDSCAPE ARCHITECT: cooperation with the local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to R. Dale Hadfield Attn: encroach into district and USSR Rights—of—Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in 26041 Cape Drive Suite 265 R. Dote Hadfield CVWD and USSR easements or right—of—way without first obtaining an Laguna Niguel, CA. 92677 encroachment permit from CVWD. Phone: (949) 367-9275 Date FAX (949) 367-9321 Water Management Supervisor , I E—Mail: rdhla®earthlink.net Development Services Supervisor WATER CONSERVATION STATEMENT IT THE FOLLOWING ARE GUIDELINES TO WHICH THIS PLAN SHALL ADHERE IN ORD R4 - IRRIGATION LEGEND TO CONSERVE WATER AND GENERALLY COI*ORM TO THE REQUIREMENTS OF THE \ -- j $YML■M MG PROMPTION Pal t~�m RAD PATTEW DROUGHT RESPONSIVE LANDSCAPE SECTION AND OTHER APPLICABLE CITY AND AGENCY REQUIREMENTS. _.._--- --------_. ---------__----- ____-- RAINBIRD 1402 PRESSURE COMPENSATING 30 0.50 - FLOOD j 1. NO TURF SHALL BE USED ON THIS PROJECT. EXISTING - - �- I ; BUBBLER (REFER TO SCHEDULE) BUILDING ��� '"`��� f ( ; --r-- RAINBIRD PE15SER IRS I�OTE CONTROL VALVE. SIZE AS INDICATED ON PLANS. I 2. LOW TO MODERATE: DROUGHT TOLERANT PLANTINGS A� USED. - �____ j I f ARCH ITEC T S 3. AN AUTOMATIC IRRIGATION CONTROLLER C:ONFECTED t0 A RAIN SHALL ® RAINBIRD XCZ-015 CONTROL ZONE KIT- WITH 15-DVX REMOTE CONTROL VALVE, 0 R A N G E r (DRIP ASSEMBLY) XBV-015 BALL VALVE, RBY-015-200MX IN-LINE FILTER, PSI-L30X-015 BE PROVIDED. !- - 1" > PRESSURE REGULATOR (USE PD I-M30X PRESSURE REGULATOR FOR FLOWS 144 North orange Street•Orange,California 92866.714 esa.g860 4. NOTE INDICATING WATERING TIMES BETWEEN 9:00 PM AND 6:00 AM INDICATED � GREATER THAN 5 GPM) ON PLANS. - /,.� � � ►� WILKINS •850 FULL PORT LINE SIZED BALL VALVE. S. DIFFERENT PLANTING HYDROZONES SHALL BE IRRIGATED ON SEPARATE -�` �-' ' 1�4Y A�6 10 � I u SELF-FLUSHING LATERAL LINE CAP. INSTALL IN EMITTER BOX - TAN COLOR VALVES BASED ON SOLAR ORIENTATION, SLOPE GRADIENTS AND WATERING C '1 1, - I q R. ®ALE REQUIREMENTS. \ \ 5 5 BBLR - ' EM 3/4, IRRIGATION WATER METER INSTALLED BY CVWD. f HADFIELD 6. LANDSCAPING SHALL BE SERVICED BY SEPARATE WATER METER 5�4' DRIP' \ ® FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED BY CVWD - 1'. ,.. �' I LAflV I) SCAPE 3 ALa \ INSTALL DIRECTLY BEHIND METER PER CVWD REQUIREMENTS. ARCHITECT \\ - - s ' I , ING - DRIP �'� \ ! ® GRISWOLD 02230 PRESSURE REGULATING MASTER VALVE - I'. NORMALLY OPEN '2 6 1 FORBES ROAD SUITE 50 CONTROLLER NOTE• BUILDING \ `'" - l /" i PHASE I LACUNA NIGUEL, CALIFORNIA 92677 4 ® HAYWARD 012 BASKET STRAINER, Is SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER (949) 367-9275 ^ FAX (949) 367-9321 LOCATE WALL MOUNT CONTROLLER ON OUTSIDE WALL OF - BLDG. ff2 - J ELEMENT BUILOW-1. 111 VOLT 2 AMP 60 CYCLE POWER AVAILABLE \ , 3/4, _ , ( - ,4. O RAINBIRD 033OLRC QUICK COUPLER VALVE AND KEY. INSTALL IN BROOKS e3 VALVE BOX BY GENERAL CONTRACTOR IRRIGATION CONTRACTOR TO TAN COLOR 1 PVC CONNECTION TO MAIN. �PNDSC,gpF \ \ 3,4� I A Fl C MAKE FINAL HOOK-UP. FINAL LOCATION TO 15E APPROVED BY THE LANDSCAPE ARCHITECT. ENCLOSURE SHALL BE \ PRESSURE MAINLINE PVC SCH 40 3/4' TO 1�3', CLASS 315 FOR 2' SIZE AND P� y POUNDER-COATED AND COLORED 'DESERT TAN' PER \ \ \\ \ T _ --- - --------------� LARGER BURY MIN. 18' BELOW GRADE. SIZE AS INDICATED ON PLANS. PH E 11 ,AGENCY REQUIREMENT. \ -\-- ....4 ---- -- ----- NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12'. SIZE AS INDICATED ON BLDG. /2 _ --- --- -} 4 PLANS. SLEEVE UNDER ALL PAVING. Sin t =~ - Y_ _ . --- PIPE SLEEVING PVC SC 4 40, EXTEND MIN. 12' BEYOND EDGE OF PAVING. ALL e 3 A5 \ \\ - I HARDSCAPE OVER 6' SHALL BE SLEEVED 2 TIMES GREATER THAN PIPE. \ � `� . �TF F CAL1F0 DRIP 4 \ , \ - _ ( f I NO SYM WIRE SLEEVING PVC 8014 40, EXTEND MIN. 12 BEYOND EDGE OF PAVING. 10 A4 1 1 \ - - - BBLR I' \ \ - PVC CLASS 200 NON-PRESSURE LATERAL TO DRIP TUBING, SLEEVE UNDER ,\ , i - ; .ram - I I ALL PAVING AREAS. USE PVC SCH 40 UNDER PAVING, SEE SPECIFICATIONS DINAH SHORE \ 3/ ,, "III FOR DEPTH UNDER PAVING. BURY 12' MIN, BELOW GRADE IN PLANTER AREAS. S O \ 4 \ f - 14 I I I I AQUA- ET-8B 8 STATION WALL MOUNT CONTROLLER WITH B-86 OUTDOOR LOCKING ® BUSINESS PARK II � CONSERVE CABINET. INSTALL WITH WRT-1 WIRELESS RAINREMPERATURE SENSOR PER I I MANUFACTURER'S SPECIFICATIONS. ENCLOSURE TO BE 'DESERT TAN' IN PHASE 2 III f COLOR. CONTRACTOR TO MAKE FINAL HOOK-UP. `\ 3 III VALVE NUMBER 1/q n �2 16= FLOW IN GPM PALM DESERT r I 1 BBLR' FLOW IN GPM VALVE SIZE CALIFORNIA i 3 A�Ic DRIP EMITTER / BUBBLER SCWEDULE DRIP /4 EXISTING TENTATIVE PARCEL 1 I. CONTRACTOR SHALL INSTALL RAINBIRD XB EMITTERS TO MEET THE BUILDING FOLLOWING SCHEDULE: MAP NO. 32930 I ALL LOW WATER USE (020) SHRUBS - (1) XBT40 (1 GPM EACH) City 0f Palm Desert Iw A3 �\ �, "� , - - - < -...- ALL MODERATE USE (OW) SHRUBS - (1) XBT-20 (2 GPI4 EACH) PARCEL 2 BBLR 1' 1 ­3I ALL HIGH USE (0.80) SHRUBS - (2) XBT-20 (2 GPH EACH) ALL LOW WATER USE (020) TREES - (2) RAINBIRD 1401 BUBBLERS Water Calculation Curt \ \ 1 _ f i 3,4 - � ' I - ALL MODERATE USE (0B0) TREES - (2) RAINBIRD 1402 BUBBLERS ALL HIGH USE (0,W) TREES - (2) RAINBIRD 1404 BUBBLERS woo 2. THE NUMBER OF EMITTERS INDICATED ON THESE PLANS ARE APPROXIMATE AllaXlrllurrt Water AI�C�WaI1Ce AND SHOULD BE VERIFIED IN THE FIELD BASED ON PLANTING INSTALLATION. - CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT Palm Desert Associates " '"'"'" - - _ , NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOVE. sow Input gone ~ Alb 5 , ... _____-__-_-_-.. ------ - 30398 Esperanza 3�4' DRIP NOTES Rancho Santa Margarita - California 92688 Square Footage Calculations ` , wo 114 GJ - - 1. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING WIDER THAN 6' TO A - �---___ 949.635. 9970 __-......__ - _.--- I, _ --`--' BE PROVIDED WITH PIPE SLEEVING (2 TIMES LINE SIZE). Tree&Shrub Square foot 700 BBLR IVE - ` '"`�- 2. LOCATE ALL VALVES M AREA IG AN SHOU�I Turf Square foot 0 R _`._.--- i AL SHRUB WHERE APPL ABLE PLAN FOR Total Square foot Cobble/Boulder 1,070 ---' I CLAMTY ONLY. Total Waterfeeture Square footage 0 RE l 3. LANDSCAPE CONTRACTOR SHALL CONTROLLER TO OPERATE Total Landscape Square foot 8,640 0 �D IRRIGATION SYSTEM BETWEEN 9:00 PM AND 6:00 AM. MriATION ! 4. PROVIDE WIRE SLEEVES AND PIPE SLEEVES FOR MAINLINE AND LATERAL LINES Zone No. Eto Water Adj. Total Conversion Factors Total fFactor S .ft. 0.62 748 MWA C)INAH UNDER ALL DRIVEWAYS AND ROADWAYS (PIPE SLEEVING (2 TIMES LINE SIZE) ■ LAN 1 57.01 0.5 0 0.62 748 0 - �I PER SPECIFICATIONS. 2 66.82 0.5 0 0.62 748 0 "`�~ 3a 75 0.5 0 0.62 748 Plantllrrigation System_ T rape: Zone Irr: Eff_. Area Seasonal Plant Factor: DESIGN INTENT: 3b 88 0.5 0 0.62 748 0 S Bub/Dri 4 0.9 112.315 6 Low Tree 4 93.9 0.5 8,640 0.62 748 336.23231season Zonal Eto Plant Area Conversion Factors Estimated It IS THE INTENT TO WIRE SEVERAL SEPARATE VALVES (2 MAXIMUM VALVES) INTO value Factor sq,ft. 0.62 748 Irri.Eff. Water Use ONE STATION AT THE CONTROLLER TO MINIMIZE SIZE OF CONTROLLER DRIP spring 20.69 0.2 112.3145 0.62 748 0.9 0.43 VALVE ASSEMI5LIE8 SHALL BE WIRED SEPARATELY FROM BUBBLER VALVES. IN Total Number of plants 1 337 summer 57.29 0.2 112.3145 o.62 748 0.9 1.19 NO CASE SHALL COMBINED FLOWS FROM SEVERAL VALVES WIRED TOGETHER Number of rants b water use °�, Total Landscape Sguare Footatae Fag-winter 15.97 0.2 112.3145 0.62 748 0.9 0.33 SURPASS 20 GPM. CONTRACTOR SHALL VERIFY NUMBER OF VALVES IN FIELD AND 1 Low 251 0.745 5638.190 TOTAL 1,gq pO'*'t ♦+0� ��� % CONFIRM SIZE OF CONTROLLER WITH LANDSCAPE ARCHITECT. REFER TO PLANS 2 Low/Mod o a.QQo 0.00o POINT 1 V FOR STATION NUMBERS. 3 Mod 48 0.142 1078.220 Plant/irrigadon System Type: Zone Irr. Eff. Area Seasonal Plant Factor: , 4 Mod/Hi 0 0.000 0.000 /Bub/Dri 4 0.9 471.721 7 Low!Mod Tree PROVIDE 3/4 IRRIGATION WATER METER VERIFY METER ESTIMATED WATER CON�ION CALCULATIONS PL>a►C:EMENT IN FIELD. WATER METER AND B,ACKFLOW 5 High 0 0.000 0.000 season Zonal Eto Plant Area Conversion Factors Estimated F 1QEVENTE@ t0 BE INSTALLED BY COACHELLA VALLEY 6 Low Trees 5 0.015 112.315 vase Factor sq.ft. 0.02 748 Irri.Eff. Water use WATER DISTRICT. BACKFLOW DEVICE TO BE INSTALLED Spring 20.6 0.35 471.7211 0.62 748 0.9 3.15 hlAXll"IU"t +41�1tN�lAl. APPLIED WATER 7 Low/Mod Trees 21 0.062 471.721 DIRECTLY BEHIND METER AT CURB. 8 Mod Trees 12 0.036 269.555 summer 67.29 0.35 471.7211 0.62 748 0.9 8.71 MA,AW,A= (ETo) x (0.60) x (LA) x (0.62) / (148) 9 Mod/Hi Tree 0 0.000 0.000 Fall-Winter 15.97 0.35 471.7211 o.62 748 0.9 2.43 STATIC WATER PRESSURE 10 PSI 10 High Trees 0 0.000 Q.000 TOTAL 14.2t3 DESIGN PRESSURE 60 PSI ■ W.W x (0.60) x (8,640) x (0b2) / (148) Total 337 MAXIMUM FLOW 16 GPM M,AAWA= 403.48 CCF Plantlirrigadon System Type: Zone Irr. Eff. Area Seasonal Plant Factor: S /Bub/Dri 41 0.9 268.555 8 Mod Tree CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE IN Season Zonal Eto Plant Area Conversion Factors Estimated FIELD AND TO NOTIFY LANDSCAPE ARCHITECT OF ANY ESTIMATED ANNUAL APPLIED WATER!U1W value Factor aq.ft. 0.62 748 Int.Eff. water use DISCREPANCY. FAILURE TO DO SO MAY RESULT IN sixPiant/irri ation System T Zone Irr. Eff. Area Seasonal Plant Factor: "'g 20.69 0.5 269.5549 0.62 748 0.9 2.571CHANGES TO THE IRRIGATION SYSTEM AT NO ADDITIONAL EAAWU= (Eto) x lPF) x (LA) x (b2)/ (148) / (IE) / .80 • CCF Summer 57.29 0.5 269.5549 0.62 748 0.9 7.11 COSTS TO THE OWNER S Bub/Dri 4 0.9 5638 / Low Shrub Fag-Winter 15.97 65 269.5549 0.62 748 0.9 1.98 Season Zonal Eto Plant Area Cornrersion Factors Estimated TOTAL 11.eg LOW TREES - BUBBLERS vase Factor sq.ft. 0.62 748 W.Eff'. water use =(W.90) x (20) x (112) x (.62) / 148 / W spring 20.69 0.2 5638.19 0.62 748 .9 21.49 PlanbWgation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. PRESSURE LOSS CALCULATIONS: = 1.%4 CCF Summer 57.29 0.2 5638.19 o.62 748 0.9 59.50 Bub/Dri 4 0.9 0.000 9 Mod/Hi h Tree LOW MODERATE TREES - BUBBLERS PP0514 Fall-Wing 15.97 0.2 5638.19 o.62 748 0.9 16.59 season Zonal Eto Plant, Area Conversion Factors Estimated STATION NO. A3 16 GPM TOTAL 97.57 value Factor sq.ft. 0.62: 748 Irri.Eff. water use =(93.90) x (20) x 1412) x (b2) / 148 / 90 © 2004 Architects Orange Spring 20.69 0.65 0 0.62 748 0.9 3/4' WATER METER 4.10 = 8.16 CCF These plans are copyright protected. Under Plant/Irri ation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Summer 57.29 0.65 0 On 748 0.9 BACKFLOW F EVENTER 1100 such protection unauthorized use is not permitted. �- Y8 MODERATE TREES - 1UBBLERS These plans shall not be reproduced or used S ra Bub/Dri 4 0.9 0.000 2 Low/Mod Shrub Fall-winter 15.97 0.65 0 0.62: 748 0.9 1-1/2' PVC SCH 40 MAINLINE (220 LF) 3.40 =(9380) x (50) x (210) x (.62) / 148 / W without written permission by Architects Orange. Season Zonal Eto Plant Area Conversion Factors Estimated TOTAL 0.00 LATERALS 3AW Value Factor sq.ft. 0.62 748 Ird.Eff. Water Use = 11.61 CCF FITTINGS 0.80 LOW SHRUBS AND GROUNDCOVER - DRIP D A T E spring 20.69 0.35 0 0.62 748 0.9 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor. PRESSURE REQUIRED AT HEAD 20.00 Summer 57.29 0.35 0 0,62 748 0.9 S r /Bub/Dri 4 0.9 0.000 10 High Tree ELEVATION GAIN 0.00 ■(W.W) x (20) x (5,638) x (.62) / 148 / 90 XX Plan cberk Fall-Winter 15.97 0.35 0 0.62 748 0.9 season Zonal Eto Plant Area Conversion Factors Estimated REMOTE CONTROL VALVE 2.10 ' Slbl CCF' XX Bid Sot TOTAL 0.00 value Factor sq.ft. 0.62 748 Irri.Eff. water use MISCELLANEOUS 3.00 MODERATE SHRUBS - DRIP XX p RECEIVED Spring 20.69 0.8 0 0.62 748 0.9 Summer 57.29 0.8 0 0.62 748 0.9 =(W.W) x (.50) x (1,018) x (.62) / 148 / 90 TOTAL PRESSURE Loss 48.00 A4143 �� off 102006 Fd Winter 15.97 0.8 0 0.62 748 0.9 = 46.61 CCF Plant/irrigation System T Zone Irr. Eff. Area Seasonal Plant Factor: STATIC PRESSURE 10.00 Nbtns prayll3ub/Ddp 4 0.9 1078.220 3 Mod OTAL 0.00 RESIDUAL PRESSURE 22.00 COBBLESTONE _ �- 6 plot 1W.W) x (0) x (1,010) x (.62) / 148 / 1 Season oral Eto Plant Area Conversion Factors Estimated Total Tree And Shrub 172.11 = Value Factor sq.ft. 0.62 748 Ird,Eff. Water Use ■ 0.00 CCF - A - spring 20.69 0.5 1078.2 0.62 748 0.9 10.27 Plant/irri anon System Type: Zone Irr.Eff. Area Seasonal Plant Factor: A Summer 57.29 0.5 1078.22 0.62 748 0.9 28.44 S ra (Bub/Dri 4 0.75 0 11 urf TOTAL E,A,AWU= 165hS CCF Q Fail Winter 15.97 Q.5 1078.22 0.62 748 0.9 7.93 Season Zonal Eto Plant Area Conversion Factors Estimated Q TOTAL 46.65 value Factor .ft. 0.62 748 kit.Eff. Water Use TOTAL LsAAll�rt llibdW < MAAIIIA (403� I ) spring 0.69 0.76 0 0.62 748 5 Q ! ' ' Plant/irrigation System Jgpe: Zone Irr. Eff. Area Seasonal Plant Factor: summer 57.29 0.6 0 o.62 748 0.75 Q S ra /8ub/Dri 4 0.9 0.000 4 Mod/High Fall-Winter 15.97 0.76 0 0.62 748 0.75 Season Zonal Eto Plant Area Conversion Factors Estimated TOTAL 0.00 Q Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use 20,59 0. 0 O.S2 748 0.9 Tvtai Turf 0.00 Summer 57.29 0.65 0 0.62 748 0.9 0 20 40 80 Fall-winter 15.97 0.65 0 0.62 748 0.9 Piant/lrrt ation S stem Type: Zone Irr. Eff. Area seasonal Plant Factor: S H E E T TOTAL 0.00 Waterfeature 4 1 FALSE 12 Moving9"=20=0" Season Zonal Eto Plant Area Conversion Factors Estimated NO TREE PLANTING UJITI-IIN 10' OF CVWD WATER OR Value Factor sq.It 0.62 748 trti.Eff. Water Use SEUJER LINES. These plans have been reviewed* by the Coachella Valley Water District in Plantlirri ation S stem T e: Zone Irr. Eff. Area Seasonal Plant Factor: S�9 20.69 1.2 0 0.62 748 1 0. accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, $ ra Bub/Drip 4 0.9 0.000 5 Hi Summer 57.29 1.2 0 0.62 748 1 0.00 Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Season Zonal Eto Plant Area Estimated Fag-Winter 15.97 1.2 0 0.62 748 1 0.00 *Approval of this drawing by CVWD Staff does not constitute approval to Value Factor sq.ft. 0.62 748 Ird.Eff. Water Use TOTAL O,OQ encroach into district and USER Rights-of-Way. Trees, plants, walls and Spring 2Q.69 0.$ Q o.62 748 0. permanent structures of any kind may not be planted or installed in Summer 57.29 0.8 0 0.62 748 0.9 Total Waterfeature 0.00 REFER TO SHEET L2.1 4 L22 FOR IRRIGATION DETAILS encroachment and USBp easements or right-of-way without first obtaining an Fall-Winter 15.97 0.8 0 0.62 748 Q.$ encroachment permit from CVWD. AND SPECIFICATIONS. Date ■ TOTAL 0.00 Total Estimated Water Use 172.11 Water Management Supervisor Development Services Supervisor 1 i 1 1 f 2 2 104 V _ _ 12' 3 =1 - 1 - 11= 11 -r G) e 2 1 �N - I 4 4 ,III_ II-1 1'i A R C H I T E C T S - 39 rtnv. ( I- �� -1 O R A N G E III- 9 I - -- --- - M f 144 NorM Orange S&M•OMW,Callhbmle 92W6.714 636i-M =1II� tm - I ---- -- ------ --- -- s �mill R. ���� I-III- o �g 0o % oo l� ADFIELD 00 o c�00 0° 00 �%o i i LANDSCAPE ARCHITECT 1D LINE SIZE WYE S NE 27601 FORBES ROAD SUITE 50 °J M REDUCED PRESSU LACUNA NIGUEL, CALIFORNIA 92677 1. 10' ROUND TAN PLASTIC VALVE 50X. TOP it 12 13 t8 14 Is, is 16 6 3 13ACKFLOW DEVICE H 949) 367-9275 ^ FAX (949) 367-9321 OF SOX TO BE EVEN WITH FINISH GRADE. LEGEND 2 BALL VALVES, TO IRRIGATION LEND. 2. FINAL GRADE. I. PVC SCH. So NIPPLE 10. PVC SCH. 40 ELL. LEGEND © BRASS UNION. Q LpNDSCgPF 3. 1/2' DRIP TUBING (CLOSE) IL PVC SCH. WNIPPLE I LENGTH) I. CURE3, SIDEWALK, '1,ETC. 2 Cr-. EA GRAVEL SUMP. � E HA 4. SELF FLUSHING: END GAP 2. VALVE BOX WITH COVER: AND PVC SCH. 40 ELL. �. $BASS ELL 't'PIGAL� ® � cy 24-INCH SIZE WITH BRANDING 12. PVC SCH 40 TEE OR ELL. 2. ROUND TAN PLASTIC VALVE S. FLANGED CONNECTIONS (TYP. O BRASS LE (TYPICAL). / w 01 5. B CRUSHED GRAVEL St,p"IP - 2 CU. Ft. PER 13. BRICK (I OF 4) SOX WITH LOCKING TOP 2 PLACES). Q 1 CU.FT ONCRETE THRUST / Si SOX 3. PVC SCH. 4m MALE ADAPTER 14. 3' MIN. DEPTH OF A/4' WASHED GRAVEL (LABELED 'MV') SET 1' �3L0 CT1'PICAL). WRAP � 2g 4. WATERPROOF CONNECTION (t of 2). t5. PVC MAINLINE, ABOVE FINISH GRADE IN S. GALVANIZED OR COPPER PIPE PIP S W/ 10 MIL. TAPE. * a e PLANTING AREAS ONLY. SACKFLOW PREVENTER TO S URATE AND COMPACT s J SELF FLUSHING LATERAL LINE CAP NTS 5. 30 LINEAR LENGTH OF 16. PRESSURE REGULATOR, REFER TO MAST RYA YE 5-GRADE TO S09e PRIOR WIRE - COILED. LEGEND. 3. FINAL GRADE. E L O POUP, F C F C A O F' b. PVC SCH. 80 UNION. t-r. BALL VALVE, REFER To LEGEND. 4. COMMON AND CONTROL WIRES NOTE FINISH GRADE. 3 4 I. FINAL GRADEITOP OF FILCH. I& Y STRAINER REFER TO LEGEND. TO CONTROLLER LOCATION. PVC. MA A T 8. PVC SCH. 40 COUPLING. 19. CONtROL VALVE, REFER TO LEGEND. r✓-. MASTER VALVE (REFER TO ALL VALVES TO 8E INSTALLED ® P LE AD P ER. D1NAH SHORE 1 PVC SCH. W NIPPLE IN SHRUB AREAS. ° ° (LENGTH AS REQUIRED). LEGEND) BUSINESS PARK Q ro. PVC MAINLINE. PHASE 2 11 INSTALLED 8Y C:VWD Nv ° G DRIP YAL YE AssEl" 5L Y NTS D MASTER VALVE NTS ACK� OW N NTS PALM DESERT 3 L PREVE TER o CALIFORNIA 2 1 VARIES SEE PLAN 6' TENTATIVE PARCEL 2 1 1 2 MAP NO. 32930 0 PARCEL 2 LEGEND } - _ ( - � I. PRESSURE COMPENSATING DRIP EMITTER NOTE: . � 4 . 1. HARDSCAPE SURFACE.IF � REFER TO DRIP EMITTER SCHEDULE FOR REFER TO IRRIGATION LEGEND FOR MANUF. 2. CLEAN SACKFILL AS REQUIRED, - QUANtItY PER PLANT AND MODEL OF EMITTER/SU55LER OUTLETS, 2 TO BE SET IN b LIFTS. REFER TO c_% I_ _I 2. AUTOMATIC FLUSHING END CAP AND FLUSH VALVES, ETC. ' 1~ SPECIFICATIONS FOR SPECIFIC = MATERIAL AND COMPACTION -1 I - 3 E - Palm Desert Associates 3. LATERAL LINE-BURIED A MINIMUM OF PLACE EMITTER OUTSIDE OF ROOT BALL. (DO YQUIREMENtB. _ ( - - I 30398 Esperanza 12 BELOW GRADE NOT DISTURB ROOTSALL). .. 3 CLEAN SAND. .3 4. PRESSUi MAIN LINE WITH SLEEVE. Rancho Santa Marganta 4. REMotE coNTRoL VALVE w% " TT = _ California 92688 t] ll4 S. LATERAL LINE WITH SLEEVE. -I I I I- 4 949.635. 1970 � n 'A 6 CO NTROL ONTROL WIRES t COMPUTER I I S 04 K EMITTER OUTLET LAYOUT NTS HARDWARE WIRE SLEEVE. LEGEND >; 1. FINAL GRADE � I -III=1 I I=1 = 6 4 - - _� = 2. SLEEVE (IF REQUIRED) b MIN RRIGATION b 3. LATERQ.4L. LINE DETA�S i b 2 3 4 a 4. MAINLINE OR SLEEVE 2 1 (2) PER TREE LEGEND 5. CONTROL WIRE NOTE. i NOTES: 1. FINAL GRADE NOTE: 1. INSTALL TAN VALVE BOX SUCH THAT 3j THE TOP OF THE COVER IS 2' 1. ALL PLASTIC PIPING TO SE SNAKED 5. SEE IRRIGATION SPECIFICATIONS ALL SLEEVES TO BE PVC. SCN. W AND TWO AND ONE Z. PLASTIC TAN VALVE BOX WITH IN TRENCHES FOR SACKFILL AND COMPACTION LOOKING LID MARKED 'S.V.' ABOVE FINISH GRADE IN GROUND COVER AREAS AND FLUSH WITH l p HALF (242)TIMES THE DIA. OF THE WORKING PIPE. CONCta'ETE AND TURF AREAS REQUIREMENTS --I-I 3. BALL VALVE 2. BUNDLE AND TAPE WIRING At 10 - I _ b ALL SLEEVES TO RLJFt A MIN. OF 12' BEYOND HAROSCAPE 4. ONE CUSIC FT. OF ��' CRUSHED INTERVALS b. PIPE DEPTH FOR 2V2 DIA. AND 6 EDGES. ROCK 4 ' 3. TIE A LOOSE 20' LOOP IN WIRING LARGER SHALL BE 24 CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND D. PVC MAIN LINE AT CHANGE OF DIRECTION GREATER 1. PINE DEPTH FOR 2' DIA. AND SHALLOW (1) UNDER WALKS AND DRIVES. b. T.O.E. NIPPLE THAN 30*. UNTIE ALL LOOPS AFTER SMALLER SHALL BE 18' ALL CONNECTIONS HAVE BEEN MADE SECTION PLAN VIEW T. PVIC MALE ADAPTOR I8. FIRE DEPTH FOR NON-PRESSUt� REQUIRED) 4. INSTALL ALL CONTROL WIRE ON THE LATERAL LINES SHALL BE 12' UNDERSIDE OF THE MAIN LINE PIPE LEGEND Q i. BUBBLER HEAD PER LEGEND. 4. FINAL GRADE. SLEEPING NTS E I=ULL PORT 5ALL VALVE NTS V TRENC:WING NTS INSTALL ON 1/2' PVC SOH W RISER 5. NATIVE SOIL BACKFILL MIX 2. CLASS 200 PVC LATERAL TO 6. ROOT SALL. BUBBLER HEAD. 1. UNDISTURBED NATIVE SOIL. 3. CLASS 200 LATERAL FROM VALVE. & DECOMPOSED GRANITE 2 1 PP0514 11i LEGEND b 1 3U 5LER T ES a 2004Arci Orange These tans are copyright protected. Under i. WALL MOUNT CONTROLLER - REFER such protection unauthorized use is not permitted. i TO PLAN FOR SIZE AND LOCATION. These plans shall not be reproduced or used m3" T`I'P. ALL S f D E S p INSTALL PER MANUFACTURER'S without written permission by Architects Orange. 3 RECOMMENDATIONS 3 0 0 2 2. VANDAL-RESISTANT ENCLOOLM D A T E (REFER TO LEGEND FOR MODEL 00 g o 0 o N NOa xx Pkn Cho* 9 00 00 0000 00 cPo cQ 3. 120 VOLT ON-OFF SWITCH XX ere sat RE xx CEIVED 3 8 , 1 • 4. WIGS CONDUIT FOR CONTROL 4143 t 3 - Pm� Number OCT 10 2006 i 0 TAN PLASTIC VALVE BOX WITH © UNION S. 120 V.A.C. CONDUIT tM by Name LOCKING COVER MARKED 'RCV' 9-27-06t Daig ' IN TURF AREAS 1' IN ® PVC SCH 40 FEMALE ADAPTER • 4 © A WAS. SHRlS ® PVC NON-PRESSURE PIPE. NOTE: 1. ALL WIRES TO BE INSTALLED - 0 - �j © CONTRACTOR SHALL SUMMIT TO THE ® PVC SCH WNIPPLE(LENGTH PER LOCAL CODE. 0 ENGINEER APPROVAL, I AS REQUIRED). WAWATERPROOF WIRE CONNECTOR � R FOR PPRU �-. PRIOR TO 5 2. CONTRACTOR 70 PROVIDE SCOTCH SEAL, GEL-TtTE, SNAP-tITE Q }M,W.-HASE, TYPE OF WATERPROOF ® ESOH 4 TEE MAINLINE. VANDAL-PROOF ENCLOSURE I CONNECTION THAT WILL SE USED. OR PEN-TITS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS Q tiR E E TWO FOOT COIL EXPANSION ® CRUSHED ROCK SHALL COVER VALVE Q j AT EACH WIRE CONNECTOR IN VALVE BOX PIPE OPENINGS TO PREVENT ISOX AND COIL WIRES SOIL ENTRY Q Q REMOTE CONTROL VALVE. © PVC PRESSURE PIPE. tI3 LOW VOLTAGE WIRING S Q GO0LENOID. ® FINAL GRADE C UN CLASS 315 PVC PIPE AND SCH WPVC FITTINGS FOR SIZE 2' AUTOMATIC: CONTROL L E R NTS AND GREATER. USE SCH 40 PVC PIPE AND FITTINGS FOR SIZE S H E E T 1. FINAL GRADE 11,1' OR LESS. TWIST OR CRIMP WIRE CONNECTOR These plans have been reviewed* by the Coachella Valley Water District in INSTALL PER MANUFACTURER'S 2. EMITTER TO BE INSTALLED PROVIDE ONE CONTROLLERNALVE ID TAG PER VALVE. ID TAGS 3' ABOVE FINISH GRADE SHALL BE POLYURETHANE 21/4' X 2S41 MIN. WITH 1114' BLACK accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, RE ATIONS LETTER ON CONTRASTING 5 Section 65597 et seq. requiring efficient landscape and irrigation design in 3. 18' POLYETHYLENE RISER cooperation with the local governing agency (City or County). CLOSE NIPPLES SHALL NOT BE USED *Approval of this drawing by CVWD Staff does not constitute approval to 4. 1/2' THREADED BASE encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in 5. PVC SCHEDULE 40 .LEE CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. BURIED MIN. 12, BELOW GRADE Date , Water Management Supervisor M WIRE CONNECTIONS NTS ` DRIP EMITTER NTS F CONTROL VALVE NTS S Development Services Supervisor i 1. GENERAL A. Permits and Fees We ha'ebyy guarantee that the a rtnkler irrigation sustain we have furnished and installed 1. Full Port Sall Valves 3. Install all assemblies specified herein in accordance with respective detail. In to free fr25m defects in materials and workmZZyns3461kfilled nd the work has been completed in absence of detail drawl a or specifications pertaining to specific items accordance with the drawings and notes. We ye to raps replace any defects in 1. Sall valves 3 and smaller shall be 125 lb. SWP bronze mate valves with ecrew-Tn required to complete won , perform such work in accordance with industry The Contractor shall obtain and pay for any and all, building permits as required. materials or workmanship incRiding Gettlin of areas below oracle, which may bonnet, non-rteino stem and solid wed a disc, and "TT conform to Federal etandarde. - S. Manufacturer's Directions develop during the period of me year Trom date of a Lance and also to repair,or Specification UJT V-54, Type I, Clabe replace any dma i reeulttnnoq from the repairing or r tact of such defect& at no 4. PVC pipe and fittings shall be thoroughly of dirt, duet and moisture additional cost o the Owner. We shall Asks each re airs replacanentf within 12 hours � Ball Valves 3' and smaller shalt bane threaded ends and shall be equipped with before instatlatton. tallation and ea welding methods shalt be as Manufacturer's Directions and detailed drawtngo shall be followed in all cases where of notification that repair work to necessary. In time, after receipt of written notice from a bronze hand wheel. recommended by the pipe and fitting manufacturer. the manufacturer of articles used furnishes directions covering points not shown in the Owner, we authorize the Owner to proceed to have said repairs or replacements A R C H 1 T E C T S the drawings and notes. made at our expense and we will pay the costs and charges therefore upon demand. 3. Sall valves 3' and smaller shall be similar to those manufactured by Nibco (T-113 5. On PVC to metal connection, the Contractor shall work the metal connections Q R A N G E C. Ordinances and ulations Series) or approved equal. first. Teflon tape, or approved equal, shalt be used on all threaded PVC to PVC and on a I T threa ddO PVC to Metal joints. Light wrench pressure to a i 1 that 144 Nat,OmW sue,ora,i,ca<<rornia 92W6.714 e301M0 All local, munTci al and state lave, rules and reeggulations governing or relating�to an J. Control Wiring To required. Where threaded PVC connections are required, use threaded PVC portion of irrt atfca work are here& icon orsted into nd madd a art of-these y Project: adapters into which the pipe may be welded. pp y p pp 1. The electrtca I s stem shall be installed in accordance with the National Electrical noted and the r provisions shall be carried out b the Contractor. An thin contained y In three notes pprr by gg Code most recently adopted the Cttyy. Connections between the automatic frail not be construed to conflict Tufth any�of the above ruiL and Location: controllers ans the electric control valvbb shall be made with direct burial copper H. Line Clearance d�r ulationo or requirements of the Game. However, when these notes call for or with AWG-LIP. 600 volt. Pilot wires shall be a different color wire for each All tines shall have a minimum clearance of 6' from each other and from lines of other a �. ®ALE cribs materials, workmanship or construction of a better quality, higher standard, automatic controller. Common wires shall be white with a different color stripe for q or larger size than to required by the above rules and regulations, the provietone of Signed: each automatic controller. Install in accordance with valve manufacturer's trades. Parallel lines shall not be installed directly over one another. �������� L thee -notes shall take prscedenaa. Contractor specifications and wire chart. in no case shall wire size be less than No. 14. m I. Automatic Controller D. Explanation of Drawings 2. Wiring shall o y the same trench and shall be installed along the name route as Install as per manufacturer's instruction. Remote control valves shall be connected ��� L A x o S C A P E xp 9 Address. press supply or lateral lines wherever possible. to controller in numerical sequence as shown on the drawingo. 11ARCHITECT 1. Due to the scale of drawincle, it to not possible to indicate all offsets, fittings, 3. Where more than one wire 1e placed in a trench, the wiring eha II be taped together sleeves, etc., which may be squired. The Contractor shalt carefuli investig8 the Pie: at intervals of 10 feet. J. High Voltage Wiring for Automatic Controller 2760i FORBES ROAD SUITE 50 structural and fintehed-condTtibne affectin all of his work and plaA hie work 1. LAGUNA NIGUEL, CALIFORNIA 92677 accordinngqly furnishings such as fittings, ate., as may be requtrec'� t0 meat such 4, An sx�anston curl should be rovTded within 3 feet of each wire connection and at 120-volt power connection to the automatic controller shall be provided by the (949) 367 9275 ^ FAX (949) 367 9321 conditson3. Drawings are generallyy d� iagrammatic rind indicative of the work to be Date of Acceptance: each tl�ange in direction. ganeion curia shall be formed by strapping at least Irrigation Contractor. installed. The work shall be tnotall6d in such a manner as to avoid conflicte between five (5) tu7no of wire around i' diameter pipe, the withdraw g the pipe. irrigation systems, planting and architectural features. 2. All electrical work shalt conform to local codes, ordinances and union authorities ill. MATERIALS S. Field splices between the automatic controller and electrical control valves will have Jurisdiction. 2. The Contractor snail not willfullyy�install the irrigation system as shown on the drawings not be allowed without prior approval of Owner and/or City. o ��NDSCgpF when it is obvious in the field that unknown obetructtom, oracle differences, or A. General: Use only new materials of brands and types noted on drawings, K Remote Control Valves � ►� �� o �,pc dTscrepancioo in area dimensions exist that may not have-bow considered in specified herein,only approved equals. 6. All splices "IT be made with Scotch-Lok No3516 Connector Sealing Packs, y engineering. Such obstruction of difference should be brought to the attention of Pen-Tits wire connector or approved equal. Use one connector eeartng pack install where shown on the drawinge and details. When n o gruped together allow at the Owner r Landscape Architect as soon as possible. in tFa event this notification S. PVC Pressure Main Line Pipe and Fittings for each splice. least 12' between va Ives. Insta 11'each remote control �7b IVb in a separate va eve box. w 16 not performed the Irrigation Contractor shall assume full responsibility for any n revision noceebary. 1. Solvent welded two pr eesurs main line piping for sizes 2' and larger K Automatic Controller L. Flushing Of System Sig t r II. SUBMITTALS: Shall be PVC Clare 315. The automatic controller &hail have the minimum number of stations as indicated on the 1. After all new opprtnkier pipe lines and risers are in place and connected, all R 2 w i to A. Material List 2. Pippe snail be made from NSF approved type i, Grade 1 PVC compound drawl s and shall be completelyy automatic to operation. It shall electronically start necessaryy divbrGton work has been completed, anZ� prior to installation of �c conforminngq to ASTM resin spa 1 1cation D-1184. All pipe must meet the epr nkler cycle and electroni"call time the individual stations. Controller and oprinkler head&, the control valves shall be opened and a full head of water r uireme-its as set forth in Federal ecification P5 72-10, with an valve shall be as stated in the irrigation legend. used to flush out the system. 1. The Contractor shall furnteh the articles, equi Mont, materials or processes specified afro Tate standard dimension (S.D F 6 by mains in the drawings and notes. NO subs Ttution will be allowed without the written PP Imo" , solvent-weld pipe. of �A��F a royal b OwnerLandaca a Architect. L. Outdoor Automatic Controller Enclosure 2. Sprinkler heads shall be installed only after flushingg of the system has been pp y p 3. Pressure main line pippingq for sizes 1-1/2 and smaller shall be PVC accomplished to the complete oattaf3lctfon of the-Owner. 2. Equipment or materials installed or furnished without prior approval of the Over or schedule 40 with solver-weldedjoints. i. All automatic sprinkler controllers installed outside of a building "It be wail- LahTscmape Architect may be rejected and the Contractor Fdufred to remove such 4. Pipe shall be made from NSF approved Tyyppe i Grade I PVC compound mounted within a vandal resistant automatic controller enclosure. M. sprinkler Heads DINAH SHORE materials from the site a hie own expense. conforming to ASTM resin specification 1185. �,II ppi a must most 2. The outdoor controller enclosure shall be as specified in the drawings. Enclosures i. install the sprinkler heads as designated on the drawingq&. Sprinkler heads to be requiremo�to set forth in Federal Specification P542-10. (Solvent-weld shall be equipped with an on/off switch for 120-volt power supply to controller. installed shall be equivalent in all-reopects to those it3mized on plane and in 3. Manufacturer's warranties shall not relieve the Contractor of his IIabfiit9 under the pipe). details. BUSINESS PARK guarantee. Such warranties shall only supplement the guaranteed M. Control Valve Boxes S. PVC solvent-weld fittinngqs� orals be Schedule 40 1-2, II-I NSF approved 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no S. Record and Ae-Built Drawings conforming to most ASTM toot procedure D-24�6 as manufactuFad by 1. Use 9' X 24' round box for all ball Valves, Brooke fora roved equal), with case ormli the spacing exceed the maximum recommended by the manufacturer. PHASE 2 Pura Industries. tan bolt-down cover. pp 1. The Contractor shall provide and keep up-to-date complete ae-built drawin a N. Field Quality Control indicating location, otzoe, and Wndo oP equipment installed. Prints fo this par ore 6. Solvent cement and primer for PVC solvent-weld ips and fittings shall 2• Use 9 1/2' X i6' X 11' rectan ular box with tan bolt-down cover for all electrical may be obtained from the Landscape Architect at coat. This set of drawingfshall be of type and installation method prescribed bc„pthe manufacturer. control valves, qq 1. Adjustment of the system t on the site and shall be used only as a record set. As-built drawings shall Carson indu�trtee 1416-128 or approved equal. y PALM LM DESERT be prepared by the Contractor. 1. All PVC pipe must bear the following markings: a. The Contractor shall flush and adjust all sprinkler heads for optimum ES a. Manufacturer's name IV. INSTALLATION PROCEDURES perfdoirmaance and to prevent possible overepray onto walks, rooadwayo, and 2. These drawlncts shall also serve as work pro rseo sheets and the Contractor shall boil g f"* A RNIA make neat and I ible notation thereon dot as the work ocaede, showingthe work b. Nominal pipe size. A. Site Conditions b. If it t* determined that a udtments to the Irrigation of ant will Guide so It 1s actually Innotallecl, These drawinngqo oM I be avallable at all times for 7600W P P d j g eq pm pr and shall be kept to a location designated by the Owner or Landscape Architect. i. Exercise extreme care in excavating and works near existing utilities. Contractor properand more adequate coverage, the C-dWactor shall make such c. Schedule or Class. shall be responsible for damages t utilities which are causedby his operatlons, ad tmonts for to planting. Adju3tments may also include changes in nozzle 3. Sefors the date of the final observation, the Contractor shall transfer all information d. Pressure rats to P.S.I. or Iect. Check oxT&tt utMty drawings for existing utflitu locations. Call sizes and ddross of arc ae required. from the ae-built prints to an ozalid septa mytar, procured from the Landscape Uncl round Service Ater 48 hears prior to digging - (WO) 422-4133. C. Lower! raised sprinkler heads the Contractor shall be accomplished TENTATIVE PARCEL Architect. All work shalt be neat, in ink and Gub�ject to approval of the Owner. e, NSF (Nations! Sanitation Foundation) approval. nnqq � � p pp 2. Coordinate installation of the sprinkler Irrigation materials, including pipe so within 10•days aft notification Owner. 4. The Contractor shall dimension from two permanent points Of reference, buildingq f. Date of Extrusion. there shall be NO interference With the utilities or other conetructsan 4 difficulty MAP NO. 32930 corners, sidewalks or road intersections, etc., the location of the following itNes in planting trees, shrubs and ground covers. d. All spprrinkler heads shell be set perpendicular to finished grades unless U.PZ. Shield Logo (iAPMO roval� otherwise designated on the pions. PARCEL 2 a. Connection to existing water tines and meters, g• g 'gyp 3. the Contractor shell careful) check all oracles to setts himself, that Fxs may safety i g 2. Tests of Irrigation system S. All firrin o shall bear the Manufacturer's name or trademard�, material proceed before starting wo on the a inkier irrtgatf system. +�9 9 y b. Connection to existing electrical power. designation, size, applicable I.P.S. schedule and NSF seal of approval. a. The Contractor shall request the presence of the Owner at least 48 hours a Gate Valves. B. C. PVC Non•Preeeura Lateral Line Piping 1. inkier Irrigation s tam &hail be connected to water o i points of connection �" q � W�p y � b. test all pressure lines under drostatic pressure of 150 lbs. per square inch d. 11uti d of sprinklerpressure lines (dimension max. 1. Non-pressure buried lateral line piping shalt be PVC Class 200 with as indicated on the drawings. and prone waterti�q�,,. Teattn� of prsosuhe main lines shall occur prior to eat ang routing). Goivent-weld joints. installation of slsc' rtcal contxTol valves. 2. Connections shell be mods at approximate location& as shown on drawingqs. a. Sprinkler control valves. 2. Ptppo emit be made from NSF approved, type I, Grade II PVC compound Contractor To responsible for minor changes caused by actual site condition*. c. All pi f under paved areas shall be tested under hydrostatic pressure of conformtnq to ATEM resin epediftcation 0-1184. All pt o must mkt 150 Ibe P�sr square inch and proved watertight prior to paving. Palm Desert Associates f. Routing of control wiring. requirements bet Forth in Federal Specification PS-t-%0 with an appropriate C. Electrical Supply standard dimension ratio. d. Sustaln pressure to lines for not less than 2 hours. if leaks develop, replace 30398 Esperanza S. Quick coupling Valves. 1. Electrical connections for automatic controller shall be made to electrical points Joints and repeat test until entire system to proved Watertight. 3. Except as noted in paragraphs 1 and 2 and part B of this section, all of connection as indicated on the drawings. Rancho Santa Margarita h Other related equipment as directed by Owner. requirements for non- errors lateral line pipe and fittings shall be the same e. All rostatic tests shalt be made onl in thepr presence of the Owner or his as or solvent-weld reasons main line t a and fittings e e set forth to 2. Connections shall be made at approximate locations as shown on drawinngqs. Au ized Representative. No pipe yy pr California 92688 pipe g Contractor is responsible for minor changes caused b actual site conditfono. p &'hall be badcfillsd until it has been 5. On or before the date of the final approval, the Contractor shall deliver one set of part B of thin dectf p n9 y inspected, tooted and approved. 949.635. 1970 septa m tars of 'ao-built' plane to the Owner. Delivery of the espias will not relieve 4. Non_ eoeure lateral line plot installed on elope surface shall be UVR-PVC D. Tr'erxhf J F. Contractor shall furnish nocsosar force um and all other toot equipment. thbt ted inns t fom the pr the araeibiiity of furnishing required information that may be schedpuio ,�0• Pipe &hail hd� P9G 1120, Type I, G+'ads I manufactured in y pump accordance with ASTM debt tton D-111K Pipe ohafl be manufactured by 1. DtT�tranchea etrato and pipe continuouslyy on bottom of trench. Lay C. Controller Charts Brownlfno Pipe Company or ?qual. pdr� - to an even de. Tr ing skoavation 6MIrfollow layout indicated oil g. When the sprinkler irri atf�tem is I�leted perform a swings and asd. MOM--- qqe teat in the r of the��� or or �s Authorized 1. 'Ao-built' drawings &hail be prepared by the Contractor and drawings shall be 5. Fittings shall be IIVR-PVC 1120 Type I Grade I manufactured In accordance ss8ntative to ins if the water coveraos for planting approved b tRe Owner batforr the controller charts are prepared. with ASTM deoi nation D-2246 Fittings &hail be Sch. 40, and manufactured 2. Provide a minimum of 24 of cover for all pressure supply linos 3 and 4 in size. areas is couplets and adequate. Furnish all matwThle 9" 1 fohm �AT� y p by Brownline Pipe Company or equal. all work r aired to correct a inadequacies of codue to 2. Provide one controller chart for each controller supplied. 3. Provide for a minimum of 24' of cover for all pressures supply lines 2-1/2' and dsvfatione om plan, or wherene�yy systemhas bean wtalled p 6. Solvent cement shell be ownline d-Title Cement or actual, conforms &mailer• as indicate on the drawing* then it: to obviousl ina , without SPECFICATK)VS 3. The chart shall show the area controlled b the automatic controller and shall be the to the reoqquirements of ASTM desiogna�nation D-2564. A p aAi approved bring this to the attention of the Owner. Thfe tees maximum size which the controller door will allow. primer prior to the application of'-Brownline Bond-Title 5oivor'tt Cement 4. Provide for a minimum cover of 12' for all non-prosours lines, accamm�tehed before any ground cover is planted. When Joining UVR-PVC pipe and fitting connections. 5. Provide for a minimum cover of 18' for all wiring. h Upon completion of each wee of work the entire eyetsm shall be 4. the dart to to be a reduced drawl of the actual 'as-built' system. However, in the 1. Riser adapters shall be of UVR-PVC material with cod0 screws and shall tested avid adjusted to sleet site roqufremsnts. avant the controller sequence is norlegible when the drawing is reduced, it shall be be Srownllne No. SHR-550, SRA-500, or SPA-100, or i. E. dadcfflling enlarged to a size that Will be readable when reduced. O. Field Observation Schedule 5. The chart shall be a blacktine or bluetine ozalid print and a different color shall be D. 15rasa Pipe Fittings 1. the trenched shell not be backfTlled until all required table are formed. pr p g Trenches shall be carefully backfiiled with the excavated matey ale approved for 1. Contractor shall be reoponetble for notifying Owner in advance for the used to indicate the area of coverage for oahc station. 1. Where indicated on the drawingg&�, use red brass screwed pipe conforming baddillinq, consisting of 3arth, loam, sandy clay nand or other approved materials following field ovssrvatione according to the time indicated: 6. When con feted and approved, the chart shall be hermetical! sealed between two to Federal Specification No. WDJ-P-351. p p g free from, arga clod& of earth or stones.�eol�f111 shall be mochdnYcaliy compacted feces o�plastic, each' taco being a minimum of 5 mil thick. y in Iandecapea areas to a dry dsnsit equal to adjacent undisturbed Soil trl a. Pro-job conforence - 2 days prior notice p p p 2. FTtti a &hail be red brass conforming to Federal Specification planting areas. 15adkfill will d =rm o adjacent grades without dips, sunken areas, 1. These charts &hail be completed and approved prior to final field observation of No. �_P_460, g � humps or other surface irregularities. b. Pressure supply line installation and testing - 2 days prior notice the irrigation eyotem. E. Co Copper Pipe Fittt s 2. A fine granular material baccfTli will be tnittally_placed on all lines. No foreign c. Coverage tests - 2 days prior notice � � n9 matter anger than i/2 in &izs will be permttt in the initial badcfTll. D. Operation and Maintenance Manuals 1. er pipe orals be a 'K', hard tompBred ASTM S88 and ftttin f shall d. Final field observation - 2 days prior notice be wro�u"gns polder Jotntyps in accord�lnce with ANSi B16Z2. g 3. Flooding of trenches will be permitted only with approval of Owner and/or City. 1. Prepare and deliver to the Owner within ton calendar da prior to completion of went a to T valves, 1 P_ Maintenance construction, two hard cover binders with three rings conlafning the following 2. Joints shall be soldered with silver *older, 4. if bottling occurs and subsea cUustmen n pf e, a es, sprinkler heads, information: 45� silver 15� copper ib� zinc, lawn or panting, or other construction are necebear9, the Contractor shall make all 1. The entire sprinkler irriatton system shall be under full operation for a 24% cadmium and solidus at 1,125 F, conforming at ;aAfH B 206 find �e wa l l required a uainente without coat to Owner, y period of days for to dplanting. a. index sheet statingq Contractor's address and telephone number, list of equipmerant Specification QQS 00655. p ye with names and addresses of local manufacturer's representatives. F. Thrust Blocks F. Trenching and SackfTll Under Paving 2. The Owner reserves the right to waive or shorten the operation period. b. Catalog and parts sheets of every typs of material and equipment installed. 1. Thrust blocks for rt -tits pip a shalt be of size and type required b the 1. Trenches located under areas where pavingq, asphaltic concrete, or concrete will 3. Landscape irriggation aystem shall be fully maintained by the Contractor nnqg 9 r y be installed shall be badkfilled with band a lager 6' below the pt and 3' for a pwfod 3f 90 d&iys prior to final � tents b the Owner. This c, Guarantee statement. manufacturer a tnetall2ition u de above the Pipe) and compacted to squat theycompactton of the existing period may be extenddd 1f the maintona ovieiors are not met. 2. Form thrust blocks in ouch a manner to prevent an concrete from comtn�g to adjacent undisturbed soil and shall be loft to a firm unysoldinqq condition. All d. Complete operating and maintenance instruction on all major equipment. contact with the pipe. Thrust bloats shell be bstTueen solid foil and Ins trenches shall be left flush with the adjoining grade. 'the Sprinkler Irrigation Q. Clean - up fttti p p Contractor *halt set in place, cap and proeeur toot all piping under paving prior 2. In addition to the above mentioned maintenance manuals, provide the appropriate fitting. to the paving work Clean-up shall be made as each portion of work progresses. Refuee and maintenance personnel with lnetructions for major equipmat. excess dirt shalt be removed frdm the site, all wdiks�nd pavinngq "it be G. Quick Coupling Valves 2. C•�aneraliy` ptptng under existing waNcs to done � Jade , borinngq or draulic broomed or washed down, a damage sustained on the Mork o9 other E. Equipment to be Furnished i. Quick co l(nnqq valves shall have a one or two iece sod deer for drivinngq t�hera arty cutting or b�eaking of sidewa`A and coni0sta� noceeoary, trades shall be repaired toi5riginaf eondittons. works ese7ro of 150 PS.I. operable with uick coupler or swivel it shalrbe done and replaced b the Contractor as part of the contract cost. 1. 1 the appropriate maintenance ereonnel with the following t p q Permioston to cut or break sidew�tkG and/or concretes shall be obtained from S. Final Field Observation Prior to Acceptance Sappy ppropr an p fot o ng tools: 2. Quick coupling Valves shall be detail. the Owner' and/or City. No hydraulic driving will be permitted under concrete a. Two sate of special tools required for removing, disassembling and adjusting paving or A.C. pavfrQ. i. The Contractor &hall operate each a tam in its entire! for the Owner eq up ng per each type of sprinkler and Valve supplied. J W. Backfiow Prevention Untie or Authorized Reprdsontative at !tine of final field less lion. q� Items PP0514 3. Provide a minimum cover of 36 between the to of the pipe and the bottom of deemed not acceptablesha II be reworked to the com Isle eatfefabtfon b. two a for each automatic controller. the aggqregato base for all pressure and non pressure aping installed under of the Owner. J 1. Wye Strainers or baWlow prevention units shall have a bronzed screwed asphd c concrete paving. All olseves under paving "it ba Schedule 40 PVC. ® 2004 Architects Oran e c. One quick ler and matching hose swivel for ever five (5) quick coupling body for sizes 2' and smaller and 125 lb. cast from flanged body for sizes 2. The Contractor shall show evidence that the Owner has received all 9 q y q n9 2 1/2 and lay er. All w a strainers shall have a minimum 40-mesh monel G, Assemblies accessories, charts, record drawings and equipment as required These plans are copyright protected. Under Valves installed. yy such protection unauthorized use is not permitted. screen and II be dtiriliar to Hayward No. 12 or approved equal. before final field observation can OCGW. These plans shall not be reproduced or used 2. The above mentioned equipment ehali be turned over to the Owner at the conclusion of 1. Routing of sprinkler irrigation lines as indicated on the drawings to diagrammatic. without written permission by Architects Orange. the project before finl site observation can Occur. Install knee (and various assemblies) in such a manner as to cone with the 3. End of maintenance shall occur only on the written acceptance by p J details per plane. the Ownw. F. Handling of PVC Pipe Fittings 2. Install NO multiple assemblies on plastic lines. Provide each assembly with its own D A T E The Contractor Tb cautioned to exercise care in handling, loadsnd, unloading and otorfn outlet. XX pkn pack of PVC fittings. All PVC pipe shell Its flat so as not to subject-It to undu-6 bending 00 eoncentrat exterewl toad at any point. Any section of pipe that has been den�ted"or XX aw set dams ed will be discarded and, Tf installed, bhatl be repiaded with new piping. Pipe and DECEIVED fittin�e shall not be stored in direct sunlight. X p G. Guarantee A4143 ftjwt OCT 10 2000 i. The guarantee for the sprinkler irrigation system shalt be made in accordance with the &=Wg M" attached form. u' 9-27-06 pet p,* 2. A copy of the guarantee form shall be included in the operations and maintenance - 0 - manuA 1. 3. The guarantee form shall be retyped onto the Contractor's letterhead and must contain A 9 yp Q A 0 0 0 These plans have been reviewed* by the Coachella Valley Water District in S H E E T accordance with Water Code Title 7, Division 1 , Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining on encroachment permit from CVWD. Date Water Management Supervisor L212 Development Services Supervisor doo doo O o WTT � O .L C If materials can be cross ripped into soils to a minimum depth of 6",then the same materials shall be applied at the following rates per 1,000 square feet of planted area and watered in thoroughly such that soils are wet to a minimum depth of 12"at least once WATER AND LANDSCAPE CONSULTANTS prior to planting. o 0 GRO POWER GRO POWER - EXISTING METHOD 5-3-1 12-8-8 SULFUR BUILDING ( A R C H 1 T E C T S o O R A N G E November 20,2005 Cross Rip 350 lbs 20 lbs 20 lbs 144 North Orange street•Orange,Califomla 92866.714 639.9860 If materials are applied through hydroseeding pros,then the same materials o shall be added directly into the hydroseed slurry and applied at the following rates per 1,000 square feet to non-prepared soil. (Note:If hydroseed is applied to soils that have Mr. Dale Hadfield already been prepared with the additives noted under Broadcast or Cross Rip methods, ©o t�R. DALE Dale Hadfield and Associates Gro-Power 14-4-9 shall be added to the hydroseed slurry at the rate of 7 pounds per 1,000 1 27601 Forbes Road square feet of prepared soil surface and the following hydroseed material applications x x 1L11AR1,Ft1EL® Suite 50 would not apply in addition to the 14-4-9) x Laguna Niguel,CA 92677 GRO POWER GRO POWER ° LANDSCAPE X + METHOD 5-3-1 12-8-8 SULFUR OLTI. ARCHII. TECT A RE: SEVERSON INDUSTRIAL/DINAR SHORE BUSINESS PARK, PALM DESERT, x + x 27601 FORBES ROAD SUITE 50 CA SOIL ANALYSIS AND RECOMMENDATIONS Hydroseed 35 lbs 2 lbs 0.5 lbs EXISTING ' LAGUNA NIGUEL, CALIFORNIA 92677 X x x v PHASE 1 (949) 367-9275 - FAX (949) 367-9321 Again,it is important that all broadcast or cross ripped soil additives be BUILDING x x Mr. Hadfield, thoroughly watered into soils after application and prior to planting. Hydroseeded materials shall be applied only to thoroughly moistened soils. x x BLDG. Md v This report.is written regarding the soil sample that was sent to our firm from the ` • +° A �>ND S C�pFq� Severson Industrial/Dinah Shore Business Park project in Pahm Desert, CA. The sample ' was sent to A&L Western Agricultural Laboratories for horticultural suitability testing. It INSTALLATION MAINTENANCE FERTILIZATION c B 8 O c was apparent that the soil itself had a texture of silty sand,much as would be found in a rn blow-sand location. The results of the laboratory analysis are attached to this report. In all areas,45 days after commencement of installation maintenance,Gro Power ; a L / Based on physical review of the soil sample and the laboratory analysis,the following 5-3-1 shall be general broadcast over all planting areas at the rate of 25 lbs./1,000 square PHA E 11c Signatu soil and planting recommendations are provided. It must be pointed out that WLC has feet. All materials shall be thoroughly irrigated into soils immediately after application, v 2 8 not visited the site so our recommendations are based solely on the sample and the lab BLDG. 1 1 2 results. If the installation maintenance period is 90 days in duration,then Gro Power Slo Release 12-8-8 in the 4 to 6 month release formulation shall be broadcast over all 0 SOIL PREPARATION AND PLANTING RECOMMENDATIONS planting areas at the rate of 15 lbs./1,000 square feet between day 80 and day 85. This 0 ( OF CALIF application would be in addition to the day 45 application. All materials shall be irrigated _ Backfill soil shall be 100%native site soil that has been cleared of all debris and thoroughly into soils immediately after application. •+ v rocks and broken up and made friable. The following additives shall be blended DI NAH SHORE thoroughly into backfill soil at the time of planting and all plants shall be thoroughly If the installation maintenance period is 120 days in duration,then Gro Power • • watered in immediately upon completion of installation. 5-3-1 shall be general broadcast over all planting areas at the rate of 25 lbs./1,000 square O 00 O feet between day 85 and day 90,in addition to the day 45 application. All materials shall c O BUSINESS PARK Gro-Power products are supplied in 50 pound bags,not bulk. The installing be irrigated thoroughly into soils immediately after application. In addition,Gro Power ° 0 0 contractor shall be required to submit empty bags upon!completion of work to confirm Slo Release 12-8-8 in the 4 to 6 month release formulation shall be general broadcast ° 0 O G PHASE 2 c c ° c v O A O _ ` c 24M ESTACIA AVENUE•LAGUNA NIGUEL• CA 92677-2213 (949)495-5819• (800)44&1734•FAX(949)49545M w%,w.waterandlandscapeconsultants.com �, G „VV PALM DESERT to A ° CAL I FORNIA application. The Gro Power 5-3-1 formulation material shall contain live micorrhizae over all planting areas at the rate of 15 lbs./1,000 square feet between day 110 and 115. b O ' - TENTATIVE PARCEL and can be used with or without the soil penetrant and the Gro Power 12-8-8 formulation Again all materials shall be irrigated thoroughly into soils immediately after application. EXISTING A ( MAP NO. 32930 material shall be used in the 4 to 6 month release form If either the shorter or the longer BUILDING ' release 12-8-8 formulation is desired,please contact us for appropriate recommendations PARCEL 2 for use of same. The sulfur shall be applied in the flour of sulfur finely ground form ONGOING MAINTENANCE FERTILIZATION o Again, it is important that all material be incorporated into the soil to protect them Gro Power 5-3-1 shall be general broadcast over all planting areas at the rate of ` . �►�' from sunlight and all materials shall be watered in thoroughly at least once just prior to 25 lbs./1,000 square feet up to two times per year,depending on level of quality of commencement of planting and/or hydroseeding in order to stimulate release of nutrients maintenance required. It is recommended that applications to trees and shrubs be limited 0 O c c ago- I and activation of micorrhizae. to spring and possible fall application only. Turf especially coot season grasses,may A c ' require an additional two applications,over and above the two applications just noted, °•O 15 CONTAINER GRO POWER GRO POWER spaced evenly during summer. A B SIZE 5-3-1 12-8-8 SULFUR 15 O ° Palm Desert Associates Liner I tbsp V. tbsp Please feel free to contact us if you have any questions or if you require © A I 30398 Es eranza 1 gal cup 2 tbsp 1 tbsp clarification of any information provided. I 5 gal cup 3 tbsp, 2 t Rancho Santa Margarita UP o o A " California 92688 15 gal 1 % cup '/< cup '/. cup 24" box 3 cups 12 cup %2 cup C c 30" box 3 12 cups 3/ cup 3/. cup Respe hly, c 949.635. 1970 36" box 4 cups 1 cup 1 cup ® 0 �- 42" box 4 '/ cups 1 % cups 1 cup 48" box 5 cups 2 cups 1 '/. cups, , RaruiallIsma DRI _ 54„ box 6 cups 2 cups 1 /� cups y 60" box 6 '% cups 3 cups I % cups Horticulturist KAWNG PLAN 72" box 9 cups 4 cups 2 cups HORE __------ cups cups 5 cups 2 /, » box 1 t /Z, , RUgp 84 S If backfill soil is mass blended,then the same materials shall be added at the encs following rates per cubic yard of sail. In addition to the following materials, oit4AH PLArtTM LEGEND: NOTES: GRO POWER GRO POWER i „ METHOD 5-3-1 12-8-8 SULFUR SYMBOL BOTANICAL NAME COf"MM NAME SIZE 812E GITY. WATER USE PLANT FACTOR CONTRACTOR TO VERIFY ALL UTILITIES AND EXIBTNG CONDITtONB IN FIELD PRIOR TO Mass Blend 10 lbs 2 lbs % lb T'1QEE8 CONSTRUCTION. 2. ALL PLANTING AND IRRIGATION TO COMPLY WITH THE CITY OF PALM DESERT LANDSCAPE For general broadcast of materials on the surface of soils,the same materials shall • GUIDELINES. be applied to the soils at the following rates per 1,000 square feet of planted area and ACACIA STENOPMYLLA 8HOESTRNG ,ACACIA 24 BOX 81NGLE TRLIW 5 LOIWMOD 0.20 thoroughly watered in such that soils are wet to a minimum depth of$"prior to plant LOW BRAPICHNG 3. ALL SPACNGB SHOWN, ARE PER THE CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDE. installation. 4. QLIAINTITIES INDICATED ARE FOR OWNER AND CITY USE ONLY. IT IS THE RESPONSIBILITY OF THE + ,d►G,4C1A WILLARDtANA PALO BLANCO 24' BOX 81NGLE TR1dhYC it LOUJ/MOD 020 CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. QAANTITiE6 SHOWN ABOVE ARE FOR THE GRO POWER GRO POWER ENTIRE PROJECT SITE. METHOD 5-3-1 12-8-8 SULFUR 1wA1WJN80N1A FLORIDA BLUE_PALO VO4pe 36• cox MUL Ri,�TI-Tc b LOW mzm 5. ALL Ti�EE6 TO WAVE-A" LOWER BRANCHES MTACT (NOT TO BE PIE SE D). E CITY Broadcast 35 lbs 2 lbs 1 lb MANTENANC.E GUIDE FOR INFORMATION. O ALBERCsIA 618600 6166001 24' BOX SINGLE TR1r W 10 MOD. 0,r, O G 1,41. P�.A�IT I NO J: 1. NO TREE SHALL BE LOCATED WITTING CVWD EAGEMENT8 OR RIGHT-OF-WAYS. • LAGERSTROEMIA X FAUREII JAPANESE CRAPE MYRTLE 24' BOX SINGLE TRW 4 LC> MUM. 0.20 2. NO TREE PLAJ�ITMG WITHIN 10' OF CVWD WATER OR SEWER LINES. A & L 'WESTERN AGRICULTURAL LABORATORIES MODESTO OFFICE PISTACIA CMINENSIS, C 414M PIOTAC14E 24' BOX SINGLE TR IW 2 MOD. 0" 1311 WOODLAND AVENUE,SUITE . MODESTO,CA 95351 • (209)529.4080 FAX(209)529-4736 REPORT NUMBER: PORTLAND OFFICE 05 i 14 0 3 1 10220 S.W.NIMBUS AVE.,BLDG K-9 • PORTLA,ND,OR 97223 • (503)968-9225 FAX(503)598.7702 �^ 5, C1 i e rrt No: 14-45_C'•• VINE GROWER: ' PP0514 SEND i-ADF I ELD V MAC:FAtDYENA UNGUIS-CATI CAT* CLAW VINE 5 GAL. SPLAY ON WALL 1 LOW 020 TO. F'tAI+xDA L t MAY SUBMITTED�240 p 2004 Architects Orange 02' �TACI-� SIV: ' €�A�1DALL LAt LIMA, NIGUEL, CA 92677- These plans are copyright protected. Under / G�ROU�DCOVEUeS such protection unauthorized use is not permitted. These plans shall not be reproduced or used SOIL ANALYSIS REPORT ® AGAVE DESMETTIANA A"VE 5 GAL.. AS SHOWN 12 LOW 0.20 without written permission by Architects Orange. DATE OF REPORT 1 1/14r/2 0 0 5 PAGE I (SEE EXPLANATION ON BACK) YSeNM�rA. 5 r ` ` XX Pl'a► Mock AMBROSIA DUM06A W rm DURSAGE 5 GAL. AS SHOWN 16 LOW 0.20 D A T E 55364 t :► 9 L L 8 7M 6 60 � V 7 8.9 0.0T 6.1 I.64 6.9 f_s 6. _; . : BOUGAINVILLEA 'LA JOLLA' BOUGANVILLEA 5 GAL. AS SHOWN 36 MOD. 0" XX Bid set CAESALPNIA PULCHERRIMA MM BIRD OF PARADISE 5 GAL. AS SHOWN 12 MOD. 050 XX P&M* RECEIVED © C 4RYSACTNIA MEXICANA DAMIANITA 5 GAL.. AS SHOWN 68 LOW 0.20 A4143 project OCT 1 0 2ow Browkv Name 0 DA,LEA GREGGit TRAILINrs INDIGO BUSH 5 GAL. AS SHOWN 41 LOW 020 9-27- 6 mot Dote FOUQUIERIA SPLENDENS OCOTILLO 6-1 CANES, AS SHOWN 9 LOW 0.20 - A - � 8 MIN. TA LL Q f #r H cc P' Er r,H IA YUCCA 5 GAL. A►8 SHOWN 56 LOW 0.20 O MESPERALOE P,4RVIFOL ReD NORTH 0 LEUCOPMYLLUM FRLITESCENS T'RXAb RANGER 5 GAL. AS SHOWN 9 LOW 020 'I 2VL. I6!A 0.5VL 1VL 91_ 0 5L. 0,2VL. !_ 0,2VL MUMLENBEF IA RIGENS DM GRASS I GAL. 3'-0' oz. 1'1 LOW 0.20 0 Q SALVIA GREGGII RED SAGE 5 GAL. AS 6HOWN1 16 LOW 0.20 0 This report applies only to the sample(s)tested.samples are retained a 0 20 40 60 maximum of thirty days after testing. A a L WESMN AGA AL LA009ATOR(ES ORGANIC LANDSCAPE MATERIALd S H E E T BY MIKE, E .) LANDSCAPE BOULDERS. MIN. 24' DIA, MAX. 48' DIAw COLOR: 'MOJAVE GOLD'. INSTALL ,.- c ` PER DETAIL SHEET L4.1 AND PLR SCHEDULE BELOW - SIZE NOTED ON PLANS`CODE TO RATING VERY LDW(YL),LDW(L1.MEDNlASfAI),HIGH iH),VERY (OH), {N). '"` MULTIPLY THE RESULTS IN ppm BY CDNVERT TO CaS.PER P90, w ENR-ESTIMATED NITROGEN RELEASE ^"'MUtTIPLYTHE RESULTS IN Pin BY 2.4 TO CONVERT TO LOS.PER ACRE r O These plans have been reviewed* by the Coachella Valley Water District in ' MULTIPLY'HE RESULTS WppneY2T0 CONYERTTO lB5.PER ACRE OF THE ELEMENTAL FORM MOST SDILS WEIGH TWO f2)MILLION POUNDS(DRY WEIGHT)FOR AN ACRE OF$OIL6213 INCHES DEEP accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, BOULDER 'A' - 24' X 24' X 24' SIZE Section 65597 et seq. requiring efficient landscape and irrigation design in BOULDER '15' - 36' X 36, X 36' SIZE cooperation with the local governing agency (City or County). BOULDER 'C' - 48' X 48' X 48' 612E *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in ncr ROCK AREAS - INSTALL ROCK 4'-6' SIZE. COLOR: 'MOJAVE GOLD' TO MATC 4 BOULDERS. encroachment and USSR easements or right-of-way without first obtaining an encroachment permit from CVWD. NO DECOMPOSED GRANITE 3/8' ♦ 1104 FINES - COLOR: "MOJAVE GOLD'. DECOMPOSED GRANITE Date Sl'h1t3Ol TO BE WETTED, ROLLED, AND C IMPAGT'ED TO A 2' MIN. LAYER N ALL PLANNTNG AREAS. Water Management Supervisor , ALL OF THE ABOVE BOULDERS,DOCK AND DECOMPOSED GRANITE AVAILABLE FROM KRC Development Services Supervisor i ROCK, SAN MARC06, CA. WWAICT PERSON: RANDY JURGENSEN AT (160) 144-1036 EXT 214. i I I PLANTING SPECIFICATIONS _ PART 1 - GENERAL Native, On-Site Soil with rock no greater than 3" in diameter 5.04 Installation: Gro Power Plus, 5-3-1 ® 15 lbs/cy "' 1.01 Scope of Work: Iron Sulfate 0 2 Ibe/cy Plant trees and shrubs in moist soil and space as indicated on Contractor shall provide all materials, labor and equipment plans. p (To be used for bidding purposes only, verify with Agronomic incidental to and necessary for completing all work, as indicated Soils Test.) Each plant shall be planted with its proportionate amount of soil ail yij/� on the drawings, as reasonably implied, or as delineated in the so as to minimize root disturbance. Soil moisture shall be such - Specifications as follows. After backfitling, construct a 3" earthen berm to form watering that soil does not crumble when removing plants from container. �a'd basin around each plant, to allow thorough water-in and Water plant in hole prior to backfill, add soil and add water until I O GROUND COVER/SHRUB establishment. plant is "planted" to appropriate grade. LOCATION TYPICAL 1.02 Standards: A R C H ( T E C T S PART 3 - SOIL PREPARATION AND FINISH GRADING Regrade planter areas after planting, to restore smooth finish Q FINAL GRADE (PRIOR TO DG). O R A N G E All work and materials shall comply with governing codes, safety grade and to insure proper surface drainage. Water 5 1 orders, standards, and regulations, and meet the minimum 3.01 Scope of Work: immediately. © ,aareoro,Orange sveet•Orange,ceirromaszass•r,asaessso requirements of the Standard Specifications For Public Works NATIVE SITE SOIL 5ACKFILL of Construction (Green Book) latest edition. A. Provide all materials and equipment, and perform all work 5.05 Protection: $ necessary for and incidental to the soil preparation and 1 1.03 Quality Assurance: finish grading of all planting and lawn areas as shown on / / / ® UNDISTURBED NATIVE SOIL 3 plans, as reasonably implied, or as delineated in the Erect temporary fencing or barriers to protect planted areas from , A. All Contractors performing Site Development work, must be specifications. damage prior to final acceptance. O 2' MIN. LAYER OF DECOMPOSED R. DALE licensed in accordance with the laws of the State of = _ a California. GRANITE (AFTER COMPACTION) B. Furnishing, placement and grading, of topsoil for backfilling III III �-�1ADFIEL PART 6 - WEED ABATEMENT -� of planters if required. B. Contractor shall provide the Landscape Architect and the City 6.01 Scope of Work: T ® 3,0' FROM HARDSCAPE EDGES -III I 1 with a list of Subcontractors and Material Suppliers expected C. Cleaning and finish grading of planters areas and planting = �O� L A H D 5 C A P E to be employed during the course of construction. areas. 5 I I u A R C H t r E C T Provide all material, equipment, and labor necessary to perform all C. Contractor shall obtain and keep in force Public Liability and 3.02 Soil Amendments: work as indicated on plans, as reasonably implied, and as SECTION ¢ "III _ - - - _ I 27601 FORBES ROAD SUITE 50 Property Damage Insurance, during entire course of the delineated in the specifications. I (9 9)N 6 NIGU 5L• FAX- CALIFORNIA 92677 7-9321 Construction Contract. The amount of insurance shall be All soil amendments shall be as specified in the Agronomic determined by City. Suitability/Fertility soils report furnished by the Contractor. 6.02 Quality Assurance: A. The Applicator of all weed control materials shall be licensed NOTES: D. Prior to start of site development work, the Contractor shall 3.03 Soil Preparation: notify the Landscape Architect and City to give starting and P by the State of California as a QAC or a QAL. • PLANT MIN. 316' FROM HARDSCAPE ANDSCq,o completion dates. Contractor shall also supply the Landscape All work on irrigation system shall be complete and inspected for 6.03 Submittal: EDGES. HA pc- F-1 Architect and City with the name and telephone number of the recommended approval and, fine grading completed, prior to \� F person in charge of the work. rototilling and prior to soil amendment work. Prior to the installation of any weed control materials, the � 1.04 Responsibilities and Coordination: Landscape Contractor shall submit to the Landscape Architect • UNTANGLE MATTED ROOTS BY Qj ROOTBALL. NOTES: �, P After rough grades have been established, prepare all lawn and a list of the weed control materials and quantities per acre LOOSENING ALL ROOTS AT EDGE OF Sign re planting areas by tilling or cross ripping to a depth of 12". All Intended for use in controlling the weed types prevalent and ROOTBALL WITI-I WATER FROM NOSE. ( TOP OF ROOT CROWN FLUSH 2/ 8/ A. Permits: The Contractor shall obtain and pay for all permits rock and debris more than 2" in diameter shall be removed from the expected on the site, as supplied by the Pest Control Advisor. KEEP WEEDS AND GROUNDCOVER R a and inspections required by governing authorities for the work site, except for areas that are to be sodded, in which all rock Pest Control Advisor shall furnish the LandscapeContractor and KITH FINAL GRADE to be performed. and debris more than 1" in diameter shall be removed. REFER TO SPECIFICATIONS FOR OUT OF WATERING BASIN. Landscape Architect data to demonstrate the compatibility of the 3 FINAL GRADE. ��q a e B. Existing Conditions: The Contractor shall verify all I weed control materials and methods with the intended planting FERTILIZER REQUIREMENTS AND O TE O� conditions and dimensions shown on the plans at the site prior Appy , spread, and rototil in all soil amendments as recommended and seed varieties present. TYPICAL SHRU5 PLANTING DETAIL. ® 3 X ROOTBALL WIDTH. C C P P to a depth of 6 . Water area thoroughly after rototilling is to commencement of any work under this contract. The complete. Incorporate evenly into the top 4" to 6" the following 6.04 Responsibility and Coordination: ® NATIVE SITE SOIL BACKFILL Contractor shall verify the location and depth of all for each 1,000 square feet of planting area: underground utilities prior to start of work. A. Landscape Contractor is responsible for the erection of all DI NAH SHORE The above soil conditioning are minimal qualities only and should signs and barriers required to prevent intrusion into the ® UNDISTURBED NATIVE SOIL, C. Temporary Utilities: The Contractor shall apply for and pay be used only for bidding purpose, because soil conditions may treated areas and to notify the public. • all cost incurred for all temporary utilities such as water, change drastically from the time these specifications were ® 2 MAX. DEPTH TO FINAL GRADE BUSINESS PARK electrical power and gas as required by him for the developed to the time the actual soil conditioning take place. B. No material or methods shall affect the landscape planting. (PRIOR TO DG) construction of the project. Temporary services shall be Therefore, the Contractor shall obtain his own soils analysis at a material or method shall render the job site unusable for PHASE 2 coordinated with the City and other contractors on the job rate of one for every 5,000 square feet of landscape area. These more than 10 days from date of application. ® TOP OF PAYING, site. soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect. O 2' HIGH WATERING BASIN D. Survey, Reference Points, and Elevations: The Contractor is Refer to plans for soil test information. 6.05 Weed Eradication: responsible for establishing all surveys, reference points and elevations required by him, and shown on plans for proper If in the opinion of the Pest Control Advisor, perennial grosses � GROUND �O V��/CJ. ���� ��'r��� � '�"��� ����'�'"(NG f'1�"�'�� I PALM DESERT execution of site construction. 3.04 Finish Grading: and weeds existing in the planting areas will require control prior PLANTING DETAIL E. Traffic: The Contractor is responsible for all temporary to removal, spray these areas per Peat Control Advisor's CAL I FORNIA Pa P rY After rototilling operations are complete, grade areas to establish recommendations. �,° traffic barriers and detours required by him for the finish grades for planting. All flow lines shall be maintained and construction of the project. All temporary traffic barriers proper tolerances shall be met after settlement at the end of the A. Prior to the installation of the irrigation system remove and and detours shall conform to all conditions required by the project maintenance period. clear all weeds and deleterious materials from planting areas. �' CCd d City or governing authorities. o „fig Finish grading shall leave surface of the ground uniformly smooth Allow herbicide to kill all weeds. Rake or hoe off all dead tl d �'d J TENTATIVE PARCEL 1.05 Defective and Unauthorized Work: and free of abrupt grade change. " " P 9 9 weeds to a depth of 1 - 2 below the surface of the soil. All work which is determined b inspection to be defective in its Physically remove all dead weeds from the site. aj 4- s", MAP NO 32930 Y P 3.05 Coordination:construction or deficient in any of the requirements of the plans PART 7 - LANDSCAPE MAINTENANCE PARCEL 2 and specifications, shall be remedied or removed, and replaced by Weed abatement work shall be coordinated with the installation of ° 3 . , . d y the Contractor at his own expense in a manner acceptable to the the irrigation system rototilling and soil amendment work and 7.01 Scope of Work: ti Landscape Architect. The City will make final inspection for planting. (See Weed Abatement section). �a`b compliance to plans. PART 4 - TREES AND SHRUBS Provide all materials, labor and equipment necessary for, or 1.06 Inspections: incidental to, performing all maintenance requirements as -III III-_ 2 reasonably implied or as delineated in the specifications 1=1 I 11=1 1-1 1 Q--- The Contractor shall arrange for inspections by notifying the 4.01 Scope of Work: including, but not limited to the following: Landscape Architect, City and governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall Provide all material, equipment, and labor necessary to install all Maintain all plants and planted areas. - be as listed for City of Palm Desert, and may include the following: trees and shrubs as shown on plans, as reasonably implied and as Keep planted areas free of weeds and debris. delineated in the specifications. Palm Desert Associates Only the inspections pertaining to the project scope of work will apply, PeC Fertilize all plants and planted areas. I-1 I -_ I 3 � reference City of Palm Desert guidelines. 4.02 Products Irrigation. _I I 1=� I I I-III-III III 1 30398 Esperanza III-i i i- D A. Nomenclature - Plant names indicated on the drawings conform R Margarita 1. Sleeving / Grading " " 9 7.02 General: _- - V a. Sleeve diameter, type, depth and location. the Standard Plant Names established by the American Joint 2 -III III= - PLAN VIEW Rancho Santa Marge a b. Soil surface drainage, elevation and trash (including weeds Committee on Horticulture. Except for names covered therein, Maintenance shall start immediately after landscape irrigation and = 1-1 California 92688 and rubble). the established custom of the nursery is followed. planting. `'J I 1 1 I I , 2. Handscaps / Boulders - Cobble ® III I 949.635. 1970 a. Sidewalk and wall layout B. Condition - Plants shall be typical for variety and species, Maintain all plants and planted areas on a continuous basis as they I I" b. Utilities location sound, healthy, vigorous, free from plant disease, insect are installed during the progress of the work, and continue to _ 1 c. Boulder type, size, weight and placement pests, or their eggs, and shall have healthy, normal root maintain them until final acceptance of total project. Replace any _ 3. Irrigation system rough-in systems, well-filling their container, but not to the point of dead or dying plants as directed by the Landscape Architect and I:- a. Trench depth and location being root bound. Plants shall not be pruned at anytime, and City representative. -� b. Pipe size and class in no case shall trees be topped. (DROOTBALL. NOTES: '-� - PLANT14G c. Pressure test (125 psi for 6 hours) A. Irrigation: Operate irrigation system on an established 4. Plant material (trees and shrubs) C. Trees and shrubs shall be grown at a local American Nursery program to maintain all plants and planted areas in a healthy TOP OF ROOT CROWN FLUSH WITH KEEP WEEDS AND GROUNDCOVER DETAILS a. Condition Association nursery in accordance with good horticulture practices condition. Irrigation system run-off shall be kept to a FINAL GRADE. b. Type and shall be of the size and caliper normally associated with the minimum. Damage to irrigation system resulting from OUT OF WATERING BASIN. • c. Placement container size specified on plans. Remove all tags, labels, nursery maintenance and equipment and/or maintenance personnel, shall Q FINAL GRADE. O) 2 DIA, X 10 LODGEPOLE PINE NOTES: SPEC`ICATIONS 5. Groundcover (decomposed granite) stakes and ties from all plant material after planting. be restored to its original condition at no cost to the City. STAKE (2 REQ'D.). a. Type Failure of any part of the irrigation system shall be brought 3 X ROOT5ALL DIA. • TREE TIES TO BE 'CINCH TIES' OR b. Depth and spacing D. All plant material delivered to the site showing signs of to the attention of the City. No repairs other than emergency O CINCH TIES (2 REQUIRED PER EQUAL. c. Compaction damage or disease or is insufficient in size to carry out the repairs shall be accomplished without written permission from ® NATIVE SITE SOIL 5ACKFILL STAKE). 6. Final intent of the planting plan will not accepted and will be the City. a. Irrigation: replaced at Contractors expense. I'b UNDISTURBED NATIVE SOIL. SEE TREE PLANTING DETAIL 'A'. I. Valves, boxes and wiring B. Weed Control: Keep all planted areas free of weeds and debris ii. Controller operation and schedule E. Sizes of Plants - Shall be as stated on the Plan. Container at intervals not to exceed 10 calendar days. ® 2' MAX. DEPTH TO FINAL GRADE ® TREE TFU%1K. ill. Sprinkler, bubbler and/or emitter type, flow rate and stock (1-gallon, 5-gallon, and 15-gallon) shall have been (PRIOR TO DG) quantity per plant grown in containers for at least one (1) year, but not over The Contractor may elect to remove such concentrations of ® ROOTBALL• iv. Overall operation two (2) years• weeds manually or by an approved herbicide program. v. As built ® TOP OF PAVING, ® 2' NIGH WATERING BASIN. b. Tree Staking F. Substitutions - Substitutions for indicated plant material C. Pest Control: Method shall be reviewed by the City prior c. Overall will not be permitted unless the substitute materials are to any applications. Pest Control shall include Gopher control. I� 2 HIGH WATERING BASIN. Q UNDI$TURMEO NATIVE SOIL. approved in advance by the City, and are made at no additional Exterminate gophers and moles; repair damage. The contractor shall arrange a Preconstruction job conference with cost to the Owner. Except for authorized variations, all - --- -the Landscape Architect a minimum of seven (7) days prior to the substitute plant materials shall conform to the requirements D. Remove trash weekly. Exterminate gophers and moles; repair beginning of work. of these specifications. damage. 1.07 Guaranties: G. Plants Not Approved - Plants not approved are to be removed PART g _ ACCEPTANCE OF PROJECT from site immediately and replaced with suitable plants. The A. Plant Materials: All trees, shrubs, ground cover; bedding City reserves the right to reject plants represented by plants and lawn shall be guaranteed from date of final defected samples. 8.01 General: � ����� PLANTING ������(./ DETAIL ����� � TREE � -STAKING ���I�� DETAIL acceptance of landscape construction for periods as follows: Upon completion of installation, a maintenance period of a minimum of Trees 24" box & larger = 1 year 4.03 Installation: 180 days for all landscaped areas is required prior to final acceptance Trees 15 gal. & smaller = 1 year of the work by the City. The Commencement date for the maintenance Shrubs All sizes = 1 year A. Stake all trees, as per details immediately after plonting to period shall commence upon written approval for all phases of planting - I Ground Cover = 120 days prevent wind damage. Tree stakes shall be lodge pole pine installation by the City Public Works Inspector. Maintenance period Beddin Plant 120 days tree stakes. See tree staking detail on plans for further shall be adequate to verify plant characteristics and establishment. Lawn (gsod) = 120 days information. Once the final inspection is complete by the Landscape Inspector, the Lawn ((seed) = 120 days from first mowing B. Soil Amendments: Certificate of Occupancy will be issued. A Landscape Maintenance 2 agreement shall be generated by the City and signed by the owner. Q Guarantees begin after the project acceptance by City and at Soil amendments shall be as recommended in the Agronomic the end of the 180-day maintenance period. Landscape soils report Contractor shall replace and plant all materials which have A. Two inspections shall be made that affect the establishment 6 PP0514 died within the time span stated above, at no cost and within period: The first after all plantings have been completely N IL 5 days from receiving written notice from the Landscape PART 5 - GROUND COVER AND BEDDING PLANTS installed in order to approve the beginning of the Architect or City. If dead material is not replaced and establishment period, and the second at the and of the X © 2004 Architects Orange planted within the 5 day period, City may replace dead 5.01 Scope of Work: establishment period. if plantings are not acceptable at the Lill these plans are copyright protected. Under material with new material and charge the Landscape Contractor end of the 180 day period, due to defective maintenance, then such protection unauthorized use is not permitted. for all expenses incurred. continue establishment until all work meets with the - - These plans shall not be reproduced or used P Provide all materials and equipment and perform all work necessary - - without written permission by Architects Orange. for and incidental to installing all ground cover and bedding Specifications and can be approved. $ 3 lU _ B. Construction Materials: The contractor shall guarantee all plants, as shown on plans, as reasonably implied, or delineated in workmanship and materials for all site development, fora B.the specifications. At termination of establishment period all plant material _ _ _ _I = = D A T E period of one year from date of final acceptance of project. shall be live, healthy, undamaged, and free of infestation. _ _ _ _ Inferior plantings shall be replaced and brought to a 1.08 Material and Labor Releases: 5.02 Ground Cover. satisfactory condition before final acceptance of work will beplan a" III=-1 Ground Cover. Provide ground cover of the species shown on plans. made. All areas shall be free of weeds. I-I I I I ,I I' I -_ I= -I I -I I 1 XX 81d Set Upon completion of the work, the Contractor shall present to the Ground cover shall be established and well rooted in flats or =III I XX p,� RECEIVED Landscape Architect, signed copies of all labor and materials similar containers. 5 I (= II releases for all work performed under Site Development. - A4143 prep IWwr+bsr _ OCT 10 MW 5.03 Coordination: 'I I 3 1.09 Disposal and Clean-up: 1= - _ = I 1. LANDSCAPE BOULDER am" *me Including excavated material classified A. Do not have plants delivered to the job site until site III-�1 ( I I I I I i l I I I ,I I I I-� 1 I TO BE SELECTED 9-27-06 It DateRemove all waste materials as unacceptable soil material), trash and debris generated or conditions are ready for planting. If planting is delayed, - Q - encountered during the course of landscape construction, and keep plant roots moist and place in a sheltered location rf� Z SECT I ON 2, FINAL GRADE legally dispose of it. During the course of the work, remove protected from the sun, wind and other damaging elements. /_1N Q surplus materials from the site and leave premises in a neat and B. Soil preparation and fine grading shall be completed and trees `:/ a a 3, COMPACTED SU5GRADE Q clean condition. Clean up and remove all remaining debris and ® � � -O surplus materials upon completion of work, leaving the premises and shrubs installed prior to bedding plants and ground cover planting. Q neat and clean. The site shall be cleaned upon the request of the inspector. Green waste to go to an appropriate green waste facility. � BOULDER IN LANDSCAPE 0 PART 2 - EXECUTION Q ROOTSALL. ® TOP OF PAVING. Q TOP OF ROOT BALL FLUSH WITH 3' HIGH WATERING BASIN. A 2.01 Protection: FINAL GRADE. Keep all plant material delivered to site in a healthy condition @ UNDISTURBED NATIVE $OIL, for planting. Plants shall not be allowed to dry out. Bare root FINAL GRADE. stock shall be separated and heeled-in, in most earth or other suitable material until planting. ® 3 X ROOT5ALL 01A, NOTES; S H E E T These plans have been reviewed* by the Coachella Valley Water District in 2.02 Installation: 05 NATIVE $ITE $OIL B�►CKFILL accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Detailed layout of lasts within the planting areas shall be KEEP WEEDS AND GROUNDCOVER Section 65597 et seq. requiring efficient landscape and irrigation design in y P P g 6 5 GAL. VINE PER LEGEND cooperation with the local governing agency (City or County). performed by Contractor and approved by the Landscape Architect and OUT OF WATERING BASIN. *Approval of this drawing by CVWD Staff does not constitute approval to City prior to planting. 'D 2' MAX. DEPTH TO FINAL GRADE encroach into district and USBR Rights-of-Way. Trees, plants, walls and Soil excavated from planting holes Shall be amended to backfill (PRIOR TO DG) permanent structures of any kind may not be planted or installed in P g CVWD and USBR easements or right-of-way without first obtaining an around trees and shrubs using the following mixture: encroachment permit from CVWD. Date Water Management Supervisor , I VINE PLANTING DETAIL Development Services Supervisor I