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HomeMy WebLinkAboutDinah Shore Business Park_1 -------—------- —-------- IRRIGATION LEGEND SYMBOL MFG DESCRIPTION Pal GPM RAD PATTERN R C H I T E C T S RAINIBIRD 1402 PRESSURE COMPENSATING 30 0.e0 FLOOD 0 R A N G E 5U55LER, (REFER, To SCHEDULE) 144 NOrth Orange street•Orange,California 92866.714 639-9860 RAIN51RD FE5 SERIES REMOTE CONTROL VALVE. SIZE AS INDICATED ON PLANS. RAIN51RD XCZ-0 ONTROL ZONE KIT- WITH _1E5-DVX REMOTE CONTROL VALVE, (DRIP ASSEMBLY) X5V-0715 BALL VALVE, R5Y-0-15-200MX IN-LINE FILTERA , PSI-L30X-015 __ R. DALE PRESSURE REGULATOR (USE F`DI-M30X PRESSURE REGULATOR FOR FLOWS I JJzO GREATER THAN E� GPM) HADEELD WILKINS 06E�O FULL PORT LINE SIZED BALL VALVE. C, LANDSCAPE PC,f Li SELF-FLUSHING LATERAL LINE CAP. INSTALL IN EMITTER BOX - TAN COLOR. A R C H L T E C T -—---------------------- 27601 FORGES ROAD SUITE 50 IM-1 I" IRRIGATION WATER METER INSTALLED 5Y CVWD. LAGUNA NIGUEL, CALIFORNIA 92677 oN (949) 367-9275 - FAX (949) 367-9321 UNIr ` FE5CO 825YA REDUCED PRESSURE 5ACKFLOW PRE VENTER INSTALLED BY cvwD - I,. INSTALL DIRECTLY BEHIND METER AT CURB PER CVWD REQUIREMENTS. GRISWOLD 02230 PRESSURE REGULATING MASTER VALVE - I". NORMALLY OPEN HADF -------------------------------------------------------- HAYWARD 1*12 BASKET STRAINER, I" SIZE W/ FLANGED CONNECTIONS AND 50 MESH FILTER ELEMENT ri O RAIN51RD #33DLRC QUICK COUPLER VALVE AND KEY. INSTALL IN BROOKS 03 VALVE 50X ct� BLOCK WALL PER ARCHITEC AN5 TAN COLOR. I" F`Vr_ CONNECTION TO MAIN. VSign e 0-0 2 /0 ---—------------ 000 oo. .00I i PRESSURE MAINLINE PVC SCH 40 3/4" TO 11/2", CLASS 315 FOR 2" IZE AND R al Dot o-o 5 LARGER. BURY MIN. 15" BELOW -GRADE. SIZE AS INDICATED ON PLANS. Dot -OF c NON - C 01 .00 NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12". SIZE AS INDICATED ON PC .0. PLANS. SLEEVE UNDER ALL PAVING..00 .00 COO #6PIPE 5LEEVING PVC 5CH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING. ALL HARDSCAPE OVER ro' SHALL 5E SLEEVED 2 TIMES GREATER THAN PIPE. DINAH SHORE BLDG. E NO SYM WIRE SLEEVING PVC 5CH 40, EXTEND MIN, 12" BEYOND EDGE or- PAVING,082-S.F. BUSINESS DARK __J PVC GLASS 200 NON-PRESSURE LATERAL TO DRIP TUBING, SLEEVE UNDER ALL PAVING AREAS. USE PVC 5CH 40 UNDER PAVING, SPECIFICATIONS SEE 5F -IF ATIONs FOR DEPTH UNDER PAVING. BURY 1211 MIN. BELOW GRADE IN PLANTERAREAS.RE 5 A RAIN51RD ET-165 Iro STATION WALL MOUNT CONTROLLER WITH 5-165 OUTDOOR LOCKING IDIALM DESERT CABINET. INSTALL WITH WRT-I WIRELESS RAIN/TEMPERATURE SENSORE MANUFACTURER'S SPECIFICATIONS. ENCLOSURE TO BE to"ALIFORNIA 'DESERT TAN' IN 11/4 COLOR. CONTRACTOR TO MAKE FINAL HOOK-UP, -3/4 VALVE NUMBER 42 I(o FLOW IN GPM 3/ TENTATIVE PARCEL -A All 13 1" 55LfR FLOW IN GPM BLDG. ffo BLDG. #7 1114111 55Lf;R� E II II VALVE SIZE MAP NO. 33736 ; ! Sb - !I I 5,320 S.F. 5.596 S.F -3/4 73800, 73803, 73806, 4 :'IF Et-11TTEfR 5U55LEfR 5CI4EDIJLE D F, 73809, 73812, 73815, 1. CONTRACTOR SHALL INSTALL RAIN51RD X5 EMITTERS TO MEET THE 73818, 73821, 73824, J! FOLLOWING SCHEDULE: F ALL LOW WATER USE (0,20) SHRUBS - (1) X5T-10 (I GPH EACH) 73827, and BLDG. #11 ALL MODERATE USE (0.50) SHRUBS - (1) X5T-20 (2 GPH EACH) 73830 Dinah Shore ALL HIGH USE (0-80) SHRUBS - (2) X5T-20 (2 GPH EACH) 6y 582 S.S.F. l(o Al ALL LOW WATER USE (0.20) TREES - (2) RAINIBIRD 1401 BUBBLERS ALL MODERATE USE (050) TREES - (2) RAINIBIRD 1402 BUBBLERS M ALL HIGH USE (0.60) TREES - (2) RAIN5[RD 1404 BUBBLERS Palm Desert Associates 30398 Esperanza 314 2. THE NUMBER OF EMITTERS INDICATED ON THESE PLANS ARE APPROXIMATE BLDG. Rancho Santa Margarita N. AND SHOULD 5E VERIFIED IN THE FIELD 5A5ED ON PLANTING INSTALLATION. CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT 41910 S.F. California 92688 NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOVE. IN 7 — — — — — — — — 949 635 1970 rt M 141 4 11/4 NOTES '3/4 1. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING WIDER THAN &' TO �'14 5E PROVIDED WITH PIPE 5LEEVING (2 TIMES LINE SIZE). IRRIGATION 2. LOCATE ALL VALVES IN SHRUB AREA WHERE APPLICABLE. PLAN SHOWN FOR 3/4 -7- — — — — — — —E- — — E- - CLARITY ONLY. 5 WN PLAN - - - - - - - - 3. LANDSCAPE CONTRACTOR SHALL PROGRAM CONTROLLER TO OPERATE PROPOSED IRRIGATION SYSTEM BETWEEN e:00 FM AND 6,00 AM, - - - - - - - - - - - - - - - - 4. PROVIDE WIRE SLEEVES AND PIPE SLEEVES FOR MAINLINE AND LATERAL LINES 7,,�71 —11 Ilk UNDER ALL DRIVEWAYS AND ROADWAYS (PIPE SLEEVING (2 TIMES LINE SIZE) ...... L PER SPECIFICATIONS. I& A DE5iC.3N INTENT'. 55LfRR 1�� ' I ; I _ IT 16 THE INTENT TO WIRE SEVERAL SEPARATE VALVES (2 MAXIMUM VALVES) INTO (0 ONE STATION AT THE CONTROLLER TO MINIMIZE SIZE OF CONTROLLER. DRIP DRIP VALVE ASSEMBLIES SHALL BE WIRED SEPARATELY FROM BUBBLER VALVES. IN - - - - - - - - NO CASE SHALL COMBINED FLOWS FROM SEVERAL VALVES WIRED TOGETHER - - - - - - ------ SURPASS 20 GPM. CONTRACTOR SHALL VERIFY NUMBER OF VALVES IN FIELD AND CONFIRM SIZE OF CONTROLLER WITH LANDSCAPE ARCHITECT. REFER TO PLANS M FOR STATION NUMBERS. IJ L 7L. J L III 7 ro_ _ _ � � G. #A 11 TII Jg 5, 127 S.F. I f-I ! I I /,44b\ -ia-- Id III \1/4 ---H+ BLDG. #10 BLDG. 5y 512 S.F. 4;637 S.F. T_ BLDG. 2004 Architects Orange these plans ore copyright protected. Under such protection unauthorized use is not permitted. 5y 127 S.F. These plans shalt not be reproduced or used vlithoot written permission by Architects Orange. LI D A T E XX 4 Plan Check xx Bid Set xx EM OMEN ' Permit A A4143 IV Project Number MA TCHL INE SEE SHEET L 1.2 A,/' Drawing Name 71 4-24-06 Plot Date L 1'/4"ill S H E E T 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 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 an REFER TO SHEET L2.1 4 L2.2 FOR IRRIG,4TION DETAILS 0 20 40 60 encroachment permit from CVWD, AND E)FECIFIC,4TION6, Date Water Management specialist T-',S-�AN5- 1'�-2W-0" StJ.PPrviSQr I WATER CONSERVATION STATEI-IENT =- ' 1 I -- - f► ► : i 1 THE FOLLOWING ARE GUIDELINES TO WHICH THIS PLAN SHALL ADHERE IN ORDER - -TO CONSERVE WATER AND GENERALLY CONFORM TO THE REQUIREMENTS OF THE I I 1�z4DROUGHT AGENCY REQUIREMENTS. MA A LANDSCAPE SECTION AND OCHER APPLICBLE CITY AND MATCHLINE - SEE SHEET L I �'■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ , ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �I ■ ■ ■ ■ �,� h■ - - � ESTI1"1,4TED 1,U,4TER CONSUI"�PTION C,4LCU ,4T10 1. NO TURF SHALL BE USED ON THIS PROJECT. '" s L N5 - 2. LOW TO MODERATE DROUGHT TOLERANT PLANTINGS ARE USED. - - - I I I I m MAXIMUM ANNUAL APPLIED WATER ALLOWANCE - - - - 4- - _ ;f A R C H 1 T E C T S - I - - - - - - - - - - - MAAWA= (ETo) x (0.60) x (LA) x (0.62) / 1748) 3, AN AUTOMATIC IRRIGATION CONTROLLER CONNECTED TO A RAIN SENSOR SHALL �/ , I O R A N G E BE PROVIDED. L - -31 - E- - - - i 93,90 x (0,60) x (21,000) x (0.62) / ('148) - 4 --- 4. NOTE (i I ■ ■ ■ ■ ■I■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ ■ ■ 144 North Orange Street•areege,CalMomla g2888.714 839 9e60 ON PLANS. - _-__-_ ' 1"SAAIUA= 980,E GGF INDICATING: WATERING TIMES BETWEEI�I 9:QaQ� P�"►, AN.rJ 6:?�4J A>i"! 41�1D4GATED - - , � 5. DIFFERENT PLANTING HYDROZONES SHALL BE IRRIGATED ON SEPARATE I 1 _ I I I m I ESTIMATED ANNUAL APPLIED WATER USE VALVES BASED ON SOLAR ORIENTATION, SLOPE GRADIENTS AND WATERING I 18 A� I �� I 3/4„ I 3, Ao R. DALE REQUIREMENTS, I - 4 BBLR 1" I', ► _ - _ _ _ _ _ _ _ = I EAAWU= (ETo) x (Fr-) x (LA) x (.62)/ (148) / (IE) 1 .50 = CCF q e HAD��ELD 6. LANDSCAPING SHALL BE SERVICED BY SEPARATE WATER METER. LOW TREES - BUBBLERS - LANDSCAPE 1 V 3/ (93,90) x (.20) x ('1 10) x (.62) / 146 / .90 � BLDG. #2 ► ' I 4 ARCHI � E � T 4 I Is- ( I = 13,31 CCF ./ I 27601 FORBES ROAD SUITE 50 13,587 S.F. 20 Ai I I Li L� MODERATE TREES - BUBBLERS LAGUNA NIGUEL, CALIFORNIA 92677 (949) 367-9275 FAX (949) 367-9321 BBLR i" I III i l =(93.90) x (.50) x (1,050) x (.62) / -148 / ,90 28.15 GGF 1 Ada I '4" III I I LOW SHRUBS AND GROUNDCOVER - DRIP 3/ DRIP 3i4" i ii/4t III I I =(e3.`30) x (.20) x (12125) x (.62) / 148 / ,30 o pNDSCI o HADFI -1 220,Oe CCF �� MODERATE SHRUBS - DRIP - - - x 55) (62) / -(48 / eO E �- _ _ - _ - - - - - - - - -_ 50) -_. _ - i - - - - - - - - - = 2-(9.11 CCF _ _;_ -- -i I I I I i ® (93 90) x ( 6 4 cr mignature - T _ _ -- J fTl. i i I TOTAL EAAWU= 540.66 CCF R wa Dot Y I I Da - �P 34 L TOTAL EAAWU (540.66 GGFX MAAWA (980.� CCF) E OFF- CA0 � I DI NAH SHORE I I , BUSINESS PARK m 5,288 SF REFER TO SHEET L2.1 4 L2.2 FOR IRRiGATION DETAILS min AND SPECIFICATIONS. I I i I i I I I PALM DESERT �' CAL I FORNIA I _ - � � - - - - - - - - - - p r - - - - - �- =r'S3sC, pk �i I _ .... � - ._ - - - - - � I t,tvy.�-s.` , �Ti "' 3/4 ii ;�.1�„�a�.... J i : i t l I I u _ R NOTE : _ -; :r TENTATIVE PARCEL <r > s (� �. I LOCATE WALL MOUNT CONTROLLER ON OUTSIDE WALL OF � BUILDING. 11-i VOLT 2 AMP 60 CYCLE POWER AVAILABLE MAP NO. 3373F1-:Yh� .y Al1�.15�xv _"r r4�>'t.�.4Y;i,�,...`' - - - _- - - - _ - - _ - - -- - _ _ _ t` _ BY GENERAL CONTRACTOR IRRIGATION CONTRACTOR TO _- - - J - - - - - MAKE FINAL HOOK-UP. FINAL LOCATION TO BE APPROVED _ - - - - - - - i 4 - - - - .. Alb 5 BY THE LANDSCAPE ARCHITECT. ENCLOSURE SHALL BE 73800 73 803, 73806, POWDER-COATED AND COLORED 'DESERT TAN' PER 3% DRiP AGENCY REQUIREMENT. 73809 73812 73815 88LR 1" A3 21 73818, 73821, 73824, 1 55L1` 73827, and Maximum Wafter Allowance r42 a 1"I 73830 Dinah Shore DRIP % _- 3 n n ut Z @ _ - Palm Desert Associates Square Footage Calculations - 30398 Esperanza - - Rancho Santa Margarita Tree&Shrub Square foot 18 445 Turf Square foot 0 E DRIVE i=OfNT O CONNECTION-. �� S��j� ���� G,�����,�� (®��: California 92688 Total Square foot Cobble/Boulder 2,555 S HOR OINAH Total Waterfeature Square footage 0 949.635. 1970 PROVIDE 1" IRRIGATION WATER METER. VERIFY METER 1" WATER METER 1,80 Total Landscape Square foot 21,000 PLACEMENT IN FIELD. WATER METER AND BACKFLOW BACKFLOW PREVENTER TO BE INSTALLED BY COACHELLA VALLEY PREVENTER 11.00 Zane Na. Eto Water j. Total Conversion Factors Total WATER DISTRICT. BACKFLOW DEVICE TO BE INSTALLED 1-1/2" PVC 5CH 40 MAINLINE (1,121 LF) 10.41 Factor S ft 0 0. 748 MWA DIRECTLY BEHIND METER AT CURB. REMOTE CONTROL VALVE 2.10 FITTINGS 2.50 IRRIGATION 1 57.a1 0.5 0 0.62 748 0 PRESSURE REQUIRED 2 66.75 0.5 0 0.62 748 0 STATIC WATER PRESSURE 10 PSI RED AT HEAD 20.00 3a 75 0.5 0 0.62 748 3b 88 0.5 o 0.62 748 0 DESIGN PRESSURE 60 PSI ELEVATION GAIN 0.00 PLAN 4 93.9 0.5 21,000 0.62 748 817.2313 MAXIMUM FLOW 21 GPM LATERALS 3,00 MISCELLANEOUS 3.00 CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE IN FIELD AND TO NOTIFY LANDSCAPE ARCHITECT OF ANY TOTAL PRE55URE LOSS 54.41 Total Number of plants 1,171 DISCREPANCY. FAILURE TO DO SO MAY RESULT IN STATIC PRESSURE �0.00 Number of lants b water use "/o of Total Landscape Square Foat�ge CHANGES TO THE IRRIGATION SYSTEM AT NO ADDITIONAL RESIDUAL PRESSURE 15.59 1 Low 775 0.662 12207.408 COSTS TO THE OWNER. 2 Low/Mod 57 0.049 897.835 3 Mod 339 0.289 5339.757 4 Mod/Hi 0 0.000 0.000 5 Low o 0.056 a.9.5 I RR I GAT i ON L EGENID 6 Law Trees 66 0.056 1039.599 7 Low/Mod Trees 57 0.049 897.835 -- - ----------____-_..__.__. SYMBOL MFG 8 Mad Trees 0 DESCRIPTION PSI GPM 0.00o RAD PA TTERN TTE N o.000 R DRf P E1�iTTE�' / 5�I�5LER SCHEDI�LE 9 Mad/Hi Tree 0 0.000 0.000 10 High Trees 0 0.000 0.000 _ Piantlinigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor.• RAINBIRD 1402 PRESSURE COMPENSATING 30 0,g0 - FLOOD BUBBLER (REFER TO SCHEDULE) 1. CONTRACTOR SHALL INSTALL RAINBIRD XB EMITTERS TO MEET THE Total 1,171 5 ray/Bub1Dn 4 0.8 897.835 7 Law!Mod Tree FOLLOWING SCHEDULE: Season Zonal Eto Plant Area Conversion Factors Estimated RAINBIR D PEB SERIES REMOTE CONTROL VALVE. SiZE AS INDICATED ON PLANS. ALL LOW WATER USE (0.20) SHRUBS - (1) X5T-10 (1 GPH EACH) Value Factor sq:ft o.s2 748 Irn.Eff. water use ALL MODERATE USE (OBO) SHRUBS - (1) XBT-20 (2 GPH EACH) spring 57.29 0.35 897.8352 0.62 748 0.9 5,99 6.58 ® RAINBIRD XCZ-01E5 CONTROL ZONE KIT- WiTH -75-DVX REMOTE CONTROL VALVE, ALL HIGH USE (0,60) SHRUBS - (2) X5T-20 (2 GPH EACH) Summer 15.97 0.35 897.8352 0.62 748 0.9 14.62 (DRIP ASSEMBLY) X5V-075 BALL VALVE, RBY-015-200MX IN-LINE FILTER, PSI-L30X-015 ALL LOW WATER USE (0.20) TREES - (2) RAINBIRD 1401 BUBBLERS Plant/irrigation atlan S stem T Zane Irr. Eff. Area Seasonal Plant Factor: TO Winter 15.97 0.35 897.8352 o.sz 74$ 0.9 4-62 PRESSURE REGULATOR (USE PDI-M30X PRESSURE REGULATOR FOR FLOWS ALL MODERATE USE (OBO) TREES - (2) RAINBIRD 1402 BUBBLERS Sp ray/Bu al Eto 4 0.9 9220F 1 Low Shrub TOTAL 27.19 GREATER THAN 5 GPM) ALL HiGH USE (0.80) TREES - (2) RAINBIRD 1404 BUBBLERS Season Zonal Eta Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 W.Eff. Water Use PlantArrigationSystemType: Zone Irr. Eff. Area Seasonal Plant Factor: H WILKINS OB50 FULL PORT LiNE SIZED BALL VALVE. 2. THE NUMBER OF EMITTERS INDICATED ON THESE PLANS ARE APPROXIMATE Bering 20.69 0.2 12207.41 0.62 748 0.9 46.52 S ra /Bub/Dri 4 0.9 0.000 8 Mod Tree AND SHOULD BE VERIFIED IN THE FIELD BASED ON PLANTING INSTALLATION. u SELF-FLUSHING LATERAL LINE CAP. INSTALL IN EMITTER BOX - TAN COLOR, LL ON. Summer 57.29 0.2 1220T41 o.62 748 0,9 128.82 season Zonal Eta Plant Area Conversion Factors Estimated CONTRACTOR SHALL REFER TO PLANTING PLAN AND DETERMINE EXACT Fat-Winter 15.97 0.2 12207.41 0.62 748 0.9 35.91 value Factor sq.ft. 0.62 748 kri.Eff. Water Use NUMBER OF EMITTERS REQUIRED BASED ON EMITTER SCHEDULE ABOYE. TOTAL 211.25 spring 20,69 0.5 0 0.62 748 0.9 1" IRRIGATION WATER METER INSTALLED BY CVWD, Summer 57.29 0,5 0 0.62 748 0.9 Plant/irrigation S tem T e: Zone Irr. Eff. Area Seasonal Plant Factor: Fall-Winter 16,97 0.5 0 0.62 748 0.9 FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER INSTALLED BY CVWD - 1". NOTE J ra /Sub/Drip 4 0.9 897.835 2 Low/Mod Shrub TOTAL 0.00 INSTALL DIRECTLY BEHIND METER AT CURB PER CVWD REQUIREMENTS. Beason Zonal Eta Plant Area Conversion Factors Estimated GRISWOLD 02230 PRESSURE REGULATING MASTER VALVE - i". NORMALLY OPEN I. ALL LATERAL LINE AND MAINLINE INSTALLED UNDER PAVING WIDER THAN (W TO Value Factor sq.ft. 0.62 748 Irri.Eff. water Use Plant/irregation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: BE PROVIDED WITH PIPE SLEEVING (2 TIMES LINE SIZE). Spring 57.29 0,35 897.8352 o.62 748 0.9 6.58 S ra 1BubIDn 4 0.9 0.000 9 Mod(Hi h Tree HAYWARD 012 BASKET STRAINER, 1" SIZE W/ FLANGED CONNECTIONS AND 80 MESH FILTER Summer 57.29 0.35 897,8352 o.s2 74$ 0.9 16.58 Season zonal Eto Plant Area Conversion Factors Estimated ELEMENT 2. LOCATE ALL VALVES IN SHRUB AREA WHERE APPL iCABLE. PLAN SHOWN FOR © 2004 Architects Orange ,Fell-Winter 15.97 0.35 897.8352 0.62 748 0.9 4.62 Value Factor sq.ft. 0.62 748 Im,Eff. Water Use CLARITY ONLY. These plans are copyright protected. Under TOTAL such protection unauthorized use is not permitted. 27.19 spring 20.69 0.65 0 o.s2 74$ 0.9 Q RAINBIRD *33DLRC QUICK COUPLER VALVE AND KEY. INSTALL IN BROOKS *3 VALVE BOX - 3, LANDSCAPE CONTRACTOR SHALL PROGRAM CONTROLLER these laps shag not be reproduced or used Summer 5T29 0.65 0 0.62 748 0.9 R LLER TO OPERATE P P Fat-Winter 15,97 0.65 0 0.62 748 0.9 TAN COLOR. 1" PVC CONNECTION TO MAIN. PROPOSED IRRIGATION SYSTEM BETWEEN 9:00 PM AND 6:00 AM. without written permission by Architects orange. Plant/lrri ray/Suon stem e: Zane Irr. Eff. Area Seasonal Plant Factor: TOTAL 0.00 - PRESSURE MAINLINE PVC SGH 40 3/4" TO 11/2", CLASS 315 FOR 2" SIZE AND 4. PROVIDE WIRE SLEEVES AND PIPE SLEEVES FOR MAINLINE AND LATERAL LINES ray Bub Drip 4 0.9 5339.757 3 Mod LARGER. BURY MIN, 18" BELOW GRADE. SIZE AS INDICATED ON PLANS. D A T E Season Zonal Eto Ptarrt Area Conversion Factors estimated _ Plant/ImlgatianSystemType: Zone Irr. Eff. Area seasonal Plant Factor: UNDER ALL DRIVEWAYS AND ROADWAYS (PIPE SLEEViNG (2 TIMES LINE SIZE) XX Value Factor - sq.ft, 0.62 748 Ird.Eff. water Use Spray/Sub/Drip 4 0.9 0.000 10 High Tree NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12". SIZE AS INDICATED ON PER SPECIFICATIONS, Plan Check Spring 20.69 0.5 5339.757 0.62 748 0.9 50.87 season Zonal Eto Plant Area Conversion Factors Estimated PLANS. SLEEVE UNDER ALL PAVING, XX Bid Set Summer 57.29 0.5 5339.757 o.62 748 0,9 140.87 Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use D S i CAN INTENT: X X .Fall-Winter 15.97 0.5 5339.757 0.62 748 0.9 39,27 Spring 20.69 0.8 0 062 748 0.9 PIPE SLEEVING PVC SGH 40, EXTEND MIN, 12" BEYOND EDGE OF PAVING. ALLPermit TOTAL 231.01 Summer 57.29 0.8 0 0.62 748 0.9 HARDSCAPE OVER 6' SHALL BE SLEEVED 2 TIMES GREATER THAN PIPE. IT IS THE INTENT TO WI -SEVERAL A4143 Project Number Fall-Winter 16.97 0,8 0 0.62 748 0.9 RE SEPARATE VALVES (2 MAXIMUM VALVES) INTO Plantlirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: TOTAL NO SYM WIRE SLEEVING PVC SGH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING. ONE STATION AT THE CONTROLLER TO MINIMIZE SIZE OF CONTROLLER. DRIP Drawing Name o.00 VALVE ASSEMBLIES SHALL BE WIRED SEPARATELY FROM BUBBLER VALVES, IN 4-24-06 S ra /BublDri 4 0.9 0.00t1 4 Mod/HI h - - - Plot Date PVC CLASS 200 NON-PRESSURE LATERAL TO DRIP TUBING, SLEEVE UNDER NO CASE SHALL COMBINED FLOWS FROM SEVERAL VALVES WIRED TOGETHER Season Zonal Eta Plant Area Cornersi4n Factors Estimated Total Tree And Shrub 514 ALL PAVING AREAS. USE PVC SGH 40 UNDER PAVING, SEE SPECIFICATIONS SURPASS 20 OPM. CONTRACTOR SHALL VERIFY' NUi''1BER OF VALVES IN FIE AN - - - Value Factor sq.ft. 0.62 748 irri.Eff. Water Use FIELD D a FOR DEPTH UNDER PAVING. BURY 12" MIN. BELOW GRADE IN PLANTER AREAS. CONFIRM SIZE OF CONTROLLER WITH LANDSCAPE ARCHITECT. REFER TO PLANS Q spring 20.69 0.65 0 0.62 748 0.9 Plant4rrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: FOR STATION NUMBERS. Summer 57.29 0.65 0 0,62 748 0.9 Sp Sub/Drip 4 0.75 0 11 Turf ® RAINBIRD ET-165 19, STATION WALL MOUNT CONTROLLER WiTH 5-16S OUTDOOR LOCKING Fail-Winter 15.97 0,65 0 0.62 748 0.9 Season Zonal Eta Plant Area Conversion Factors Estimated CABINET. INSTALL WiTH WRT-i WIRELESS RAiN/TEMPERATURE SENSOR PER A TOTAL 0.00 Value Factor sq.ft. 0.62 748 Irri.Eff, Water Use spring 20,69 0.76 0.62 748 075 MANUFACTURERS SPECIFICATIONS. ENCLOSURE TO BE 'DESERT TAN' IN I Summer 57,29 0.6 0 0.62 748 0.75 COLOR. CONTRACTOR TO MAKE FiNAL HOOK-UP, i Piantlirrigation System Type: Zone Irr, Eff. Area Seasonal Plant Factor: Fall-winter 15.97 0.76 0 0.62 748 0.75 A Spray/Sub/Drip 4 0.9 0.000 5 High TOTAL 0.00 --- VALVE NUMBER Season Zonal Eto Plant Area Estimated A2 i(o FLOW IN GPM A Value Factor sq.ft. 0.62 748 Ini,Eff. Water Use Total Turf 0.f BBLR -- FLOW IN GPM spring 20.69 0.8 0 0,62 748 0.9 VALVE SIZE 0 20 40 60 Summer 57,29 0.8 0 0.62 748 0.9 Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor• Fall-Winter 15.97 0:8 0 0.62 748 0.9 Waterfeature 4 1 FALSE 12 MovingS H E E T rr_ , ►e I TOTAL 0.00 Season zonal Eta Plant Area Conversion Factors Estimated 1 20-0 Value Factor sq.ft. 0.62 748 Ini,Eff. Water Use Spring 20,69 1,2 0 0.62 748 1 0.00 Plant/irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Summer 57.29 1.2 0 0.62 748 1 0.00 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, ra Sub/Drip 4 0.9 1039.599 S Low Tree -winter 15.97 1,2 0 0.62 748 1 0.00 Section 6559i et seq. requiring efficient landscape and irrigation design in Season Zonal Eto Plant Area Conversion FactaS Estimated TOTAL 0.00 cooperation with the local governing agency (City or County). Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use *Approval of this drawing by CVWD Staff does not constitute approval to spring 20.69 0.2 1039.599 0.62 74s 0.9 3.96 Total Waterfeature O.f encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in Summer .29 0.2 1039,599 0.62 748 0.9 10,97 CVWD and USER easements or right-of-way without first obtaining an Fail-Winter 15,97 0.2 1639.599 0.62 740 0,9 3,06 Total Estimated Water Use 514.63 encroachment permit from CVWD. TOTAL 17.99 Date , Water Management Specialist Development Services Supervisor 1 2 2 _ 12" � _�_� 5 4 2 1 MIN. 4 17 III-- I I-1 8 A R C H 1 T E C T S Iil=1�I=1�I I1=1 � 9 � I _ 3" MIN. �0X 5 0 R A N G E - 5 M 144 North Orange Street• Orange,California 9286 6 7146399860 Q I I � Qp o ---- 0'1 0 O o00 � k DALE 0 00 p o0 Hv F IE L® 5 8 ; LANDSCAPE iD LINE SIZE W-T-E S AINE A R C H t T E C T 9 27601 FORBES ROAD SUITE 50 1. 10" ROUND TAN PLASTIC VALVE BOX. TOP 11 12 13 18 14 B 11B Iro ( 3 O REDUCED PRE55U LAGUNA NIGUEL, CALIFORNIA 92677 OF BOX TO BE EVEN WITH FINISH GRADE. LEGEND BACKFLOW DEVICE TH (949) 367-9275 ^ FAX (949) 367-9321 2. FINAL GRADE. 2 BALL VALVES FE LEGEND TO IRRIGATION L END. � 3. '/2" DRIP TUBING I. PVC SCH. 80 NIPPLE 10• PVC SCH. 40 ELL.(CLOSE) 11. PVC SCH, 50 NIPPLE (2" LENGTH) BRA55 UNION. pNDSCgp AND PVC SCH. 40 ELL. I. CURB, SIDEUJALK, ETC. -1. 2 C.F. PEA GRAVEL SUMP. ® BRASS ELL �1'PICAL). �� HAD /F Fqp �. SELF FLUSHING END CAP 2. VALVE BOX WITH COVER: C) 24-INCH SIZE WITH BRANDING 12 PVC SCH 40 TEE OR ELL. 5• 3/4" CRUSHED GRAVEL SUMP - 2 CU. FT. PER 2. ROUND TAN PLASTIC VALVE 8. FLANGED CONNECTIONS (T` f=. BRASS N PLE (T''t'PICAL). BOX13. BRICK (1 OF 4). BOX WITH LOCKING TOP 2 PLACES). 3. PVC SCH. 40 MALE ADAPTER. ® 1 CU.FT CONCRETE THRUST � -� 14. 3" MIN. DEPTH OF 3/4" WASHED GRAVEL (LABELED "MV") SET 1" CU. 5 (T't'PICAL). WRAP Signatur 4. WATER PROOF ABOVE FINISH GRADE IN 2/z8/ CONNECTION (I OF 2). 15. PVC MAINLINE. 9. GALVANIZED OR COPPER PIPE PIP S W1 10 MIL. TAPE. ,2 Da J & La L U,5s 41NG LAT RAL LINE CAP NTs 5. 30" LINEAR LENGTH OF PRESSURE REGULATOR, REFER TO PLANTING AREAS ONL�I'. BAC<FLOW PREVENTER TO 5 URATE AND COMPACT WIRE - COILED. MASTER VALVE 5-GRADE TO e0% PRIOR LEGEND. 3. FINAL GRADE. TO POUR. �TFoF �Fo�� (0• PVC SCH. 50 UNION. 1-7. BALL VALVE, REFER TO LEGEND. CAU ❑ E 3 4 1 FINAL GRADE/TOP OF MULCH. la. Y STRAINER. REFER TO LEGEND. 4. COMMON AND CONTROL WIRES NOTE FINISH GRADE, TO CONTROLLER LOCATION. ® PVC MALE ADAPTER. _ ❑ ❑ ❑ ❑ 8. PVC SCH, 40 COUPLING, 19. CONTROL VALVE, REFER TO LEGEND. ALL VALVES TO BE INSTALLED DI NAH SHORE � ❑ ❑ 9. PVC SCH. 80 NIPPLE 5. MASTER VALVE (REFER TO IN (LENGTH AS REQUIRED). LEGEND). SHRUB AREAS. ❑ ❑ a ❑ ❑ ❑ BUSINESS PARK 17 (o. PVC MAINLINE. ❑ ❑ El ❑ ❑ ❑ IN&TALeL< D B� C\/UJD � ❑ ❑ ❑ G D I P VALVE Ass M L NTs PALM DESERT FT � L NTz BAC< LOUJ PR V NT R NTs CALIFORNIA J OL 2 1 LU VARIES SEE FLAN TENTATIVE PARCEL w 2 i i �„ MAP NO. 33736 2 } _ 73800, 73803, 73806, EGENID `Jr 73809, 73812, 73815, I. HARDSCAPE SURFACE. _ 73818, 73821, 73824, I. PRESSURE COMPENSATING DRIP EMITTER NOTE- I � < L =III = z 73827, and REFER TO DRIP EMITTER SCHEDULE FOR REFER TO IRRIGATION LEGEND FOR MANUF. 2. CLEAN BACKFILL AS REQUIRED QUANTITY PER PLANT AND MODEL OF EMITTER/BUBBLER OUTLETS, off _ 2 TO BE SET IN 9," LIFTS. REFER TO �, = I I(- 73830 Dinah Shore 2. AUTOMATIC FLUSHING END CAP AND FLUSH VALVES, ETC. } E - SPECIFICATIONS FOR SPECIFIC I-I I ( I=I N 4 +- MATERIAL AND COMPACTION _III Z 3. limit REQUIREMENTS. - - 3 LATERAL LINE-BURIED A MINIMUM OF PLACE EMITTER WITHIN 6 RADIUS OF SHRUB } I-III - = 12" BELOW GRADE CENTER Palm Desert Associates (Y N 3. CLEAN SAND. MEM3 - 3 30398 Esperanza 4. REMOTE CONTROL VALVE w Q w Q 4. PRESSURE MAIN LINE WITH SLEEVE. _ Rancho Santa Margarita o 5. LATERAL LINE WITH SLEEVE. -I I i I= California 92688 K I I ( � R OUTLET �'®� NTS N m E 6. CONTROL WIRES e COMPUTER _-I I 949.635. 1970 m HARDWARE WIRE SLEEVE. -I LEGEND J III-III I I I_I I I=III=III=III- 1, FINAL GRADE (oil - I I-III-I I - 2. SLEEVE (IF REQUIRED) MIN IRRIGATION 3. LATERAL LINE 1 � 2 3 � 4. MAINLINE OR SLEEVE DETAILS 2 1 (2) PER TREE LEGEND 5. CONTROL WIRE III � NOTE: NOTES: 1. FINAL GRADE NOTE: 1. INSTALL TAN VALVE BOX SUCH THAT . I I=1 THE TOP OF THE COVER IS 2" -I I - I - -) ALL SLEEVES TO BE PVC. SCH. 60 AND TWO AND ONE 2. PLASTIC TAN VALVE BOX WITH ABOVE FINISH GRADE IN GROUND 1. ALL PLASTIC PIPING TO BE SNAKED 5. SEE IRRIGATION SPECIFICATIONS O HALF (2112) TIMES THE DIA. OF THE WORKING PIPE. LOCKING LID MARKED "B.V." COVER AREAS AND FLUSH WITH IN TRENCHES FOR BACKFILL AND COMPACTION I_ 3. BALL VALVE CONCRETE AND TURF AREAS REQUIREMENTS 2. BUNDLE AND TAPE WIRING AT 10 ALL SLEEVES TO RUN A MIN. OF 12 BEYOND NARDSCAPE(o EDGES. 4, ONE CUBIC FT. OF 3/4" CRUSHED INTERVALS ro. PIPE DEPTH FOR 2112" DIA. AND ROCK LARGER SHALL BE 24" SHALLOW (1) GLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND 3. TIE A LOOSE 20' LOOP IN WIRING UNDER WALKS AND DRIVES. 5. PVC MAIN LINE AT CHANGE OF DIRECTION GREATER 'I. PIPE DEPTH FOR 2" DIA. AND SECTION F. T.O.E. NIPPLE THAN 30'. UNTIE ALL LOOPS AFTER SMALLER SHALL BE 18" PLAN VIEW I. PVC MALE ADAPTOR (2 ALL CONNECTIONS HAVE BEEN MADE REQUIRED) S. PIPE DEPTH FOR NON-PRESSURE 4. INSTALL ALL CONTROL WIRE ON THE LATERAL LINES SHALL BE 12" UNDERSIDE OF THE MAIN LINE PIPE LEGEND 1. BUBBLER HEAD PER LEGEND. 4. FINAL GRADE. sLe V I NG NTs E � �� � VALVE NTs B TR NCB ING NTs INSTALL ON 1/2" PVC SCH 80 RISER. 5. NATIVE SOIL BACKFILL MIX 2, CLASS 200 PVC LATERAL TO 6, ROOT BALL. BUBBLER HEAD. -7. UNDISTURBED NATIVE SOIL. 3. CLASS 200 LATERAL FROM VALVE. Mum 1 -o i LEGEND B U B B Lm R _ T R © 2004 Architects Orange These plans are copyright protected. Under MEW 1 1. WALL MOUNT CONTROLLER - REFER such protection unauthorized use is not permitted. 3 5 3" TT f=. ALL SIDES TO PLAN FOR SIZE AND LOCATION. These plans shall not be reproduced or used 0 INSTALL PER MANUFACTURER'S without written permission by Architects orange. 3 RECOMMENDAT IONS 03 oop o 2 2. VANDAL-RESISTANT ENCLOSURE D A T E (0�00 0 0 0 o p N (REFER TO LEGEND FOR MODEL 0 8 NO.) xX Plan Check 00 00 DODO 00 @?J�cSb cP 3. 120 VOLT ON-OFF SWITCH XX Bid Set 9 8 12 3 4. 3" DIA. CONDUIT FOR CONTROL XX Permit 3 WIRES A4143 Project Number 1Q TAN PLASTIC VALVE BOX WITH O 4 LOCKING COVER MARKED "RCV" UNION 5. 120 Y.A.C. CONDUIT Drawing Name ® . 4-24-06 1/2" IN TURF AREAS, 1" IN SHRUB PVC SCH 40 FEMALE ADAPTER Plot Date A45 ® PYC NON-PRESSURE PIPE. NOTE: 1. ALL WIRES TO BE INSTALLED - - 5 CONTRACTOR SHALL SUBMIT TO THE ® PVC SCH 50 NIPPLE(LENGTH PER LOCAL CODE. - WATERPROOF WIRE CONNECTOR - ENGINEER FOR APPROVAL, PRIOR TO AS REQUIRED. A SCOTCH SEAL, GEL-TITS, SNAP-TITS PURCHASE, TYPE OF WATERPROOF 11 PVC SCH 40 TEE (6XSXS) 2. CONTRACTOR TO PROVIDE 0 OR PEN-TITE. INSTALL PER CONNECTION THAT WILL BE USED. OR ELL (5xS) ON MAINLINE. �✓' VANDAL-PROOF ENCLOSURE A MANUFACTURER'S RECOMMENDATIONS (4) 12 PROVIDE TWO FOOT COIL EXPANSION CRUSHED ROCK SHALL COVER VALVE AT EACH WIRE CONNECTOR IN VALVE BOX PIPE OPENINGS TO PREVENT 0 BOX AND COIL WIRES SOIL ENTRY Q REMOTE CONTROL VALVE. @ PVC PRESSURE PIPE. LOW VOLTAGE WIRING © SOLENOID. ® FINAL GRADE NOTE: USE CLASS 315 PVC PIPE AND SCH SO PVC FITTINGS FOR SIZE 2" AND GREATER. USE SCH 40 PVC PIPE AND FITTINGS FOR SIZE ��� � I'�2" OR LEGS. TWIST OR CRIMP WIRE CONNECTOR. C � AT 1 C CONT ®L L NTs S H E 1. FINAL GRADE E T INSTALL PER MANUFACTURER'S 2. EMITTER TO BE INSTALLED PROVIDE ONE CONTROLLER/VALVE ID TAG PER VALVE. ID TAGS RECOMMENDATIONS 3" ABOVE FINISH GRADE SHALL BE POLYURETHANE 21/4" X 23/4" MIN. WITH II BLACK These plans have been reviewed* by the Coachella Valley Water District in LETTER ON CONTRASTING BACKGROUND. accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, 3. le" POLYETHYLENE RISER Section 65597 et seq. requiring efficient landscape and irrigation design in CLOSE NIPPLES SHALL NOT BE USED cooperation with the local governing agency (City or County). 4. 1/2" THREADED BASE *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and 5. PVC SCHEDULE 40 TEE permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an BURIED MIN. 12" BELOW GRADE encroachment permit from CVWD. Date , Water Management Specialist LORE COIN CTIO & NTs DRIP MITT R NTs F CONTRO1� VALVE NTs Development Services Supervisor i, I. GENERAL A. Permits and Fees We hereby guarantee that the sprinkler irrigqation system we have Furnished and installed I. Full Port Ball Valves is free From defects In materials and workmZnship, dnd the work has been completed in 3. Install all assemblies sppeciFied herein in accordance with respective detail. In accordance with the drawingqs and notes. We aq ree to repairor replace any defects in 1. Ball valves 3" and smaller shall be 125 Ib. SWP bronze ate valves with screw-in absence of detail drawin s or specifications pertaining to specific items The Contractor shall obtain and pay for any and all, building permits as required. materials or workmanship inE f !: cluding settling of backfilled areas below rade, which may q required to complete worn-Te, perform such work in accordance with industry y bonnet, non-rising stem and solid wedge dlac, and shall conform to Federal standards. develop Burin the period of one ear tom date of acts tance an also to repair or Specification WW V-54, Type I, Class B. Manufacturer's Directions replace any dma e resulting From the repairing or replacin�of such d facts at no additional cost o the Own�r. We shall make such repairs or replacements within �2 hours 2. Ball Valves 3" and smaller shall bave threaded ends and shall beequipped with 4. PVC pipe and fittings shall be thorou hly cleaned of dirt, dust and moisture Manufacturers Directions and detailed drawings sha II be followed in all cases where qq qq g of notification that repair work is necessary. In time, after receipt of written notice Frombefore installation. Installation and soTvent welding methods shall be as the manufacturer Of articles used furnishes directions covering points not shown In pa a bronze hand wheel. recommended by the pipe and Fitting manufacturer. the drawings and notes. g p the Owner, we authorize the Owner to proceed to have said repairs or replacements A made at our expense and we will pay the costs and charges therefore upon demand. 3. Ball valves 3" and smaller shall be similar to those manufactured b Nibco (T-113 R C H I T E C T S Series) or approved equal, y 5. On PVC to metal connections, the Contractor shall work the metal connections Q R A N G E C. Ordinances and Regulations first. Teflon tope, or approved equal, shall be used on all threaded PVC to J. Control Wiring PVC and on all threaded PVC to metal ,joints. Light wrench pressure is all that All local, municipal and State laws, rules and orregulations Into overnin or relating to an i9 required. Where threaded P'YC connections are required, Use threaded PVC 144 North Orange Street•Orange,CaNtomla92866.7148398860 p � g � y Project: g adapters into which the pipe may be welded. corps c3F their prop work are hereby tried or pad rnta and made a part of here i. The electrical system shall be installed in accordance with the National Electrical p p y . � notes and their provisions shall be carried out by the Contractor. Anything contained Code most in these notes shall not be construed to conflict with an Of the above rules and t recently adopted b the City. Connections between the automatic regulations Or requirements of the same. However, when these notes call for or Location: controllers ane the electric control valves shall be made with direct burial copper H. Line Clearance describe materials, workmanship or construction of a better quality, higher standard, with AU�G-U.F. 600 volt. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for All lines shall have a minimum clearance of roll from each other and from lines of other = R. DALE or larger size than is required y the above rules and regulations, the provisions of Signed: each automatic controller, install in accordance with valve manufacturer's trades. Parallel lines shall not be installed direct) over one another. q these notes shall take precedence, y s Contractor specifications and wire chart. In no case shall wire size be less than No. 14, b �������® I. Automatic Controller D. Explanation of Drawings Address: 2. Wiring shall occupy the same trench and shall be installed a long the same route as pressure supply or lateral lines wherever possible. Install as per manufacturer's instruction. Remote control valves Ives shall Il be connected LAND 5 C A P E to controller in numerical sequence as shown on the drawings. i. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, ARCH 0 t T E C T sleeves, etc., which may be required. The Contractor shall carefully investsg a�e the Phone: 3. Where more than one wire is placed to a trench, the wiring shall be taped together structural and finished conditions affecting all of his work and plan his worl-c at intervals of 10 Feet. J. High Voltage Wiring For Automatic Controller 27601 FORBES ROAD SUITE 50 � accordingly furnishings such as fittingc�s, etc., as may be required to meet such 1. 120-volt over connection to the automatic NIGUEL, CALIFORNIA 92677 conditions. Drawings are generally 31aerammati . and indicative of the work to be 4. An expansion curl should be provided within 3 feet of each wire connection and at p controller shall be provided b the s4s LAGUNAA NI 7 Date of Acceptance: each change in direction. Expansion curls shall be formed byy strapping at least Irrigation Contractor. y ( ) 92 5 FAX (949) 367-9321 installed. The work shall be installed in such a manner as to avoid conflicts between Five (5) turns of wire around a 1" diameter pipe, the withdrawing the pipe. Irrigation systems, planting and architectural features. 2. All electrical work shall conform to local cod Ill, MATERIALS es, ordinances and union authorities 2. The Contractor shall not willfuii install the irrigation system as shown on the drawings 5. Field splices between the automatic controller and electrical control valves will have jurisdiction. _ when it is obvious in the field hat unknown obstructions, erade differences, or not be allowed without prior approval of Owner and/or City. ND SC A. Genera l: Use only new materials of brands and types noted on drawings, K. Remote Control Valves F, A,0 discrepancies in area dimensions exist that may not have been considered in specified herein, or approved equals. yp g 6. All Splices shall be made with Scotch-Lok No.35-76 Connector Seaiinq Packs, H FIE -9 j engineering. Such obstruction of difference s�ould be brougqht to the attention of p q the Owner or Landscape Architect as soon as possible. In tPie event this notification Pen-Tits wire connector or approved equal. Use one connector seaTin pack P p B. PVC Pressure Main Line Pipe and Fittings for each splice. g p Install where shown on the drawings and details. When grouped to ether allow at is not performed the rrigation Contractor shall assume full responsibility for any least 12" between valves. Install each remote control valve in a se stare valve b c7 ox. w C) revision necessary. I. Solvent welded type pressure main line piping for sizes 2" and larger K. Automatic Controller L. Flushing of System --a IL SUBMITTALS: shall be PVC Class 3 5. g y i na ur The automatic controller shall have the minimum number of stations as indicated on the 1. After all new sprinkler pipe lines and risers are in place and connected, all 2 s/os A. Material List 2. Pipe shall be made from NSF approved Type I, Grade I PVC compound drawingqs and shall be completely automatic in operation. It shall electronically start nscessar diversion work has been completed, a Dat conforming to ASTM resin specification D-1i84. All pipe must meet the hips an cycle and completely time the individual stations. Controller and yy p d, and prior to installation of i. The Contractor shall furnish the articles, a uippment, materials or processes specified requirements as set forth in Federal Sppecification PS-22-i0, with an valve shale be as stated in the Irrigation tim legend, sprinkler heads, the control valves shall be opened and a full head of water v1 by name in the drawings and notes. NO sugbstrtution will be allowd without the written appropriate standard dimension (S.D.R.), solvent-weld pipe, used to flush out the system. Dae L. Outdoor Automatic Controller Enclosure 2. Sprinkler heads shall be installed only after Flushin of the system has been eCF CA0_ 0 approval by Owner or Landscape Architect. 3. Pressure main line piping For sizes 1-1/2" and smaller shall be PVC accomplished cc�{ schedule 40 with solvent-welded Joints. p shed to the complete satisfaction of the owner. 2. Equipment or materials installed or furnished without prior approval of the Ower or I. All automatic sprinkler controllers installed outside of a building shall be wall- Landscape Architect may be rejected and the Contractor required to remove such 4. Pi a shall be made from NSF approved T ppe I, Grade I PVC compound mounted within a vandal resistant automatic controller enclosure. M. Sprinkler Heads i materials from the site at his own expense. conforming to ASTM resin specification 1��5. All ppippe must meet p p D/NAH SHORE requirements set forth in Federal Specification PS-22--i0. (Solvent-weld 2. The outdoor controller enclosure shall be as specified in the drawings. Enclosures 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be 3. Manufacturer's warranties shall not relieve the Contractor Of his liability under the pips). shall be equipped with an on/off switch for 120-volt power supply to controller. installed shall be equivalent in all-respects to those itemizedd on plans and in ..:guarantee. Such warranties shall Only supplement the guaranteed details. BUSINESS PARK 5, PVC Fittings fittins shall be Schedule 40, 1-2, II-1 NSF approved M. Control Valve Boxes 8. Record and As-Built Drawings conforming to meet ASTM test procedure D-2466 as manufactured by 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no Dura industries. I. Use V X 24" round box for all ball valves, case shall the spacing exceed the maximum recommended b the manufacturer. Brooks (or approved equal), with p g y 1. The Contractor shall provide and keepup-to-date complete as-built drawings tan bolt-down cover. p 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall N. Field Quality Control indicarinc� location, sizes, and kinds of equipment installed. Prints fo this per ose be of a and installation method prescribed b the manufacturer. 2. Use 9 1/2" X " may be obtained from the Landscape Architect at cost. This set of drawings shall type p y urer. is X it rectangular box with tan bolt-down cover for all electrical PALM DESERT kept on the site and shall be used only as a record set. As-built drawings shall control valves, Carson Industries 141ro-128 or approved equal. 1. Adjustment of the system be prepared by the Contractor. -1. All PVC pipe must bear the following markings: 2. a, the Contractor shall Flush and adjust all sprinkler heads for optimum L-00PA RNIA a. Manufacturer's name. IV. INSTALLATION PROCEDURES performance and to prevent possible overspray onto walks, roadways, and These drawings shall also serve as work progress sheets, and the Contractor sha I1 buildings make neat and legible notations thereon Bail'yy as the work proceeds, showing the work b. Nominal pipe size. A. Site Cartdittons as it is actually Installed. These drawin s shall be avaitabis at all times for review p p b If it is determined that adjustments to the irrigation equipment will provide and shall be kept in a location designs ed by the Owner or Landscape Architect. c, Schedule or Class. 1. Exercise extreme care in excavating and working near existing utilities. Contractor proper and more adequate coverage, the Contractor shall be responsible for damages to utilities whit q g shall make such 3. Before the date of the final observation, the Contractor shall transfer all information p q h are caused by his operations adjustments prior to planting. Adjustments may also include changes in nozzle TENTATIVE PARCEL from the "as-built" prints to an ozalid sepia m or neglect. Check existin uttTity drawings for existing utility locations. Call sizes and degrees of arc as required.Architect. All work shall be neat, in ink and sub g ylar, procured from the Landscape d. Pressure rating in P.S.I.ject to approval of the Owner. le, NSF (National Sanitation Foundation) pp Underground Service Alsr� 48 hours prior to digging - (800) 422-4133. approval. c. Loweringq raised sprinkler heads by the Contractor shall be accomplished MAP NO. 33736 2. Coordinate installation of the sprinkler irrigc{ation materials, including pipe, so within 10-clays after notification by Owner. 4. The Contractor shall dimension From two permanent points of reference, building there shall be NO interference with the utilities or other construction or difficulty corners, sidewalks or road intersections, etc., the location of the following items: F. Date of Extrusion. in planting tress shrubs and ground p g g and covers. d. All sprinkler heads shall be set perpendicular to finished grades unless 73800 738+03 73806 U.P.C. Shield Logo (IAPMO A rovaI). otherwise designated on the plans. , , , a. Connection to existing water lines and meters. g g pp 3. The Contractor shall carefully check all grades r0 satisy himself, that he may safely 8. All firrin s shall bear the Manufacturer's name or trademark, material proceed before starting work on the sprinkler Irrigation system. 2. Testing of irrigation system 73809, 73812, 73815, b. Connection to existing electrical power. designation, size, applicable LP.S. schedule and NSF seal of approval. c. Gate Valves. B. Water Sup ply 7 a. The Contractor shall request the resents of the owner at least 48 hours 3818, 73821, 73824, C. PVC Non-Pressers Lateral Lins Piping pp y (two working days) in advance of testing. 73827, and d. Routing Of sprinkler pressure. lines (dimension max. 1. Sprinkler irrigqation system shall be connected to water supply points of connection + i. Non-pressure buried lateral line piping shall be PVC Class 200 with as indicatecTon the drawings. b. Test all pressure lines under h drostatic pressure of 15m lbs. per square inch 73830 Dinah Shore 100 feet along routing), p and prove watertight. Testin of pressure main lines shall occur riot to solvent-weld joints. installation of electrical control valves. p s. Sprinkler control valves. 2, Connections shall be made at approximats locations as shown on drawings. 2. Pipe shall be made from NSF approved, type 1, Grade 11 PVC compound Contractor is responsible for minor changes caused by actual site conditions. c. All 1 in F. Routing of control wiring, conforming to ATEM resin specification D-ii84. All pipe must meet p p e under paved areas shall be tested under hydrostatic pressure of requirements set forth in Federal Specification Pe-22-10 with an appropriate C. Electrical Supply 150 Ibs per square inch and proved watertight prior to paving. Palm Desert Associates g. Quick coupling valves. standard dimension ratio. 1. Electrical connections for automatic controller shall be made to electrical points d. Sustain pressure in lines For not less than 2 hours. If leaks develop, replacs 30398 Esperanza 3. Except as noted in paragraphs i and 2 and part B of this section, all of connection as indicated on the drawings, p joints and repeat test until entire system is proved watertight. h. Other related equipment as directed by Owner. requirements for non-pressure lateral line pipe and fittings shall be the same Rancho Santa Margarita as for solvent-weld pressure main line pipe and Fittings as set forth in 2. Connections shall be made at approximate proximate locations as shown on drawinq s. e. All hydrostatic tests shall be made only in the presence Of the Owner or his 5. On or before the date of the final approval, the Contractor shall deliver one set of art B of this section, t Authorized Representative. No pipe 9-hall be backfilled until it has been California 92688 pp p Contractor is responsible for minor changes caused by actual site conditions. inspected, tested and approved. sepia m late of "as-built" plans to the Owner. Delivery of the sepias will not relieve the Contractor of the responsibility of furnishing required information that may be 4. Non-pressure lateral line piping installed on slope surface shall be UVR-PVC D. Trenching 949.635. 1970 Omitted from the prints. schedule 40. Pipe shall be PVC 1120, Tyyppe I, Grade I, manufactured in F. Contractor shall furnish necessary force pump and all other test equipment,accordance with ASTM designation D-iT85. Pipe shall be manufactured by i. Dig trenches straight and support pipe continuous)y on bottom Of trench. Lay C. Controller Charts Brownline Pipe Company or equal, pipe to an evengrade. Trenching excavation shall-follow layout indicated on When the sprinkler irri anon system is completed, perform a drawings and as noted. g p g y p , coverage test in the presence of the Owner or his Authorized 1. "As-built" drawingqs shall be prepared byy the Contractor and drawings shall be 5. Fttttn s shall be UVR-PVC 1120, Type 1, Grade I, manufactured in accordance Repressntativs to determine if the water covers e for planting approved by tPie Owner befor the con roller charts are prepared. with ,ASTM dselgriatlon D-2246. Fittings shall be Sch. 40, and manufactured 2. Provide a minimum of 24" of cover for all pressure supply lines 3 and 4 in size. areas is complete and adequate. Furnishqq p g all mater3"a le and perform IRRIGATION by Brownline Pips Company Or squat 3. Provide for a minimum of 24" of cover for all pressures supply lines 2-1/2" and all work requiired to corre q an inadequacies of coverage due to 2. Provide one controller chart for each controller supplied. smaller. p pp y deviations from plan, or where is s stem has been willful) installed 6. Solvent cement shall be Brownline Bond-Title Cement, or equal, conforming as indicated iainsf on the y y to the requirements of ASTM desi nation D-2564. A I an approveddrawings when if is obvious) inade uate without 3.- the chart shall show the area controlled by the automatic controller and shall be the q p ppg cc�{ - SPECIFICATIONS p y 4, Provide for a minimum cover of 12" for all non-pressers lines. bringing this to the attention of the Owner. This set sha"I be maximum size which the controller door will allow. primer prior to the application of rownline Bond-Title Solvent Cement accomp'lishsd befits any ground cover is planted. when Joining UVR-PVC pipe and fitting connections. " 4. The chart is to be a reduced drawing of the actual "as-built" s stem. However, in the 5. Provide for a minimum cover of 18 for all wiring. h, Upon completion Of each hale of work, the entire system shall be event the controller sequence is not legible when the drawing s reduced, it shall be -1. Riser adsptern shall be of UVR-PVC material with cocking screws and shall E. Backfilling tested and adjusted t0 meet site requirements. enlarged to a size that will be readable when reduced. be Brownline No. SHR-550, SRA-500, or SRA-100, or equal. 5. The chart shall be a blackline or blusline ozalid print and a different color shall be D. Brass Pipe Fittings 1. The trenches shall not be backfilied until all required tests are performed. O. Field Observation Schedule used to indicate the area of coverage for eahc station. Trenches shall be carefully backfiiled with the excavated materials approved for 1. Contractor shall be responsible For notif in backFillin consisting of earth, loam, sand cis , sand or other approved materials, p y g Owner in advance for the i. Where indicated On the drawin s, use red brass screwed pipe conforming 9 y pp following field Oveervations according to the time indicated- Pieces When tom leted and approved, the chart shall be hermetically scaled between two to Federal Specification No. free from lar a clo s of earth or stones. ackfill shall be mechanically compacted g g h p . y p -P-351. in landscapes areas to a dry dsnsit equal to adjacent undisturbed soil in a pieces o plastic, each piece being a minimum Of 5 mil thick g p lanttn areas. Backfill will conform o adjacent grades without dips, sunken areas, Pre-Job conference - 2 days prior notice 2. Firtincc{{s shall be red brass conforming to Federal S ecificatton � g No. WCO-P-460. umps or other surface irregularities. b. Pressers supply line installation and testing - 2 days riot notice �. These charts shall be completed and approved prior to final field observation of g y p the irrigation system. E. Copper Pipe Fittings 2. A fine granular material backfill will be initial) laced on all lines. No foreign q " initially matter larger than 1/2 in size will be permitted in the initial bar g C. Coverage tests - 2 days prior notice D. operation and Maintenance Manua Is 1. Copper pipe shall be type 'K', hard tempered ASTM B88 and fittings shall d. Final field observation - 2 days riot notice be wrought solder joint type in accordance with ANSI 516,22. 3. Flooding of trenches will be permitted Only with approval of Owner and/or City. y p t ce i. Prepare and deliver to the Owner within ten calendar da s pprior to completion of g j yp construction, two hard cover binders with three rings con"dining the following P. Maintenance Information- 2. Joints shall be soldered with silver solder, 459* silver, 159. copper, 16% zinc, 4. if settling occurs and subsequent adjustments in pipe, valves sprinkler heads 249. cadmium and solidus at 1,125 F, conforming at ASTM B 206 annd Federal lawn Or plantine, or other construction are necessary, the Contractor shall make all 1. The entire s rinkler lrriation system shall be under full operation for a a. Index sheet stating Contractor's address and telephone number, list of equipmenmt Specification QQB 00655. required adjusments without cost to Owner. period ofp'I days prior to any planting. with names and addresses of local manufacturer's representatives. F. Thrust Blocks F. Trenchingand Backfill Under Paving g b 2. The Owner reserves the right to waive or shorten the operation period. . Catalog and parts sheets of every type of material and equipment installed. 1. Thrust blocks for rang-rite pipe shall be of size and type required b the i. Trenches located under areas where aving asphaltic concrete or concrete will yp q y p l p " 3. Landscape irrigation system shall be Fully maintained by the Contractor c. Guarantee statement, manufacturers installation guide. be installed shall be backFiiled with sand ('a layer 6 below the pipe and 3 for a period oi' 90 days prior to final acceptance by the Owner.. This above the Pipe) and compacted to equal the compaction of the existing period may be extended if the maintenance provisions are not met. d. Complete operating and maintenance instruction on all major equipment. 2. Form thrust blocks in such a manner to prevent any concrete from coming in adjacent undisturbed soil and shall be left in a firm unyielding condition. All contact with the pipe. Thrust blocks shall be between solid soil and the trenches shall be left flush with the adjoining grade. The Sprinkler Irrigation Q. Glean - u 2. In addition to the above mentioned maintenance manuals, provide the appropriate fitting. Contractor shall set in place, cap and pressure test all piping under paving prior p t0 the paving work Glean-up shall be made as each portion of work pre presses. Refuse and maintenance personnel with instructions for major equipment. G. Quick Coupling Valves excess dirt shall be removed from the site, all walks nd paving shall 2. Generally, piping under existing walks is done byy Jacklnc� borin or h draulic Ic E. Equipment t0 be Furnished 1. Quick coupling valves shall have a one or two piece bod designed for y g , kj and/or g y broomed or washed down, any damsgs sustained on the work of other y drivinc{ where an cutting or breaking of sidewa or concrete is necessary, trades shall be repaired to original'conditions. working pressure of 150 P.S.(. operable with quick coupler Tesy or swivel key. it sha be done and replaced by the Contractor as part of the contract cost. I. Supply the appropriate maintenance personnel with the following tools: Permission to cut or break sidewalks and/or concrets shall be obtained from e. Final Field Observation Prior to Acceptance 2. Quick coupling valves shall be per detail. the Owner and/or City. No hydraulic driving will be permitted under concrete a. Two sets of special tools required for removing, disassembling and adjusting paving or A.C. paving. 1. The Contractor shall operate each sc�stem in its entirety for the Owner each type of sprinkler and valve supplied. H. Backflow Prevention Units 3. Provide or Authorized ha Representative at ti me of final fluid inspection. Any Items the a rs ats bass for all pressure and non ressurs i to installed under deemed not acceptableshall be reworksd to the complete satisfaction b. Two keys for each automatic controller. 1, Wye Strainers or backflow prevention units shall have a bronzed screwed cog g p p p p g of the Owner. " ll asphaltic concrete paving. All sleeves under paving shall be Schedule 40 PVC. bod for sizes 2 and smaller and 125 lb. cast iron flanged body for sizes 2. The Contractor shall show evidence that the Owner has received all © 2004ArchitectsOrange valves installed. 2 1/2 and largqer. All wyye strainers shall have a minimum ed equal. morsel G. Assemblies accessories, charts, record drawings and equipment as required These plans are copyright protected. Under screen and sl=ia II be similar- to Hayward No. 12 or approved aqua I, before final field ob servation can occur. such protection unauthorized use is not permitted. . e above mentioned equipment shall be turned Over to the Owner at the conclusion OF 1. ROutlnc{ of sprinkler irrigation lines as indicated on the drawingqs is diagrammatic. These prone shall not be reproduced or used the project before final site observation can occur. Install Tines (and various assemblies) in such a manner as to co-Torm with the End of maintenance shall occur only on the written acceptance by F. Handling of PVC Pipe Fittings details per plans. the Owner.3. Without Written permission by Architects Orange. with its own D A T E The Contractor is cautioned to exercise cars in handling, loading, unloading and storing 2. Install NO multiple assemblies on plastic lines. Provide each assembly outlet.of PVC Fittings. All PVC pipe shall lie flat so as not to subject it to undue bendingoff` concentrate external load at anyy point. Any section of pipe that has been dentsol or XX damaged will be discarded and, Tf installed, shall bs replaced with new piping. Pipe and Plan Check Fittings shall not be stored in direct sunlight. XX Bid Set G. Guarantee XX Permit 1. The guarantee for the sprinkler irrigation system shall be made in accordance with the A4143 Project Number attached form. 2. A copy of the guarantee form shall be included in the operations and maintenance Drawing Name. manes i. 4-24-06 Plot Date 3. The guarantee form shall be retyped onto the Contractor's letterhead and must contain A A 0 0 0 A S H E E T 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 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. L212 Date Water Management Specialist Development Services Supervisor R C H I T E C T S R A N G E 144 North Orange St-et•Orange,California 92866 714 639-9860 R. DALE SAD RO HAMELD L'� G RACLANDSCAPE I d � ARCHITECT N PA 27601 FORGES ROAD SUITE 50 N1 LAGUNA NIGUEL, CALIFORNIA 92677 0 (949) 367-9275 FAX (949) 367-9321 FL,4NTINr-::; LEGEND PN D S c4,,,) HA F1 6YM BOTANICAL NAME COMMON NAME SIZE REMARKS QTY. WATER USE PLANT FACTOR TREES BLOCK WALL PER ARCN7ITgEjC-T�fC=OLANS Sign re 2/28/ ACACIA ANEURA MULGA 24" BOX SINGLE 18 LOU) 0.20 Rer,(ewal a e LOW 51RANCHING Ln OF 4 AL1F0 ACACIA STENOPHYLLA SHOESTRINC-s ACACIA 24" BOX SINGLE LOW/MOD 0.20 - p° e - o LOW BRANCHING DINAH SHORE L 4/ - BLDG. ffo ACACIA WILLARDIANA PALO 5LANCO 24" 50X SINGLE I ro LOW/MO 0,20 4y 882 S.F. BUSINESS PARK 0 (Ei 0 L LOW BRANCHING L L F CERCIDIUM FLORIDUM BLUE PALO VERDE 50X MULTI gLOW 0.20 a LOW BRANCHING PALM DESERT fo"' A U 0 DAL5ERGIA 516500 515500 TREE %....tILIFORNIA 24" 5OX SINGLE 33 MOD. 0.50 LOU) BRANCHING LAGERSTROEMIA INDICA CRAPE MYRTLE 241, SOX LWLEIN 0 H #5 'WATERMELON RED' 31 LOW/MOD. 0.50 TENTATIVE PARCEL OBRANCHING ° � D p BLDG. BLDG. #7 % MAP NO. 33736 0 51320 S.F. PISTACIA CHINENSIS CHINESE PISTACHE 24" 5OX 5.596 S.F. SINGLE 5 MOD. 0,50 LOW BRANCHING x T— 73800, 73803, 73806, 2 SHRU56 @ 73809, 73812, 73815, 73818, 73821, 73824, 0 73827, and 0 AM5ROSIA DUMOSA WHITE 5URSAGE 5 GAL. 4'-0 O.C. 123 LOW 0.20 5 n�w BLDG. #11 73830 Dinah Shore 5 6,582 S.F. A BOUGAINVILLEA 'LA JOLLA' 5OUGAINVILLE 5 GAL, 51-011 45 MOD, 0.50 T— L Palm Desert Associates' CAE5ALPINA PULCHERRIMA 30398 Esperanza RED 51RD OF PARADISE 5 GAL, O.C. 45 MOD. 0.50 BLDG. X' D n J Ra cho Santa Margarita T CHRY5ACTINIA MEXICANA DAMIANITA 1 GAL, 2'-0 O.C. 28B LOW 0.50 California 92688 0 4Y910 S.F. @ 949.635. 1970 0 0 DALEA GREGGII 0 TRAILING INDIGO 5USH I GAL. LOW 0.20 T PLANTING FOUQUIERIA SPLENDENS OCOTILLO 6-1 CANES AS SHOWN 10 LOW 0.20 @ MIN. a' HIGH L Cf, 5 N- 0 x U 0 + --r PLAN 0 0 HESPERALOE PARvIFOLIA RED YUCCA 5 GAL. 01 As SHOWN 119>1 LOW 0.20 O 0104 0 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. 51-01, O.C. 3 ro LOW 0-20 U E1 -0' OENOTHERA CAE5PITOSA WHITE-TUFTED EVENING L I GAL. 2'-0 O.C. 231 MOD, 0.50 PRIMROSE .11. 0 VINES V MACFADYENA UNGUIS-CATI CAT'S CLAW 0 rp GAL, AS SHOWN LOW 0.20 0 c GROUNDCOVERS � �4 x IT—r x BLDG. r LANDSCAPE BOULDERS. MIN. 2411 DIA., MAX. 4611 DIA. COLOR; 'MOJAVE GOLD'. INSTALL PER DETAIL SHEET L41 O ROCK AREAS - INSTALL ROCK 4"4o" SIZE, COLOR. 'MOJAVE GOLD' TO MATCH 50ULDERS. NO DECOMPOSED GRANITE 3/0" + 119- PINES COLOR. 'MOJAVE GOLD'. DECOMPOSED GRANITE TO 5E WETTED, ROLLED, P SYM50L 0 @ 0 AND COMPACTED TO A 211 MIN. LAYER IN ALL PLANTING AREAS. ALL OF THE A50VE 50ULDERS, ROC< AND DECOMPOSED GRANITE AvAILA5LE FROM KRC Ror—<, SAN MARCOS, CA. CONTACT PERSON; RANDY JURGENSEN AT (160) -144-1036 EXT 214, 0 1-4 @° BLDG, #9 BLDG. #10 L NOTES: 5y 512 S.F. C' , CONTRACTOR TO VERIFY ALL UTILITIES AND EXISTING CONDITIONS IN FIELD PRIOR 0 CONSTRUCTION. 41637 S.F. R T (D 2004 Architects Orange BLDG. These pOns are copyright protected. Under l4 2. ALL PLANTING AND IRRIGATION TO COMPLY WITH THE CITY OF PALM DESERT LANDSCAPE Ul ELINES. such protection unauthorized use is not permitted, 1- RGUIDELINES. CrT- These plans shall not be reproduced or used 5, 127 S.F. 3. ALL SPACINGS SHOWN ARE PER THE CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDE. without written T �4 permission by Architects Orange. 4. QUANTITIES INDICATED ARE FOR OWNER AND CITY USE ONLY. IT 15 THE RESPONS151LITY OF THE CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. QUANTITIES SHOWN A50vE ARE FOR THE ENTIRE PROJECT r— SI TE. D A T E xx Plan Check xx Bid Set MENNEENEENNEENNE mom ONE xx 7 E E 0 E E N NEON Permit MCE A4143 jj MATCHLINE E SHEET L3.2 Project Number APPROVED Drawing Name X, 0 4-24-06 plot Date 0 3 . BY GATE: 2�, LC A A A A S H E E T 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 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 an encroachment permit from CVWD. REFER TO SHEET L4,1 FOR PLANTING DET,41L.5 0 20 40 60 Date ,AND SPECIFICATIONS. Water Management specialist 1'�--2W-0" Development Services Supervisor WIACI 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 �---=---� 'PP 8 P square feet o f planted area and watered in thoroughly such that soils are wet to a minimum depth of 12"at least once i WA'rF,-R AN1)LANI)SC'A1-F�VONSJTLTAN'rl►i prior to planting. MATCHLINE - E SHEET L3 GRO POWER GRO POWER ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 I METHOD 5-3-1 12-8-8 StJLFUR ►!``' 1,,; N � �__ , November 20, 2005 Cross Rip 350 tbs 20 tbs 20 tbs , x ARCH ITEC T ,�, i i shall be added direct) into the hydroseed shirr and applied ', , O+,o + o o '�+ x '�o \V_ I� I I `�'+ D 014: c � R A N G E if materials are applied through hydroseeding process, then the same materials 'o + Y �' y pg at the following rates per L D y s _ 144 North Orange Street•Orange,California 92866.714 639 9860 1,000 square feet to non-prepared soil. (Note:If hydroseed is applied to soils that have Mr. Dale Hadfield • ■ ■ ■ ■ ■ j already been prepared with the additives noted under Broadcast or Cross Rip methods, �■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ID le Ha dfield and Associa tes Gro-Power t 4-4-9 shall be added to the hy droseed slu rry atther y rrY ate of 7 pounds per 1,040 27601 Forbes Road 4 square feet of prepared soil surface and the following hydroseed material applications a - L • • L � o • L • � G 1 Suite 50 would not apply in addition to the 14-4-9) q - Laguna Niguel,CA 92677 O � •e R. LEA E �� GRO POWER GRO POWER D ° ° g DFI LD O • 1 kk -- L METHOD 5-3-1 12-8-8 SULFUR � E ,= � 1 RE. SEVERSON INDUSTRIAL./DINAR SHORE BUSINESS PARK PALM DESERT, Q L A N D S C A P E CA SOIL ANALYSIS AND RECOMMENDATIONS Hydroseed 35 tbs 2 tbs 0.5 tbs . ARCHITECT ' • GI � 27601 FORBES ROAD SUI Again, it is important that all broadcast or cross ripped soil additives be 8 TE 50 BLDG. �2 LAGUNA NIGUEL, CALIFORNIA 92677 Mr. Hadfield, thoroughly watered into soils offer application and prior to planting. Hydroseeded c o (949) 367-9275 FAX (949) 367-9321 1 c Ji c I s' materials shall be applied only to thoroughly moistened soils. G G ��'S87 S.F. X G G O This report is written regarding the soil sample that was sent to our firm from the C7 !-#( ` Severson Industrial/Dinah Shore Business Park project in Palm Desert, CA. The sample • was sent to A&L Western Agricultural Laboratories for horticultural suitability testing. It INSTALLATION MAINTENANCE FERTILIZATION • G PN D S Cq p G was apparent that the soil itself had a texture of silty sand,much as would be found in a H D / F 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 s • G Based on physical review of the soil sample and the laboratory analysis,the fallowing 5-3-1 shall be general broadcast over all planting areas at the rate of25 lbs.l1,000 square O _„rc, _.� ' soil and planting recommendations are provided. It must be painted out that WLC has feet. All materials shall be thoroughly irrigated into soils immediately after' fter application, o � not visited the site so our recommendations are based safely on the sample and the Iatr results. If the installation maintenance period is 90 days in duration,then Gro Power S:ta H N L O N X Release 12-8-8 in the 4 to 6 month release formulation shall be broadcast over all o ;, ' c 1 g - i i SOIL PREPARATION AND PLANTING RECOMMENDATIONS planting areas at the rate of 15 lbs./1,000 square feet between day 80 and day 85. This application would be m c ewal t pp addition to the day 45 application. All materials shall be irrigated o + � '� - ' '© � ;._ G�• c_ - o g s � ' r'. o o H . X Dat ��P Backfill soil shall be 100%native site sail that has been cleared of all debris and thoroughly into soils immediately offer application. , Y � � O. O F 0 F 0� rocks and broken up and made friable. The following additives shall be blended g N . �CALL I thoroughly into backfill soil at the time of planting and all plants shall be thoroughly If the installation maintenance period is 120 days induration.then Gro Power O ,O � g• © c _ • ,� o • watered in immediate) upon completion of installation_ G c N • i Y Po P 5-3-1 shall be general broadcast over all planting areas at the rate of 25 lbs.l1,000 square i N � O G G feet between day 85 and day 90 'on addition to the day 45 application. I c /'') J�� �,, I Y Y y pp n. All materials shall a-I • Ll Il YAi I SHORE ORE � a Caro-Power products are supplied in 50 pound bags,not bulk- The installing be irrigated thoroughly into soils immediately after application. In addition, Gro Power � G N �_ ,'�- • � _ ' -�---� __, contractor shall be required to submit empty bags upon completion of work to conform Sio Release 12-$-8 in the 4 to 6 month release f©rmulation shall be general broadcast ° BUSINESS ( /S�A/E B U.! /v SS PARK Y, _.___ g _ BLDG. #1 X ' �2 EsrAclA AvENc,� •z.AcuNA N7cuEL• CA 926'T'!•2213 QQ (949)495-5819• (800)4Ki-1734•FAX(949)498-853�t c � V V S G 5,2 F PALM DESERT w,.N w.water-andlandscapeconsuttants.coni i I � CAL I FORNIA I I I r ! a o i i I ,r'4,l --.__. _. •._-GG O �- O ..� G X /i G application. The Gro Power 5-3-1 formulation material shall contain live niicorrhiaae over all planting areas at the rate of 15 ibs.i1,000 square feet between day I 10 and 115. -- c Y; �, T c ' c _ r O ENTATIVE 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. p � MAP NO. 33736 material shall be used in the 4 to 6 nximth release farm. If either the shorter or the longer � G G G © '' ,� ,� G �o c G G release 12-8-8 formulation is desired,please contact us for appropriate recommendations N X p g c G r O" ? X r r ONGOING MAINTENANCE FERTILIZATION for use of same. The sulfur shall be applied in the flour of sulfur finely ground form. oo a Again, it is important that all material be incorporated into the soil to Gro Power 5-3-1 shall be general broadcast over all planting areas at the rate of c° © B D- o c O G G o 0 73800, 73803, 73806, rpa protect them g `o 73809 73812 73815 from sunlight and all materials shall be watered in thoroughly at least once just prior to 251bs.11,000 square feet up to two times per year,depending on level of quality of commencement r cement of l maintenance planting and/or hydroseedmg in order to stimulate release o f nutrients once required, It is recommended that applications to trees and shrubs be limited � 73818, 73821, 73824, to spring and possible fall application only. Turf, especially cool season and activation ofniicorrhi;�ae. P g Po PIj Y � P Y grasses, may require an additional two applications,over and above the two applications just noted, 73827, and CONTAINER GRO POWER GRO POWER spaced evenly during summer. SIZE 5-3-1 12-8-8 SULFUR 73830 Dinah Shore Liner I tbsp t/ tbsp Please feel free to contact us if you have any questions or if you require <._ clarification of an information provided. _ _ l gal % cup 2 tbsp 1 tbsp Y • - _ - Palm Desert Associates 303 5 gal cup 3 tbsp 2 tbsp - 98 Es eranza l5 gal 1 '/z cup '/< cup '/ cup p 24" box 3 cups 'i� cup ,z cup Rancho Santa Margarita 30" box 3 %2 cups '/ cup. '/ cup Respec fly, --� 9 i— 36" box 4 cups 1 cup 1 cup California 92688 949.6342" box 4 '/2 cups I '/ cups 1 cup 5. 1 RERIVE970 48" box 5 cups 2 cups 1 % cups �- ______— SH O54" box 6 cups 2 'lz cups 1 '/z cups Randall Ismay 60" box 6'is cups 3 cups 1 3/ cu Hai DINAH p ps rt culturist 72" box 9 cups 4 cups 2 cups 84" box 11 z cups S cups 2 '/< cups Rl/gp f L,4t� i T I NG i E� � �I 1 1 V PLANTING SYM BOTANICAL NAME COMMON NAME SIZE REMARKS _ ._ T tUATER UNT FACT __ _ __ :,. __ P . SrE PLANT ACTOR ,; If back fill soil is mass blended,then the same materials shall be added at the encs PLAN following rates per cubic yard of soil. In addition to the fallowing materials, . TREES GROUNDCOVERS GRO POWER GRO POWER, METHOD 5-3-1 12-8-8 SULFUR LANDSCAPE BOULDERS. MIN. 24" DIA., MAX. 48" DIA. COLOR: 'MOJAVE GOLD'. + ACACIA ANEURA MULGA 24" BOX SINGLE 18 LOW 0.20 INSTALL PER DETAIL SHEET L4.1. Mass Blend 10 tbs 2 tbs %a Ib LOW BRANCHING ROCK AREAS - INSTALL ROCK 4"-ro" SIZE. COLOR: 'MOJAVE GOLD' TO MATCH BOULDERS. For general broadcast of materials on the surface of soils,the same materials shall • ACACIA STENOPHYLLA SHOESTRING ACACIA 24" BOX SINGLE 8 LOW/1"IOD 0.20 DECOMPOSED GRANITE 3/S" + 11io FINES - LOW BRANCHING NES COLOR: MOJAVE GOLD'. DECOMPOSED be applied to the soils at the following rates per 1,000 square feet ofplanted area and GRANITE TO BE WETTED, O N thoroughly watered in such that soils are wet to a minimum depth of$"prior to plant R LLED, AND COMPACTED TO A 2 MIN. LAYER IN ALL installation. �\ PLANTING AREAS. � • J ACACIA WILLARDIANA PALO BLANCO 24" BOX SINGLE 1� LOW/MOD 0.20 GRO POWER GRO POWER `�-'� LOW BRANCHING ALL OF THE ABOVE BOULDERS, ROCK AND DECOMPOSED GRANITE AVAILABLE METHOD 5-3-1 12-8-8 SULFUR FROM KRC ROCK, SAN MARCOS, CA. CONTACT PERSON: RANDY JURGENSEN AT C�hO� �44-1ID36 EXT 214. Broadcast 35 tbs 2 tbs I lb CERCIDIUM FLORIDUM BLUE PALO VERDE 3l'o11 BOX MULTI S LOW 0.20 LOW BRANCHING NOTES: 1, CONTRACTOR TO VERIFY ALL UTILITIES AND EXISTING CONDITIONS IN FIELD ° DALBERGIA SIS500 SIS500 TREE 24" BOX SINGLE 33 MOD. 0.50 PRIOR TO CONSTRUCTION. LOW BRANCHING 2. ALL PLANTING AND IRRIGATION TO COMPLY WITH THE CITY OF PALM DESERT — _ LANDSCAPE GUIDELINES. • LAGERSTROEMIA INDICA CRAPE MYRTLE 24" BOX SINGLE 31 LOW/MOD. OBO 3. ALL SPACINGS SHOWN ARE PER THE CITY OF PALM DESERT LANDSCAPE A $( » WESTERN AGRICULTURAL LABORATORIES 'WATERMELON RED' LOW BRANCHING MAINTENANCE GUIDE. �naD�sO,CA 9 351 4. QUANTITIES INDICATED ARE FO 1311 WOODLANpAVFNUE,SUITE#1 • NI(?pESTO,CA 9531 • (2U9}529-4t)8t7 FAX{2U9)529-4736 R OWNER AND CITY USE ONLY. IT IS THE NUMBER: ,REPORT RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. POTLAND,OR 97RTLAND 23 PISTAGIA CHINENSIS CHINESE PISTAGHE 24" BOX SINGLE 5 MOD. ID.SID ES. - - - 1U'l:?U S.W.NIMBUS AVE.,Bt_pG 1(-9 o PflRTi_ANp OR 972:,23 • {5U3}96fi-92?.5 FAX{5U3)598w7702 QUANTITIES SHOWN ABOVE ARE FOR TH m LOW BRANCHING R E ENTIRE PROJECT SITE. GROWER: . SEND To: �.* SHRUBS SUBMITTED BY: i - O AMBROSIA DUMOSA WHITE BURSAGE 5 GAL. 4'-0" O.C. 123 LOW 0.20 SOIL ANALYSIS REPORT © 2004 Architects Orange DATE OF flEPpfli PAGE (SEE.EXPLANATION ON BACK) These pions are copyright protected. Under such protection unauthorized use is not permitted. ORGANIC H 1 ._ .. w .__._..-, ..1... ..._,. .._ _... ..F _n.. � g BOUGAINVILLEA LA JOLLA OU p p tied. p. lSA GNUS POTASSIUM LMAGNSO CALCIUM,.; 9001u1n t ! ,tIYDRO-, P' ' s t B GAINVILLEA 5 GAL. 5 -ID O.C. 45 MOD, 0.50 reproduced or used �L U1If• tYttATf1F3 I� ea.: ; 19tilL 9 These plans sha(I not be uc I T R It, Without written permission by Architects Orange. IN I RAl1E tt I _.. _ _.1 !!w!na P�rnkst .... nt ... pPmAtgR4#E _ + .._.< aam+ na .. '. tN[?RX I t0 I i; H°, t ' , I �� ` x " �"� _-� CAES L A PULCHERRIMA RED BI F A PIN RD O PARADISE 5 GAL. S'-ID" O.C. 45 MOD. 0.50 D A T E XX Plan Check j © GHRYSAGTINIA MEXICANA OAMIANITA i GAL. 2'-ID" O.C. 28J LOW 0.50 X X Bid Set t XX Permit DALEA GREGGII TRAILING INDIGO BUSH i GAL 5 0" O.C. 1 LOW ID2ID Project Number A4143 Drawing Name _i.__ 0! Plot Date t j I' -. L* . _ ... F I�iIE,R)A SPLENDENS OCOTILLO 42406 I PAIi71CLE't3E A9'lsls (o-I CANES AS SHOWN 10 LOW 0.20 y SAMPLE j�1 tA#?+�hi SU4FUR 21N�. p �� tF3t�M i�PP I ION ��� t€C1l.i1I4t E .`CHt f#NIDE J „ . I .t Zn MIN. B HIGH �w•rws ' nraerrtararcinNA s1Lr CDAY ( �rup 0 20 40 60 0 r- �'A ;, , ,` - ` -. HESPERALOE PARVIFOLIA RED YUCCA ,. . . GAL. AS SHOWN 161 LOW 0.20 _ O LEUCOP HYLLUM FRUTESCENS TEXAS RANGER 5 GAL 0" O ( 5�- . 36 LOW 0,20 _. This repott aoDfes only to the sample(e)testes.Samples are retained a I maxlmumsilhlRy days after tastiny I REFER TO SHEET L3.1 FOR PLrANTING LEGEND, Fi 0 ; A&L WESTERN AGRiC iiRAL LABORATORIES I O OENOT ERA CA S ITO� ( � H E P SA WHITE-TUFTED EVENING 1 GAL, 2'-0" O.C. 231 MOD, 0,50 REFER TO S+�EET 24.1 FOR PL�4NTINC-� DET,4ILS By PRIMROSE F ' ,'4ND 6FECfFICATIONe. "CODF.TO RAF!tM:VERY LOW(VL),LOfV jij LL.R�tth}fM).}tl�iw{RJ,VERY NIf531 LtMZ,Bh;LWE'Ni. htll'.TIn1..Y Pr1E'RE:StATS,h Pf�m S'f-0,6TU CUNVHRi fO LeS PFRACRF--?,Q '•ENR•ES71MATED NPROGEN RELEASE ^`i=TIPLY ME RESULTS!`) BY 1A TO CONVERT TO l.eS.PER ACRE KCC,WATIPLY TRERESULMN pw8Y 2 TO CQNVERT'0 Las PER ACRE CF i afFWAt.,"-9R7.i S H E E T k.t75T 3O�fi iNEIC+I TWO l71 as IC:df'OIANt?S t6Rv 14F;GRTj'tNt A;N ACB[t3F SOP�e:J 64rFL'S Df,ET' VINE - Q` AP��DVED ` These plans have been reviewed* by the Coachella Valley Water District in MAGFADYENA UNGUIS-CAT[ CAT'S CLAW 5 GAL. AS SHOWN �o LOW 0.20 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in - -j p governing agency (City or County). " cooperation with the local BY:=---- *Approval of this drawing by CVWD Staff does not constitute approval to DATE: � W encroach into district and USER Rights—of—Way. Trees, plants, walls and �.' permanent structures of any kind may not be planted or installed in 4 CVWD and USBR easements or right—of—way without first obtaining an C �y encroachment permit from CVWD. F 16 G�rVAA! 0o� ` Date , Water Management Specialist Development Services Supervisor I PANTING SPECIFICATIONS ---- _ - PAR1_1_- GENERAL Native, On-Site Soil with rock no greater than 3" in diameter 5 �r's•ft � . -- Gro Power Plus, 5-3-1 ® 15 Ibs/cy .04 Installation:1.01 Scope of Work: Iron Sulfate ® 2 Ibs/cy Plant trees and shrubs in moist soil and space as indicated on y be shall provide all materials, labor and equipment plans. bs' incidental to and necessary for completing all work, as indicated (To e used for bidding purposes onl , verify with Agronomic on the drawings, as reasonably implied, or as delineated in the Soils Test.) r� s' Specifications as follows. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such ds y"t After backfilling, construct o 1 earthen berm to form watering that soil does not crumble when removing plants from container. basin around each plant, to allow thorough water-in and ti \ 1.02 Standards: establishment. Water plant in hole prior to backfill, add soil and add water until plant is "planted" to appropriate grade. I Ol GROUND COVER/SHRUB All work and materials shall comply with PART 3 - SOIL PREPARATION AND FINISH GRADIN( LOCATION T`I'PICAL p y governing codes, safety Regrade planter areas after planting, to restore smooth finish orders, standards, and regulations, and meet the minimum 3.01 Scope of Work: grade and to insure proper surface drainage. Water 2 requirements of the Standard Specifications For Public Works immediately. FINAL GRADE (PRIOR T� DG), A R C H f T E Construction (Green Book) latest edition. � A. Provide all materials and equipment, and perform all work � 0 R A N G 1.03 Quality Assurance: necessary for and incidental to the soil preparation and 5.05 Protection: 2 3� NATIVE SITE 501L 8,40KFILL 144 North Orange Street finish grading of all planting and lawn areas as shown on g 8 orange,California szaes• A. All Contractors performing Site Development work, must be plans, as reasonably implied, or as delineated in the Erect temporary fencing or barriers to protect planted areas from UNDISTURBED NATIVE SOIL 8 specifications. damage prior to final acceptance. 'T licensed in accordance with the laws of the State of 3 6 California. 3 II B. Furnishing, placement and grading, of 2 MIN. LATER OF DECOMPOSED 9 g, topsoil for backfilling B. Contra of planters if r - ctor required. P shall P ed. PAR T T provide 6 id e WEE the q D e La ndscape AB dsc AT P a e EM i Architect ENT ct a m P and the City - G A _GRANITE _ w' TE (AFT with a list of ER CO - s M u .bcontractors and Muter PACT 10 N) Material � o Suppliers expected C. Cleaning and finish 4 ' Y LL tiCS uD ISL 9 grading of planters areas and planting 6.01 Scope of Work: -= I - - - �_- - I_I I I I-I � �-� A R. DALI to be employed during the course of construction. - - - - ® 3(0�� FROM H,4RDSC,4PE EDGES areas. - - I ' C. Contractor shall obtain and k Provide all i I keep m III aterial, equipment, and labor necessary to perform all Cj LANDS C p in force Public Liability and 3.02 Soil Amendments: work as indicated on plans, as reasonably implied, and as SECTION � � 1 Property Damage Insurance, during entire course of the = � delineated in the specifications. omc _III A R C H L T Construction Contract. The amount of insurance shall be All soil amendments shall be as specified in the Agronomic _ _ determined by City. -i -II -1 I_- --__=-=_I 27601 FORBES LAGUNA NIGUEL, CALIFORNIA 9 Suitability/Fertility soils report furnished by the Contractor. 6.02 Quality Assurance: - ROAD SUITE 5 I- I=) I I-� 11=1 I l=� D. Prior to start of site development work, the Contractor shall I--�notify the Landscape Architect and City to give starting and 3.03 Soil Preparation: A. The Applicator of all weed control materials shall be licensed (949) 367-9275 - FAX (949) 367- NOTES: completion dates. Contractor shall also supply the Landscape by the State of California as a QAC or a QAL. Architect and City with the name and telephone number of the All work on irrigation system shall be complete and inspected for �� 6.03 submittal: • PLANT MIN. 36 FROM 0 person in charge of the work. recommended approval and, fine grading completed, NARDSCAPE 9 9 p prior to 4 Responsibilities and Coordination: rototilling and prior to soil amendment work. Prior to the installation of any weed control materials, the EDGES 0 SAND CqP Landscape Contractor shall submit to the Landscape Architect After rough grades. have been established, prepare all lawn and UNTANGLE MATTED ROOTS B`I' A. Permits: The Contractor shall obtain and pay for all permits a list of the weed control materials and quantities per acre O \ planting areas by tilling a cross ripping r a depth e v . All LOOSENING ALL ROOTS AT EDGE OF 0 R OTB'4�-)-- NO-I' o ' and inspections required b rock and debris more than 2'' in diameter shall be removed from the intended for use in controlling the weed t E5. W P q y governing authorities for the work 9 types prevalent and ROOTBALL WITH 1.U,4TER FROM HOSE. � to be performed. site, except for areas that are to be sodded, in which all rock expected on the site, as supplied by the Pest Control Advisor. 2 TOP - Pest Control Advisor shall furnish the Landscape Contractor and P OF ROOT CROWN FLUSH sgna u and debris more than 1° in diameter shall be removed. Landscape Architect data to demonstrate the compatibility of the IUITI- FIN ' CEP 2 AL GRA UJEEDS A 2s s - B. Existing Conditions: The Contractor shall verify all REFER TO DE AND GROUNDCO SPECIFICATIONS I VE weed control materials and methods with the intended planting E FICATIONS FOR R R ewa Da conditions and dimensions shown on the plans at the site prior APPIY , spread, and rototil in all soil amendments as recommended FERTILIZER REQUI 3 FINAL OUT OF WATERING BASIN 'K to commencement of any work under this contract. The to a depth of 6". Water area thoroughly after rototilling is and seed varieties present. RE�••IEN I-5 AND O L GRADE. T`l'PICAL SHRUB PLANTING DETAIL. TAT °a Contractor shall verify the location and depth of all complete. Incorporate evenly into the top 4" to 6" the following ® 3 X ROOTBALL �IDT�-I. F� underground utilities prior to start of work. for each 1,000 square feet of planting area: 6.04 Responsibility and Coordination: F OF CAUI u The above soil conditioning are minimal qualities only and should A. Landscape Contractor is responsible for the erection of all 0 NATIVE SITE SOIL BACKFILL C. Temporary Utilities: The Contractor shall apply for and pay be used onlyfor bidding all cost incurred for all temporary utilities such as water, g purpose, because soil conditions may signs and barriers required to prevent intrusion into the change drastically from the time these specifications were treated areas and to notify the public. © UNDISTURBED NATIVE SOIL. electrical power and gas as required by him for the developed to the time the actual soil conditioning take place. DI NAH SHOR construction of the project. Temporary services shall be Therefore, the Contractor shall obtain his own soils analysis at a B. No material or methods shall affect the landscape planting. �1 2�� MAX. DEPTH TO FINAL coordinated with the City and other contractors on the job 0 L GRADE site. rate of one for every 5,000 square feet of landscape area. These material or method shall render the job site unusable for soil . tests shall be conducted by an approved Agronomic soils more than 10 days from date of application. (PRIOR TO DG) ✓VS(NE SS PAj D. Survey, Reference Points, and Elevations: The Contractor is testing laboratory approved by the project Landscape Architect. 8 TOP OF PAVING.responsible for establishing all surveys, reference points and Refer to plans for soil test information. 0 elevations required by him, and shown on plans for proper 6.05 Weed Eradication: �9 '' NIGH WATERING BASIN execution of site construction. if in the opinion of the Pest Control Advisor, perennial grasses PALIV( DES ER Finish Grading: D ` / ER E. Traffic: The Contractor is responsible for all temporary and weeds existing in the planting areas will require control prior GROI�ND COY R/&HR� D TAiL � ( traffic barriers and detours required by him for the After rototilling operations are complete, grade areas to establish re removal, spray these areas per Pest Contra( Advisor's TREE PL ANT I I �G },) TAIL � /[ / 'CO construction of the project. All temporary traffic barriers finish grades for planting. All flow Fines shall be maintained and recommendations. f `4 l.� I /' 1(� (- RN/j�-I and detours shall conform to all conditions required by the proper tolerances shall be met after settlement at the end of the ° 00 City or governing authorities. project maintenance period. A. Prior to the installation of the irrigation system remove and °O clear all weeds and deleterious materials from planting areas. r 1.05 Defective and Unauthorized Work: Finish grading shall leave surface of the ground uniformly smooth o a ✓z a and free of abrupt grade change. Allow herbicide to kill all weeds. Rake or hoe off all dead 1, d. �. TENTATIVE PARC All work which is determined by inspection to be defective in its weeds to a depth of 1" - 2" below the surface of the soil. w n d �//�. construction or deficient in any of the requirements of the plans 3.05 Coordination: Physically remove all dead weeds from the site. 8 �'' � MAP NO. ,, 33736 and specifications, shall be remedied or removed, and replaced by PART 7 - LANDSCAPE MAINTENANCE g ' the Contractor at his own expense in a manner acceptable to the Weed abatement work shall be coordinated with the installation of �p��,, Landscape Architect. The City will make final inspection for the irrigation system rototilling and soil amendment work and compliance to plans. planting. See Weed 7.01 Scope of Work: rk. 73800, 73803, 73801 9 Abatement section). 1.06 Inspections: ro PART 4 - TREES AND SHRUBS Provide all materials, tabor and equipment necessary for, or 73809 7 _ 3812, 7381,73818, 73821 73 incidental to, performing all maintenance requirements as -I I 82� The Contractor shall arrange for inspections by notifying the 4.01 Scope of Work: reasonably implied or as delineated in the specifications III(_ 4 -----. r Landscape Architect, City and governing authorities, 24 hours prior including, but not limited to the following: 2 to time of inspection, unless otherwise noted. Inspections shall Provide all material, equipment, and labor necessary to install all ,III i �I ----E� 73827, and be as listed below, but not necessarily in this order. Only the trees and shrubs as shown on plans, as reasonably implied and as Maintain all plants and planted areas. I 73830 D% inspection pertaining to the Dinah P P 9 project scope of work will apply: delineated in the specifications. Keep planted areas free of �J - O h 2 � Shore P weeds and debris. =III II II � Fertilize all plants and planted areas. � 1 1. Sleeving / Grading 4.02 Products Irrigation. I_II a. Sleeve diameter, type, depth and location. A. Nomenclature - Plant names indicated on the drawings conform - �' Palm D • " '-! 1 I , ,1 I I ;III-11 I III-I i Desert Associate b. Soil surface drainage, elevation and trash (including weeds the "Standard Plant Names" established by the American Joint 7.02 General: - - and rubble). Committee on Horticulture. Except for names covered therein, 2. Hardscape / Boulders - Cobble the established c P custom Main REV 3_ AILING UJIND 0398 Esperanza m of the nursery is followed. Maintenance shall start immediately after landscape irrigation and �.--_. 2 _ �� . , = A... planting. -1 I I 111= - PLAN VIEW Rancho Santa Margarl a. Sidewalk and wall layout -(- b. Utilities location B. Condition - Plants shall be typical for variety and species, I I_I I - c. Boulder type, size, weight and placement sound, Maintain all plants and -� I I 1 Califom a 926 8 9 P healthy, vigorous, free from plant disease, insect P planted areas on a continuous basis as they � 8 3. Irrigation system rough-in pests, or their eggs, and shall have healthy, normal root are installed during the progress of the work, and continue to O III a. Trench depth and location swell-filling ste ms - - � 949.635. 1 97 Ytheir container, maintain them until final acceptance of total project. Replace an I 0 but not to the point of I b. Pipe. size and. class being root bound. Plants shall not b dead or dying plants p Y e r s as u �pruned directed c. d at Y ected Pressure anytime, 9 P b the test 1 P and Landsca pe a e Y p Architect and - 1I Y - ( psi for 6 hours) m no case shall trees be topped. City representative,Y PP 4. Plant material trees and shrubs) -- - - -. I- � a. Condition -_ -- - i - ROOT - - C. Trees and shrubs shall be grown at A. Irrigation: Operate irrigation system O BALL. I b. Type aI I - YP 9 local American .Nursery 9 on an established NOTES: c. Placement Association nursery in accordance with good horticulture practices program to maintain all plants and planted areas in a healthy O2 TOP OF ROOT CROWN FLUSH WITH 5. Groundcover (decomposed granite PLANTING a. Type container size specified on plans. Remove all tags, labels, nursery minimum. Damage to irrigation system resulting from stakes and ties from all plant material after planting. maintenance and equipment and/or maintenance personnel, shall OUT P FINAL GRADE. OF WATERING BASIN. 2„ DETAILS & b. Depth and. spacing g be restored to its original condition at no cost to the City. O DIA. X 10 LODGEPOLE PINE c. Compaction Failure of an NOTES: D. All plant material delivered to the site showing-signs of Y part of the irrigation system shall n brought 3 X ROOTBALL D IA. STAKE (2 REQ'D,), 6. Final to the attention of the City. No repairs other than emergency SPECIFIC ATION% a. Irrigation: damage or disease or is insufficient in size to carry out the repairs shall be accomplished without written permission from r✓- NATIVE SIT T ' I intent of the planting plan will not accepted and will be E SOIL BACKFILL CINCH TIES (2 REQUIRED PER REE TIES TO BE CINCH TIES OR i. Valves, boxes and wiring the City. EQUAL. ii. Controller operation and schedule replaced at Contractor's expense. ® iii. Sprinkler, bubbler and/or emitter type, flow rate and UNDISTURBED NATIVE SOIL. ST,4KE), B. Weed Control: Keep all planted areas free of weeds and debris quantity per plant E. Sizes of Plants - Shall be as stated on the Plan. Container at intervals not to exceed 10 calendar days. SEE TREE PLANTING DETAIL 'A iv. Overall operation stock (1-gallon, 5-gallon, and 15-gallon) shall have been (1) 2" MAX. DEPTH TO FINAL GRADE v. As built grown in containers for at least one (1) year, but not over The Contractor may elect to remove such concentrations of (PRIOR TO DG) ® TREE TRUNK, b. Tree Staking two (2) years. weeds manually or by an approved herbicide program. c. Overall (31 TOP OF PAVING. O ROOTBALL- F. Substitutions - Substitutions for indicated plant material to any applications. Pest Control shall include Gopher control.C. Pest Control: Method shall be reviewed by the City prior (0 2" }-SIG}-} WATERING BASIN. The contractor shall arrange_a Preconstruction job conference with will not be permitted unless the substitute materials are ® 2" HIGH WATERING BA5IN. O the Landscape Architect a minimum of seven (7) days prior to the approved in advance by the City, and are made at no additional Exterminate gophers and moles; repair damage. O UNDISTURBE beginning of work. cost to the Owner. Except for authorized variations, all D NATIVE SOIL. substitute plant materials shall conform to the requirements D. Remove trash weekly. Exterminate gophers and moles; repair 1.07 Guaranties: of these specifications. damage. A. Plant Materials: All trees, shrubs, ground cover; beddingG. Plants Not Approved - Plants not approved are to be removed plants and lawn shall be guaranteed from date of final from site immediately and replaced with suitable plants. The PART 8 - ACCEPTANCE OF PROJECT acceptance of landscape construction for periods as follows: City reserves the right to reject plants represented by defected samples. 8.01 General: 24" box & larger = 1 year Trees 15 gal. & smaller = 1 year 4.03 Installation: Upon completion of installation, a maintenance period of a minimum of DETAIL Shrubs All sizes = 1 year 180 days for all landscaped areas is required prior to final acceptance � N B THE 5 I A<N DETAIL Ground Cover = 120 days A. Stake alli trees, as per details immediately after planting to of the work by the City. The Commencement date for the maintenance Bedding Plant = 120 days prevent wind damage. Tree stakes shal{ be lodge pole pine period shall commence upon written approval for all phases of planting Lawn (sod) = 120 days period stakes. See tree staking detail on plans for further installation by the City Public Works Inspector. Maintenance peod Lawn (seed) = 120 days from first mowing information. shall be adequate to verify plant characteristics and establishment. I Once the final inspection is complete by the Landscape Inspector, the Guarantees begin after the project acceptance by City and at B. Soil Amendments: Certificate of Occupancy will be issued. A Landscape Maintenance the end of the 180-day maintenance period. Landscape agreement shall be generated by the City and signed by the owner. Contractor shall replace and plant all materials which have Soil amendments shall be as recommended in the Agronomic died within the time span stated above, at no cost and within soils report Q 2 5 days from receiving written notice from the Landscape A. Two inspections shall be made that affect the establishment to Architect or City, if dead material is not replaced and period: The first after all plantings have been completely planted within the 5 day period, City may replace dead PART 5 - GROUND OVER AND BEDDING PLANTS installed in order to approve the beginning of the c\ O material with new material and charge the Landscape Contractor 5.01 Scope of Work: establishment period, and the second at the end of the �y for all expenses incurred. establishment period. If plantings are not acceptable at the OL end of the 180 day period, due to defective maintenance, then lU © 2004ArchitectsOrange B. Construction Materials: The contractor shall guarantee all Provide all materials and equipment and perform all work necessary continue establishment until all work meets with the � These prors are copyright protected,for and incidental to installing all p Under workmanship and materials for all site development, fora 9 ground cover and bedding Specifications and can be approved. I � such protection I,noutnorized use is not perm,ttec period of one year from date of final acceptance of plants, as shown on plans, as reasonably im lied, or delineated in 8 3 These pia s snow not be reproduced or used p project. the specifications. y p � -I _ p B. At termination of establishment period all plant material - -I without written permission by roduced orange. 1.08 Material and Labor Releases: shall be live, healthy, undamaged, and free of infestation. m I_ 5.02 Ground Cover: Inferior plantings shall be replaced and brought to a _ ::3 Upon completion of the work, the Contractor shall present to the satisfactory condition before final acceptance of work will be = - � A T -il . E Landscape Architect, signed copies of all labor and materials Ground Cover: Provide ground cover of the species shown on plans. made. All areas shall be free of weeds. releases for all work performed under Site Development. Ground cover shall be established and well rooted in flats or XX Plan Check I � I � I , I similar containers. .III I � I �-I I =� � �_� I- XX rJ Bid Set 1.09 Disposal and Clean-up: �-_� �_ I I- 5.03 Coordination: =1I II II A. Permit Remove all waste materials (including excavated material classified as unacceptable soil material), trash and debris generated or A. Do not have plants delivered to the job site until site I i I I _ = _ _ I A4143 Project Number encountered during the course of landscape construction, and conditions are ready for planting. If planting is delayed, - - 3 -I I . l- J 1=� 1. LANDSCAPE BOULDER - legally dispose of it. During the course of the work, remove TO BE SELECTED Drawing Name keep plant roots moist and place in a sheltered location i i i-, , ,--�surplus materials from the site and leave premises in a neat and protected from the sun, wind and other damaging elements. 4-24-�6 Plot Date clean- condition. Clean up and remove all remaining debris and U 2 C� ®N 2. surplus materials upon completion of work, leaving the premises B. Soil preparation and fine grading shall be completed and trees FINAL GRADE - neat and clean. The site shall be cleaned upon the request of the and shrubs installed prior to bedding plants and ground cover I I i inspector. Green waste to go to an appropriate green waste facility. planting. 0 �(j� 3. COMPACTED SUBC�RADE PART 2 - EXECUTION 2.01 Protection: �1 ROOT8,4LL. A O TOP of PAYING. C 0ULD R IN LAND&C 0 Keep all plant material delivered to site in a healthy condition O TOP OF ROOT BALL FLUSH WITH A� for planting. Plants shall not be allowed to dry out. Bare root H 9 3" HIGH WATERING BA stock shall be separated and heeled-in, in most earth or other FINAL GRADE. O 51N. suitable material until planting. O3 FINAL GRADE. UNDISTURBED NATIVE SOIL. 0 2.02 Installation: Detailed layout of plants within the planting areas shall be Q 3 X ROOTBALL D IA. NOTES: These plans have been reviewed* by the Coachella Valley Water District in $ H E E T performed by Contractor and approved by the Landscape Architect and �5 NATIVE SITE SOIL 8,4CKFILL accordance with Water Code Title 7, Division 1, Chapter 3 Ar • City prior to planting. KEEP WEED5 AND GROUNDCOVER Section 65597 et seq, requiring efficient land P Article 10.g ® 5 GAL. VINE PER LEGEND 9 scope and irrigation design in OUT OF WATERING 5,461N cooperation with the local governing agency (City or County). Soil excavated from planting holes shall be amended to backfill *Approval of this drawing b CVWD around trees and shrubs using the following mixture: O 2�� MAX. DEPTI-1 TO FINAL GRADE 9 Y Staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees, plants, walls and (PRIOR TO DG) permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Specialist VINE L AN T I N TAIL Development Services Supervisor PANTING SPECIFICATIONS - C1 d PARTS - GENERAL Native, On-Site Soil with rock no greater than 3" in diameter 5.04 Installation: �� Gro Power Plus, 5-3-1 ® 15 Ibs/cy 1.01 Scope of Work: Iron Sulfate 0 2 Ibs/cy Plant trees and shrubs in moist soil and space as indicated on Contractor shall provide all materials, labor and equipment (To be used for bidding purposes only, verify with Agronomic plans. b < incidental to and necessary for completing all work, as indicated Soils Test.) PEach )ant shall be )anted with itsproportionate on the drawings, as reasonably implied, or as delineated in the P p amount of soil Specifications as follows. After backfilling, construct a 3" earthen berm to form watering so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. ro�� basin around each plant, to allow thorough water-in and Water plant in hole d establishment. s prior to backfill, add soil and add water until �l GROUND COVER/S--IRUB 1.02 Standards: plant is "planted" to appropriate grade. 1 R C H T E C T $ LOCATION TYPICAL . 2 PART 3 - SOIL PREPARATION AND FINISH GRADINGRegrade planter areas after planting, to restore smooth finish A1 All work and materials shall comply with governing codes, safety grade and to insure proper surface drainage. Water 20 FINAL GRADE (PRIOR TO DG) orders, standards, and regulations, and meet the minimum 3.01 Scope of Work: immediately. �j 1 fl R A N G E requirements of tl�,e Standard Spec'sficatyos3s Fos Qubtiic works 3� NATIVE SITE SO(L BACKFILL 144 North Orange Street•Orange,California 92866.714 639-9860 Construction (Green Book) latest edition. A. Provide all materials and equipment, and perform all work 2 9 necessary for and incidental to the soil preparation and 5.05 Protection: o a S 1.03 Quality Assurance: finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the Erect temporary fencing or barriers to protect planted areas from / ® UNDISTURBED NATIVE SOIL 3 A. All Contractors performing Site Development work, must be specifications. damage prior to final acceptance. 4 , 3 2" MIN. LAYER OF DECOMPOSED licensed in accordance with the laws of the State of }' �j GRANITE (AFTER COI"1PACTION) R. V��� California. B. Furnishing, placement and grading, of topsoil for backfilling ;., . i - o n III ' : . - of planters if required. PART 6 - WEED ABATEMENT - I III�-__ B. Contractor shall provide the Landscape Architect and the City _ _ - _ _ - - 4 _ I-I with a List of Subcontractors and Material Suppliers expected C. Cleaning and finish grading of planters areas and planting HADRELD 6.01 Scope of Work: - ® 36'' FROM HARDSCAPE EDGES .III I I i to be employed during the course of construction. areas. Lj Provide all material, equipment, and labor necessary to perform all - I LANDSCAPE 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 ARCH I T E C T Property Damage Insurance, during entire course of the delineated in the specifications. - _ _ _ _ P 27601 FORGES ROAD SUITE 50 NIGUEL, CALIFORNIA92677 Construction Contract. The amount of insurance shall be All soil amendments shall be as specified in the Agronomic 6,02 Quality Assurance: -i -, ,III, I 1 LAGUNALAG A NIG E , FAX 949 A 926 1 determined by City. Suitability/Fertility soils report furnished by the Contractor. ( ) 2 D. Prior to start of site development work, the Contractor shall 3.03 Soil Preparation: A. The Applicator of all weed control materials shall be licensed NOTES: notify the Landscape Architect and City to give starting and by the State of California as a QAC or a QAL. (2 completion dates. Contractor shall also supply the Landscape • PLANT MIN. 36" FROM HARDSCAPE Z) �pND Cq�, All work on irrigation system shall be complete and inspected for 6.03 Submittal: EDGES. � DF � i Architect and City with the name and telephone number of the /� q recommended approval and, fine grading completed, prior to I person in charge of the work. rototilling and prior to soil amendment work. Prior to the installation any weed control materials, the 1;)al • UNTANGLE MATTED ROOTS BY o 1.04 Responsibilities and Coordination: Landscape Contractor shall submit to the Landscape Architect i ROOTBALL. NOTES: After rough grades have been established, prepare all lawn and a list of the weed control materials and quantities per acre LOOSENING A 0 planting areas by tilling or cross ripping to a depth of 12". All LL ROOTS AT EDGE OF - A. Permits: The Contractor shall obtain and pay for all permits intended for use in controlling the weed types prevalent and ROOTBALL WITH WATER FROM NOSE, S na u rock and debris more than 2 in diameter shall be removed from the O TOP OF ROOT CROWN FLUSH 9 and inspections required by governing authorities for the work expected on the site, as supplied by the Pest Contra) Advisor. KEEP IUEEDS AND GROUN 2/28/ 6 site, except for areas that are to be sodded in which all rock Pest Control Advisor shall furnish the Landscape Contractor and WITH FINAL GRADE DCOVER to be performed. P R ew - and debris more than 1" in diameter shall be removed. o Do Landscape Architect data to demonstrate the compatibility of the REFER TO SPECIFICATIONS FOR OUT OF WATERING BASIN. B. Existing Conditions: The Contractor shall verify all weed control materials and methods with the intended planting FERTILIZER REQUIREMENTS AND O FINAL GRADE• J'T Da P conditions and dimensions shown on the tans at the site APPIY , spread, and rototil in all soil amendments as recommended p prior to a depth of 6". Water area thoroughly after rototilling is and seed varieties present. to commencement of any work under this contract. The „ T`I'PICAL SHRUB PLANTING DETAIL. ® 3 X ROOTBALL WIDTH. �TFOFCAL\Fob complete. Incorporate evenly into the top 4 to 6 the following 6.04 Responsibility and Coordination: NATIVE SITE SOI Contractor shall verify. the location and depth of all for each 1,000 square feet of planting. area: L BACKFI underground utilities prior to start of work. O LL The above soil conditioning are minimal qualities only and should A. Landscape Contractor is responsible for the erection of all C. Temporary Utilities: The Contractor shall apply for and pay be used only for bidding purpose, because soil conditions may signs and barriers required to prevent intrusion into the UNDISTURBED NATIVE SOIL. o all cost incurred for all temporary. utilities. such as water, change drastically from the time these specifications were treated areas and to notify the public. DI NAH SHORE electrical power and gas as required by him for the developed to the time the actual soil conditioning take place. (1) 2'' MAX. DEPTH TO FINAL GRADE construction of the project. Temporary services shall be Therefore, the Contractor shall obtain his own soils analysis at a B. No material or methods shall affect the landscape planting. BUSINESS PARK coordinated with the City and other contractors on the job rate of one for every 5,000 square feet of landscape area. These material or method shall render the job site unusable for (PRIOR TO DG) site. soil tests shall be conducted by an approved Agronomic soils more than 10 days from date of application. �8 TOP OF PAVING. testing laboratory approved by the project Landscape Architect. D. Survey, Reference Points, and Elevations: The Contractor is Refer to plans for soil test information. O9 2" HIGH WATERING BASIN elevations responsible for establishing all surveys, reference 6.05 Weed Eradication: PALIV! DESERT Pg y points and elevations required by him, and shown on plans for proper execution of site construction. If in the opinion of the Pest Control Advisor, perennial grasses � ����� �®\ / /�� � � �� I 3.04 Finish Grading: and weeds existing in the planting areas will require control prior Y �pEE J CAL 1�ZJ/ ZN/A E. Traffic: The Contractor is responsible for all temporary a removal, spray these areas per Pest Control Advisor's DETAIL After rototilling operations are complete, grade areas to establish traffic barriers and detours required by him for the finish grades for planting. recommendations. All flow Fines shall be maintained and o00 construction of the project. All temporary traffic barriers proper tolerances shall be met after settlement at the end of the and detours shall conform to all conditions required by the A. Prior to the installation of the irrigation system remove and City or governing authorities. project maintenance period. clear all weeds and deleterious materials from planting areas. TENTATIVE PARCEL Finish grading shall leave surface of the ground uniformly smooth Allow herbicide to kill all weeds. Rake or hoe off all dead GY W 1.05 Defective and Unauthorized Work: and free of abrupt grade change. � MAP NO. 3373�+weeds to a depth of 1" - 2' below the surface of the soil. V All work which is determined by inspection to be defective in its Physically remove all dead weeds from the site. o '3.05 Coordination: o construction or deficient in any of the requirements of the plans v S b� �q � and specifications, shall be remedied or removed, and replaced by PART 7 - LANDSCAPE MAINTENANCE Weed abatement work shall be coordinated with the installation of the Contractor at his own expense in a manner acceptable to the the irrigation system rototilling and soil amendment work and r 73800, 73803, 73806, 7 Landscape Architect. The City will make final inspection for .01 Scope of Work: p ��W ti l 73809, 73812, 73815, planting. (See Weed Abatement section). ro�� compliance to plans. b Provide all materials, labor and equipment necessary for, or �, 73818, 73821, 73824, 1.06 Inspections: PART 4 - TREES AND SHRUBS � ` _I I incidental to, performing all maintenance requirements as III= 2 73827 an 4.01 Scope of Work: reasonably implied or as delineated in the specifications I-) I - I -i 1 n , d The Contractor shall arrange for inspections by notifying the P including, but not limited to the following: I I i,I �--- Landscape Architect, City and governing authorities, 24 hours prior 73830 Dinah Shore to time of inspection, unless otherwise noted. Inspections p shall Provide all material, equipment, and labor necessaryto install all Maintain all plants and planted areas. be as listed below, but not necessarily in this order. Only the trees and shrubs as shown on Ions, as reasonablyimplied and as inspection pertaining to the project scope of work will apply: delineated in the specifications. Keep planted areas free of weeds and debris. _III it Fertilize all plants and planted areas. 3 (o Palm De Irrigation. I IiII -1 ---1 -fir I Self Associates 1. Sleeving / Grading 4.02 Products - I I I I-III I (-� PREVAILING WIND30398 Es eranza a. Sleeve diameter, type, depth and location. A. Nomenclature - Plant names indicated on the drawings conform i_ -, _ p the "Standard Plant Names" established b the American Joint 7.02 General: b. Soil surface drainage, elevation and trash (including weeds y a and rubble). Committee on Horticulture. Except for names covered therein, Y P g n 2 _III ' b .; PI,aN VIE Rancho Santa Margarita the established custom of the nursery is followed. Maintenance shall start immediate) after landscape irrigation and r� _ III- _ 2. a. Sidewalk k Boulders - Cobble planting. California92---�� 688 a. Sidewalk and wall layout -III b. Utilities location B. Condition - Plants shall be typical for variety and species, ® � 949.635. 1970 type, g p sound, healthy, vigorous, free from plant disease, insect Maintain all plants and planted areas on a continuous basis as they �- c. Boulder t e, size, weight and placement are installed during the progress of the work, and continue to 3. Irrigation system rough-in pests, or their eggs, and shall have healthy, normal root maintain them until final acceptance of total project. Replace any = I I Ik a. Trench depth and location systems, well-filling their container, but not to the point of - - p being root bound, Plants shall not be pruned at anytime, and dead or dying plants as directed by the Landscape Architect and b. Pie size and class City representative, c. Pressure test (125 psi for 6 hours) in no case shall trees be topped. O ROOTBALL. NOTES -i -: 4. Plant material (trees and shrubs) A. Irrigation: Operate irrigation system on an established PLANTING a. Condition C. Trees and shrubs shall be grown at a local American Nursery program to maintain all plants and planted areas in a healthy O TOP OF ROOT CROWN FLUSH WITH b. Type Association nursery in accordance with good horticulture practices condition. Irrigation system run-off shall be kept to a Q� P FINAL GRADE. KEEP WEEDS AND GROUNDCOVER DETAILS at C. Placement and shall be of the size and caliper normally associated with the minimum. Damage to irrigation system resulting from OUT OF WATERING BASIN. 5. Groundcover (decomposed granite) container size specified on plans. Remove all tags, labels, nursery maintenance and equipment and/or maintenance personnel, shall O3 FINAL GRADE, @1 2" DIA, X 10' LODGEPOLE PINE NOTES: a. Type stakes and ties from all plant material after planting. be restored to its original condition at no cost to the City. STAKE (2 ' b. Depth and spacingE REQ DJ. SPECIFICATIONS Failure of any part of the irrigation system shall be brought � 3 X ROOTBALL D IA. • c. Compaction D. All plant material delivered to the site showing-signs of to the attention of the City. No repairs other than emergency TREE TIES TO BE 'CINCH CINCH TIES (2 REQUIRED PER N TIES' OR 6. Final damage or disease or is insufficient in size to carry out the repairs shall be accomplished without written permission from � NATIVE SITE SOIL BACKFILL EQUAL a. Irrigation: intent of the planting plan will not accepted and will be the City. STAKE. i. .Valves, -boxes and wiring replaced at Contractor's expense, ® I:3ED NATIVE SOIL, ii. Controller operation and schedule B. Weed Control: Keep all planted areas free of weeds and debris UNDISTUR O3 SEE TREE PLANTING DETAIL 'A'. iii. Sprinkler, bubbler and/or emitter type, flow rate and E. Sizes of Plants - Shall be as stated on the Plan. Container at intervals not to exceed 10 calendar days. quantity per plant stock (1-gallon, 5-gallon, and 15-gallon) shall have been Q 2" MAX. DEPTH TO FINAL GRADE (PRIOR TO DG) O TREE TRUNK. v. Overall operation grown in containers for at least one (1) year, but not over The Contractor may elect to remove such concentrations of v. As built O ROOTBALL. two (2) years. weeds manual) orb an a roved herbicide O TOP OF PAVING. b. Tree Staking Y Y PP program. c. overall ® 2" HIGH WATERING BASIN. F. Substitutions - Substitutions for indicated plant material C. Pest Control: Method shall be reviewed by the City prior Og 2" HIGH WATERING BASIN. will not be permitted unless the substitute materials are E any applications. Pest Control shall include Gopher control. UNDISTURBED NATIVE SOIL. The contractor shall arrange a Preconstruction job conference with approved in advance by the City, and are made at no additional Exterminate gophers and moles; repair damage. the Landscape Architect a minimum of seven (7) days prior to the cost to the Owner. Except for authorized variations, all beginning of work. substitute plant materials shall conform to the requirements D. Remove trash weekly. Exterminate gophers and moles; repair 1.07 Guaranties: of these specifications. damage. G. Plants Not Approved - Plants not approved are to be removed A. Plant Materials: All trees, shrubs, ground cover; bedding from site immediately and replaced with suitable plants. The PART 8 - ACCEPTANCE OF PROJECT plants and lawn shall be guaranteed from date of final City reserves the right to reject plants represented by acceptance of landscape construction for periods as follows: defected samples. 8.01 General: � IRUB PLAN IN DETAIL TREE &TAKING DETAIL Trees 24" box & larger = 1 year Upon completion of installation, a maintenance period of a minimum of Trees 15 gal. e smaller = 1 year 4.03 Installation: 180 days for all landscaped areas is required prior to final acceptance Shrubs All sizes = 1 year of the work by the City. The Commencement date for the maintenance Ground Cover = 120 days A. Stake all' trees, as per details immediately after planting to period shall commence upon written approval for all phases of planting Bedding Plant = 120 days prevent wind damage. Tree stakes shall be lodge pole pine installation by the City Public Works Inspector. Maintenance period 1 Lawn (sod) = 120 days tree stakes. See tree staking detail on plans for further shall be adequate to verify plant characteristics and establishment. Lawn (seed) = 120 days from first mowing information. Once the final inspection is complete by the Landscape Inspector, the B. Soil Amendments: Certificate of Occupancy will be issued. A Landscape Maintenance Guarantees begin after the project acceptance by City and at agreement shall be generated by the City and signed by the owner.the end of the 180-day maintenance period. Landscape Soil amendments shall be as recommended in the Agronomic Q 2 Contractor shall replace and plant all materials which have soils report died within the time span stated above, at no cost and within A. Two inspections shall be made that affect the establishment N 5 days from receiving written notice from the Landscape �o c\ Architect or City. If dead material is not replaced and period: The first after all plantings have been completely PART 5 - GROUND COVER AND BEDDING PLANTS installed in order to approve the beginning of the N planted within the 5 day period, City may replace dead establishment period, and the second at the end of the X material with new material and charge the Landscape Contractor 5.01 Scope of Work: establishment period. If plantings are not acceptable at the © 2004ArchitectsOrange these plans are copyright protected. Under or all expenses incurred. end of the 180 day period, due to defective maintenance, then c3 sash rotect2 un A ri p o zed use is not permitted. rovide all materials and equipment and perform all work necessary continue establishment until all work meets with the I These plans mall not be reproduced or used B. Construction Materials: The contractor shall guarantee all for and incidental to installing all ground cover and bedding Specifications and can be approved. 8 3 _ without written all not by Architects Orange, workmanship and materials for all site development, fora plants, as shown on plans, as reasonably implied, or delineated in cYl _ g period of one year from date of final acceptance of project. the specifications. B. At termination of establishment period all plant material 1.08 Material and Labor Releases: shall be live, healthy, undamaged, and free of infestation. - 5.02 Ground Cover: Inferior plantings shall be replaced and brought to a - _ _ satisfactory condition before final acceptance of work will be -III - III=i = �_ XX Plan Check Upon completion of the work, the Contractor shall present to the Ground Cover: Provide round cover of the species shown on I Landscape Architect signed copies of all labor and materials g P pans. made. All areas shall be free of weeds. - I I I- �_ P 9 P ( I h releases for all work performed under Site Development. XX Bid Set Ground cover shall be established and well rooted in flats or _I IiII similar containers. 0 XX Permit 11 1.09 Disposal and Clean-up: 5.03 Coordination: .I i _ _ A4143 Project Number Remove all waste materials (.including excavated material classified �� I II I� I � _ _ - I 1• LANDSCAPE BOULDER - 3 as unacceptable soil material), trash and debris generated or A. Do not have plants delivered to the job site until site - I I I_I I (-III I I- TO BE SE ECT D Drawing Name conditions are ready for planting. I I < < L E encountered during the .course of landscape construction, and If planting is delayed, 4-24-06 Plot Date legally dispose of it. During the course of the work, remove keep plant roots moist and place in a sheltered location surplus materials from the site and leave premises in a neat and protected from the sun, wind and other damaging elements. ` 2clean � CT �OI V 2• FINAL GRADE -surplus condition. -Clean up and remove all remaining debris and B. Soil preparation and fine I I i I I surplus materials upon completion of work, leaving the premises P P grading shall be completed and trees neat and clean. The site shall be cleaned upon the request of the and shrubs installed prior to bedding plants and ground cover 3. COMPACTED SUBGRADE inspector. Green waste to go to an appropriate green waste facility. planting. PART 2 - EXECUTION A ROOTBALL. ® TOP OF PAVING. C BOULDER IN LAND5CAP A 2.01 Protection: �2 TOP OF ROOT BALL FLUSH WITH A Keep all plant material delivered to site in a healthy condition FINAL GRADE � 3„ HIGH WATERING BASIN. for planting. Plants shall. not be allowed to dry out. Bare root stock shah be separated and heeled-in, in most earth or other suitable material until planting. FINAL GRADE. UNDISTURBED NATIVE SOIL. 2.02 Installation: ® 3 X ROOTBALL D IA. NOTES: These plans have been reviewed* by the Coachella Valle Water District in Y S H E E T 0 NATIVE SITE SOIL BACKFILL accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Detailed layout of plants within the planting areas shall be • KEEP WEEDS AND GROUNDCOVER Section 65597 et seq. requiring efficient landscape and irrigation design in performed by Contractor and approved by the Landscape Architect and 5 GAL. VINE PER LEGEND cooperation with the local governing agency (City or County). OUT OF WATERING BASIN, v ( Y Y) City prior to planting. *Approval of this drawing by CVWD Staff does not constitute approval to 0 oil excavated from planting holes shall be amended to backfill 2" MAX EPTH. D TO FINAL GRADE encroach into district and USBR Rights-of-Way. Trees, plants, walls and around trees and shrubs using the following mixture: (PRIOR TO DG) permanent structures of any kind may not be planted or installed inCVWD and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. Date Water Management Specialist VINE SIN L AN T I NG; DETAIL Development Services Supervisor