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California Teachers Association_1
.. In i landscape development License No.880342 PROJECT NAME CTA Ph.714.542.1740 FAz 71t 641.8475 �— Z LANDSCAPE DEVELOPMENT PLANS wa HJ � Nr Z —�� �0ffO � rm ADDRESS : 75084 Gerald CALIFORNIA 92211 T L � Z (Y � �9 � x •— Q W CQ 6� 1i CITY OF PALM DESERT VICINITY MAP GENERAL CONSTRUCTION NOTES INDEX OF DRAWINGS CONTRACTOR / DEVELOPER 15 TO CONTACT THE G I TY FOR A # SHEET SHEET TITLE FINAL INSPECTION OF THE LANDSCAPE ONCE ALL AORG 15 _ COMPLETE. NOTE5 1 T-1 TITLE 0 CONTRACTOR IS TO PROVIDE COPIES OF ALL SOIL AMENDMENT 2 LI-1 IRRIGATION PLAN DELI VERY TI GKET5 TO THE G I TY INSPECTOR AT THE FINAL 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 3 L I-2 IRRIGATION DETAILS 0 INSPECTION. MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL 4 LI-3 IRRIGATION DETAILS ki CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAW I NG5 AND SPECIFIED 5 L i-4 IRRIGATION DETAILS MATURE PLANTI NG5 SHALL NOT INTERFERE AI TH UTILITIES AND HEREIN' TRAFFIC SIGHT LINES. 6 LI-5 IRRIGATION SPECIFICATIONS 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 7 LI-6 IRRIGATION SPECIFICATIONS LAND50APE CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 5. CONSTRUCTION AND INSTALLATION OF ALL LAND50APE ITEMS SHALL BE 8 LI-7 PLANTING PLAN & CONSTRUCTION PLAN A I TH I N 45 HOURS FOR FINAL INSPECTION ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP 9 L I-8 PLANTING DETAILS TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 1 O L I-9 LIGHTING DETAILS & SPECIFICATIONS � REFER TO CITY OF PALM DESERT "LANDSCAPE DESIGN AND �� �R�� 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR 11 LI-10 PLANTING SPECIFICATIONS N MAINTENANCE MANUAL" FOR MAINTENANCE GUIDELINES AND WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES N INSPECTION SCHEDULE AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY O114 FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF L LAND50APE CONTRACTOR SHALL FOLLOW THE INSPECTION SAID UTILITIES, INCLUDING DELAYS. WATER CONSERVATION STATEMENT t� •- 50HEDULE FOR THE PROJECT AS SET FORTH IN THE CITY OF 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT eOPALM DESERT MAINTENANCE AND DESIGN MANUAL. DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL Pr -0 COMPLETION AND C05T OF THE PROJECT SHALL BE REPORTED TO THE Project Site: California Teachers Association Parcel Number: 694 180 016 0 OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. project Location: 75084 Gerald Ford Drive, Palm Desert, Ca. 92211 0 LANDSCAPE INSPECTION SCHEDULE SITE LL. V ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE 1) 5LEEVING / GRADING DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB Landscape Architect: James R. Self License No. 3087 •R guffaw a. Sleeve diameter, type, depth and location SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY SUBMITTAL PACKAGE: la E! b. Soil surface drainage, elevations and trash (Including weeds 4 rubble) CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 AT THE CONTRACTOR'S R15K AND EXPENSE. 1. Maximum Annual Applied Water Allowance 2) HAR05CAPE/ BOULDERS- GOBBLE O Conventional Landscape: 133 cubit feet/year - a. 51dewalk and wall layout Ofi Recreation Turf rass Landsca e: 100 cubit feet/year 0 1�. b. Utilities Location MOBILE STATION BUILDER OWNER Maximum Annual Applied Water Allowance: 133 cubit feet/ year s c. Boulder type, size weight and placement 'P� ��� co E 5WINERTON BUILDERS California Teachers Association 2. Estimated Annual Applied Water Use by Hydrozone: ci 5) IRRIGATION SYSTEM ROUGH- IN 2� 11-731 M17CHELL NORTH Recreation Turfgrass Hydrozones: 100 cubit feet/year a. Trench depth and location t�� IRVINE, GA g2614 Very Low Plant Hydrozones: 100 cubit feet/year CAM b. Pipe size and class g4g.622.7700 Low Plant Hydrozones: 31 cubit feet/year c. Pressure test (125 psi for 6 hours P g4g.477.3085 WATER DISTRICT Medium Plant Hydrozones: 71 cubit feet/year CONTACT: JAS❑N SCH❑LZ High Plant Hydrozones: 100 cubit feet/year 4) PLANT MATERIAL (Trees 4 Shrubs) NAMPTON INN Coachella Valley AD Water Features: 100 cubit feet/year Date Revision a. Condition t5-525 Hoveley Land East Estimated Annual Total Applied Water Use: 102 cubit feet/year b. Type Palm Desert, GA g221 I 1.08.09 city comments c. Placement ARCHITECT "760.3g8.3563 3. EATAWU < MAAWA 4. Landscape Design Plan 5. Irrigation Design Plan Ware Malcomb CONTACT: Robert, Assistant 5) GROUND COVER ( Decomposed Granite)a. Type 10 Edelman 6. Grading Design Plan b. Depth and Spacing Irvine, CA 4-12618 7. Soil Chemical Analysis (optional) c. Compaction (q4g) 660-c1125 (q4q) 663-1581 Description of Project: 6) FINAL CONTACT: Leila Doaneshkho h The irrigation design implements the use of an ET based controller, which will adjust station run a. Irrigation times on a daily basis. This reduces water use by adjusting to environmental conditions. 1) Valves, boxes and wiring ii) Controller operation and schedule LANDSCAPE CONTRACTOR Drip and bubbler systems are used to apply water slowly at the base of the plants. • i11) Sprinkler bubbler and/or drip type, flow rate and • Date:January 7, 2009 Prepared by:James R. Self, Landscape Architect quantity per plan iv) Overall operation nbi landscape development v) As Built License No. 880342 b. Tree Staking • • Contact: Tim Block _- ti9 V RD CAPF c. Overall �� Phone: -714.542.1-740 ".. T OQ` Fax: -714.641.84-75 NOTES: Should any of the above inspections fail after 2 attempts there will be a `" � •° y b � fee assessed for any re-inspections. _- -- r-r. signab= Any change to an approved landscape plan, must be resubmitted to the City of SCALE: NTS LANDSCAPE ARCHITECT ''• ' —7 LE- 7774 3r�1/09 Palm Desert fora approval, rior to Implementation. .: Renewal Date pp � p -.� . _ _. APPROVED James R. Self LAND SCAP P KAGE � Date License No. 30a-I OF CALIF PLAN CHECK SUBMITTAL - - Phone: g4q.7I5.21612 i ._. ______ - -�, :,; LANDSCAPE Email: jrsirr�cox.net F5 c Underground, "` 9 Service Alert Sheet Tile: SUBMITTAL DATE INITIALS REVIEWED DATE INITIALS L Sh} v•EFgE yG do Calf TOLL FREE FIRST PLAN CHECK 12.17.08 12.24.08 1 -800 SECOND PLAN CHECK 1.08.09 227-2600 TITLE SHEET THIRD PLAN CHECK 1.26.09 REVISIONS TWO WORKING DAYS BEFORE YOU DIG i DATE INITIALS DESCRIPTION CITY APPROVAL DATE CITY OF PALM DESERT INITIALS These plans have been reviewed by the Coachella Valley Water Job No. : 2008-066 WATER District in accordance with Water Code Title 7, Division 1, Chapter Scale: ENGINEERING DIVISION 3, Article 10.8, Section 65597 at seq. requiring efficient landscape Drown: AS and irrigation design on cooperation with the local governing Approval for Landscape and Irrigation Plans ONLY agency (City or County). Team: MJ8 Approval of this drawing by CVWD staff does not constitute Checked. AS ST R 1 G� approval to encroach into district and USBR Right-of-Way. Trees, plants,walls and permanent structures of any kind may not be Dote: 12.17.08 Of Sheets: Of planted or installed in CVWD and USBR easements or Right-of-Way without first obtaining an encroachment permit from Sheet Number. Reviewed by: Date: CVWD. (73 u C—) Z Accepted by: Date: DATE Water Management Supervisor T- 1 LANDSCAPE SPECIALIST I cn CVWD Plan # Development Services Supervisor 1 OF ni landscape development ss .................................. ....................7F ........ ...... ............ . ........................... ............ ... -------------*----------....................................... No.88M2 :7F ................ IRRIGATION LEGEND Lkvrw SS SS SS SYMBOL MFG/MODEL NO. DESCRIPTION REMARKS Ph.714.5421740 11416 AREA TO REMAIN - FAc 714.641.8475 M PROTECT IN PLACE 0 RAINBIRD PFR-FRA, POLY FLEX RISER AND ADAPTER 1141TH PRESSURE DETAIL A, SHEET LI-4 W- watow ma€ W- W_ COMPENSATING MODULE, WITH PC DIFFUSER CAPS, PC-05-1032 EMITTER (LIGHT BROWN), Now 5 5 GPH. INSTALL NUMBER OF EMITTERS PER PLAN. 0 RAINBIRD PFR-FRA, POLY FLEX RISER AND ADAPTER WITH PRESSURE DE ILA, SWEET LI-4. ........................... 12 xfstlnf ............... .......... L! Vault COMPENSATING MODULE, WITH PC DIFFU5ER CAPS, PC-10-1032 EMITTER (GREEN), Z 10 GPH. INSTALL NUMBER OF EMITTERS PER PLAN. LU I- W \Y;c V TREE BUBBLER- RAINBIRD 1804SAM-PIRS-1401, 30 PSI, 0.25 GPM, FOR LOW WATER USE. DE AIL C, SHEET LI-3. 1121car t TREE BUBBLER- RAINBIRD 1804SAM-PRS-1402, 30 PSI, 0.5 GPM, FOR MEDIUM WATER USE. ................................. z NOTE: INSTALL 2 BUBBLERS PER TREE. ............. ............ 15.01�PING 8 K.---- --------- ............. ........... ............ ......................................- i 1 1/21 n PALM BUBBLER- RAINBIRD 1804-1404, UMBRELLA PATTERN BUBBLER. DE AIL C, SHEET LI-3. /211 .............................. 30 foSI, I GPM, 3 PER PALM. Lu Q 0 _W_ 4 RAINBIRD PASS-1402 BUBBLER ON A RISER. 30 PSI, 0.5 GPM, 2 PER POT. DETAI A 4 B, SHEET LI-2. II Water ain Bulicillno 2 COORDINATE LOCATION OF POTS FOR IRRIGATION STUB OUTS IN PAVING. A-6 foots Ton LOCATE LINE INSIDE DRAIN Plf=ll PROVIDE 2 BUBBLERS PER POT. 0-claam Irr go Q) QN_ UM6 W;err MaA 0 T ................ .................... on /211 41 2 1/211 INSTALL SUMP PER DETAIL (Y C: \S) %% L_ A- Palms 9) x % 1111 Cn 211 9 11 1 L_ U (N 4- 1%10L 6- _Q_ AUTOMATIC FLUSH VALVE. INSTALL AT ENDS OF EACH LEG OF DRIP SYSTEM, AS SHOWN. DETAIL B, SHEET LI-4. (QP ............ TO BE MAINTAINED PER CITY OF PALM DESERT "LANDSCAPE DESIGN AND /21 11 11 ........... 12 1/2" 3: MAINTENANCE MANUAL" AT y !%ll*._* TT ............. N PRESSURE MAINLINE IN PLANTER AREA, 3/4" TO 11/2" USE PVC SCH 40. 2" 4 LARGER USE .......... .............. ............. �LJ3/4" I DE AIL E, SHEET, LI-2. X 1/211/211 t................. 314" 1/211 PVC CL 315. BURY MINIMUM 18" BELOW GRADE. SIZE AS NOTED. ................. ........... ............... ........... ...... ............................ V41RE CONDUIT PVC SCH 40. BURY MIN. 24" BELOW GRADE - MINIMUM 1-1/4" SIZE DE All_ E, SWEET LI-2. .......... 6 6 1/2' 16'6 6 44 646/4 7 - Ole a Drip A-4 4 3/4 3 3/4 TREE LATERALS-NON-PRESSURE LATERAL PVC SCH 40 WITH PVC; SCH 40 FITTINGS. DETAIL E, SWEET LI-2. BURYM I F I r P J IN. 12" BURY MIN. 12" BELOW GRADE, SIZE NOTED. 0 man L Ll 11 1/2111 /21" (2) 36 GFRC POTS W/ 0 NON-PRESSURE LATERAL PVC: SCH 40 WITH PVC SCH 40 FITTINGS. DE All_ E, SHEET LI-2. ............... .............. DRAINAGE 4 IRRIGATION I ........................................ 11 i A72--Trees BURY MIN. 12 BURY MIN. 12" BELOW GRADE, SIZE NOTED. z L 3" sleeve 10 - 4 men PIPE SLEEVING PVC SCH 4a BURY MIN. 24" BELOW GRADE, EXTEND MIN. 12" DE AIL 1, SWEET, LI-2. Ile, ....................... .........................- A1P BEYOND EDGE OF PAVING. 2 A DIAMETER OF PIPE SIZE .................................. F 1411f ...........4............................ FF-P-1 FEBCO 825YA ANGLE PATTERN REDUCED PRESSURE BACKFLOW- V SIZE. INSTALLED BY CVWD. L E J It x MM NEW 3/4" HATER METER, INSTALLED BY CVWD. PAID FOR BY OWNER. Lj RAIN 7 BIRD LOW FLOW CONTROL ZONE KIT WITH PRESSURE REGULATING FILTER- AIL A, SWEET, LI-Z .................. . ........... 01 . Clean t USE *ACZ-015-PRF FOR FLOWS 0.2 -5 GPM, USE #Y\CZ-100-FIRF FOR 5 -15 GPM.0 r - rum ......................................... HS SIZE TAIL E, SHT. LI-3 4 RAINBIRD #PEB-PRS REMOTE CONTROL VALVE FOR TREES, PALMS POTS ONLY, I rows DETAIL F, SHEET. LI-2. ........................ ........... ----------------------------------- RAINBIRD 44LRC QUICK COUPLING VALVE I DETAIL D, SHEET. LI-3. L-- - tio 0 t;0 of t, NIBCO T-590-Y' SERIES, FULL PORT. Ill SIZE, BALL VALVE. • V3 t •own t's t 4 /2 ............................................. 11 - I > E AIL C, SHEET. LI-2.TORO INTELI ISENSE" SERIES, ETE-06-ID-IY INDOOR AUTOMATIC: CONTROLLER. D ro STATION "SMART" CONTROLLER INDOOR MOUNT, WITH ONE YEAR ET SERVICE. . .. ......................... ... INSTALL IN ELECTRIC ROOM AS SHOWN. POWER AVAILABLE BY GENERAL ...........-------------------------- sleeve I CONTRACTOR. IRRIGATION CONTRACTOR SHALL MAKE FINAL HOOK-UP OF 0 ..................................... ......................... FIELD WIRES. LIN NE IRRIGATION .......... I WILKINS #500 PRESSURE REGULATOR- P SIZE. SET AT 65 PSI. DETAIL D, SHEET. LI-2. "00 t 0 man No.. ...... ....... TI/7- 77-91fli.T tt;; DATA INDUSTRIALS FLOK SENSOR #10220, 1" SIZE. DETAIL E, SHEET. LI-4. if ................ ................ eve 81;;.......... t- 29 lam 41' �Ieeve d 11 �! Trees, plants, walls, alTdewalks and permanent st -`x ructures of 1/2 J11 1/2" ig t ............ FLOK IN GPM or built in CVWD A-4 VALVE SEaUENCE NUMBER •any kind shall not be planted, installed 0 waft . .................... and USBR easements or rl&t-of wag without first obtaTnine P,9 II. T_ - -- -- -- /411 - - -- - - - - - VALVE SIZE IG ON R I a-1 �,_M NYU-i-r-al C5i_ NOTES: ri encroachment permit from E 1. ALL EXISTING IRRIGATION SHALL REMAIN IN PLACE. CONTRACTOR SHALL IMPAIR AS NECESSARY. REPAIR AND/OR REPLACE ANY EXISTING PLANT MATERIAL OR DECOMPOSED GRANITE GROUND CV*-R. PRESSURE LOSS CALCULATIONS now 2. ALL EXISTING IRRIGATION AND LANDSCAPING 16 A PART A MASTER IRRIGATION SYSTEM AND DRIP VALVES MAXIMUM 12 GPM NOT A PART OF THE PROPOSED LANDSCAPE AND IRRIGATION DESIGN. 2 VALVES ON AT A TIME Dot Revision 41, 12.4gpm NEW 3/4" WATER METER 12 gpm 3.60 1.08.09 city comments Ill SERVICE LINE 150 LF. 3.6 I- I " BACKFLOH 12.0 .......... ............................. ............................................. V PVC 5CH 40 M.L. 26 LF. 0.2 Vernon Vault 1" RCV 3.5 FITTINGS 2.0 Eclium Vault PRESSURE REQ'D AT HEAD 30.0 IRRIGATION CONSTRUCTION LEGEND ( TOTAL LANDSCAPE AREA 3.40 S.F. ",3w&F., SrTE) ELEVATION LOSS 0.5 ZONE 4 FROM ETo MAP- 93.9 (D r REDUCED PRESSURE BACKFLOV4 INSTALLED BY CVWD. LATERALS 4.0 MISC 4.0 NOTES- L EXEFT AS NOTED, ALL PLANTING AREAS To RECEIVE DWMOOSED GRANM 3W MINUS WITH ft FINES, COMPACTED TO A FINAL 2"DEPTH. TAN COLOR To MATCH EXISTING ADJACENT DEVELOPMENT. Q IRRIGATION POINT OF CONNECTION- I" MAIN LINE STUB BY GENERAL FINAL TYM To BE SELECTED DURING CONSTRUCTION DRAWINGS AND APPROVED BY THE CITY OF PALM MGM. CONTRACTOR. IRRIGATION CONTRACTOR TO INSTALL GATE VALVE TOTAL PRESSURE LOSS 63.4 AND RUN PVC SC STATIC PRESSURE 95.0 H 40 MAN LINE TO REMOTE CONTROL VALVES. 2. ALL ARE-AS RECEIVING SHRUBS AND TREES ARE To FmcEIVE AN AxcmATjc5lRR1GAnON SYSTEM WITH AN Er BASED RESIDUAL PRESSURE 31.6 IRRIGATION CONTROLLER AND DRIP IRRIGATION WITH SINGLE OU7LF EMITTERS BASED INSTALLED MR CITY OF IRRIGATION CONTROLLED. INSTALL ON HALL OF ELECTRICAL PALM DESERT STANDARDS. TRICAL SET PRV AT 70 1=51 WATER NEED5/USAGE GALLONS MR QM ROOM. INSTALL 1 1/4 PVC SCH 40 SHEEP ELL COORDINATE WATER INFORMATION OBTAINED VINES-MODERATE WATER USE 2-3 t) FROM: DSC,4P VINM-HIGH WATER USE 3.1 WITH ARCHITECT'S PLANS/ GENERAL CONTRACTOR. CVWD '760-398-2661 x 3563 CONTACT: ROBERT R.SELF � SHRUBS-LOW WATER USE 0.9 OR LESS SHRUBS-MODERATE WATER USE 95 PSI STATIC PRESSURE SHRLBS-WIC44 WATER USE 2-3 IRRIGATION HATER MAIN LINE, PVC SCH 40, V SIZE. PROVIDED BY TREES-LOW WATER USE is 3.rp GENERAL CONTRACTOR FROM BAGKFLOK TO PLANTER AS SHOWN, INSTALL TREES-MODERATE WATER USE 38 V GATE VALVE PER LEGEND. PRESSURIZE PER SPECIFICATIONS. Sipe= PALMS-HIGH WATER USE 5% NEW 3/4" IRRIGATION HATER METER. EXISTING J." SERVICE LINE. HATER METER IRRIGATION FOG- INFORMATIO POINT OF CONNECTION N 3/31/09 CONNECT TO Ill SERVICE FROM Rmewdl)ift CVWD- HATER CALCULATIONS INSTALLED BY CVWD. PAID BY OWNER. , ` 3/4" WATER METER (INSTALLED BY CVWD). DW NEW BUILDING HATER METER * 2" SERVICE LINE. INSTALLED BY CVWD. \A� VERIFY LOCATION IN THE FIELD. LOCATE A VALVES IN OF C ALIV 0 PAID BY OWNER. PLANTER AREA. LOCATE BAC:KFLOH IN SHRUB AREA AND LANDSCAPED AREA OF 3,418 S.F. IN PALM DESERT NEAR INTERSECTION SCREEN WITH SHRUBS. OF GERALD FORD AND COOK STREET IN ZONE 4 (93.9" ANNUAL ETo). 1 1/411 PVC SCH 40 WIRE SLEEVE. COORDINATE WITH ARCHITECT'S PLANS. EXISTING STATIC; PRESSURE. . . . 95 PSI MIN. SYSTEM DESIGN. . . . . . . . 653.4 P51 Sheet Title: INSTALL LATERAL LINE, SLEEVE, ETC. PRIOR TO FOUR OF PAVING. MAX. DEMAND. . . . . . . . . . . . 15 GPM MAHA- 93.9 A 3,416 A 0.50 A 0.62/ 748z 99,495 GPYxi 133 CC-F PRESSURIZE TO 150 1=61 FOR 3 HOURS REFER, TO SPECIFICATIONS. • SET PRESSURE REGULATOR, SET a 65 1051 • EAHU = LOW 93.9 A 2,154 A 0.2 A 0.62/748/0.9- 38 CCF INSTALL IN PLANTER SHOWN FOR CLARITY. @ PALM TREE LIGHTS. 2 TOTAL z MODERATE 93.9 A 1,264 A 0.5 A 0.62/748/0.9a 55 CCF GRAPHIC SCALE 1"=20 ' IRRIGATION PLAN TOTAL- 93 CCF 11 PRESSURE REGULATOR- HILKINS MODEL #500. MOM 12 EXISTING VAULT. REFER 1`O ARCHITCT'S PLANS. PROTECT IN PLACE. 20 0 20 40 60 EAWU TOTAL OF 102 CCF IS LESS THAN MAHA OF 133 CCF DATA INDUSTRIALS FLOW: SENSOR #P220, I" SIZE. 'e, Parcel Map Number: #31563 These plans have been reviewed by the Coachella Valley Water Job No. NOTES-. '1Z 2WS-066 1. LOCATE ALL VALVES IN 5�4RUB AREA, SHOWN FOR CLARITY ONLY. qNAT E R District in accordance with Water Code Title 7, Division 1, Chapter IRRIGATION EFFICIENCY= 2. ;ee-Y I-,' 111`^V___ 3,Article 10.8, Section 65597 at seq. requiring efficient landscape Scolle: Ill= 201 PLANT FACTOR= LOW SHRUBS-0.20, MODERATE SHRUBS- 5.0 COORDINATE LATERAL PIPE SLEEVING PRIOR TO and irrigation design on cooperation with the local governing Dmwn. JRS INSTALLATION OF CONCRETE. Team: MjB TOTAL AREA IN SQUARE FEET- 3,418 S.F. agency (City or County). ETo= (Palm Desert) 93.9 3. INSTALL IRRIGATION SLEEVES UNDER ALL SIDEWALKS PER PLAN. Underground Service Alert Approval of this drawing by CVWD staff dl�es not constitute CONTRA( SHALL NOTIFY approval to encroach into district and USBIR Right-of-Way. Trees, Checked: JRS AC T Call: TOL L FREE 4. INSTALL (1) SPARE WIRE IN: THE V41RE SPLICE BOXES LOCATED AT UNDERGROUND SERVICE ALERT plants,walls and permanent structures of any kind may not be THE TERMINAL ENDS OF EACH LENGTH OF PRESSURE SUPPLY LINE. 1-800 A MINIMUM OF 48 HOURS PRIOR planted or installed in CVWD and USBIR easements or IRRIGATION CONTROLLER 'A' LOCATION- 5. TREES, SHRUBS AND POTS ARE ON SEPARATE REMOTE CONTROL VALVES. 227-2600 TO BEGINNING ANY CONSTRUCTION Right-of-Way without first obtaining an encroachment permit from Sheet Number. WORK. SEE GENERAL NOTES CVWD. Ill VOLT POWER AVAILABLE BY GENERAL CONTRACTOR LOCATED IN THE FOR FURTHER INFORMATION. 0 ELEC:TRICAL ROOM, IRRIGATION CONTRACTOR RESPONSIBLE FOR FINAL HOOK-UP SEE SHEET L-2 FOR IRRIGATION DETAILS. TWO WORKING DAYS BEFORE YOU DIG INSTALL CONTROLLER ON HALL OF: ELECTRICAL ROOM. SWEEP ELL PROVIDED. SEE SHEET L-3 FOR IRRIGATION SCHEDULE. DATE Water Management Supervisor TORO INTELLISENSE # ETE-066-ID4Y. CALL WEATHERTRAK 1.800.362.74 FOR SERVICE. SEE SHEET L-3 FOR IRRIGATION LEGEND AND DETAILS. LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE SEE SHEET L-4 FOR IRRIGATION NOTES AND DETAILS. ARCHITECT FOR FINAL INSPECTION. CVWD Plan# Development Services Supervisor SEE SHEET L-5 L-6 FOR IRRIGATION SPECIFICATIONS. 2 OF 11 , nbi t1 12" OUTDOOR landscape development 0HALL MOUNT CONTROLLER ►manse No.8M2 LEGEND •. ° .714.5421740 �i14 641.4 II ® 110V POWER SUPPLY (TO BE --r 1. LO DIAMETER CIRCULAR VALVE BOX. QUICK PROVIDED BY ELECTRICAL COUPLING CONTRACTOR) 4. °o°o o°0 3/4" DISC FILTER ' ® SECURE CONDUIT TO WALL °o°o°o°o � I- V 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. AT 12" O.C. a:•.::' 0000 PVC MAINLINE REMOTE CONTROL 3/4" PRV 45 PSI HF V ZQ ® GALVANIZED CONDUIT 4. VALVE 1 FPT LU I- '0 N tii 3. 12" x 1$" RECTANGULAR VALVE BOX. ABOVE GRADE TO ° 6� 1 NOTES AUTOMATIC VALVES :' ° Z m o 3 . • A. CENTER VALVE BOX OVER VALVE TO FACILITATE O FINISH SURFACE ^a.. - Z Q) � .. c� SERVICING •. . I O ., ( Z 0 � N OF VALVE. 10SECURE CONTROLLER TO o 0 2 - -- FLOW ! Q O- x g. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN WALL WITH APPROVED vVj Q 0 6� U 3 MULCH COVER OR GROUNDCOVER/SHRUB AREAS ANCHOR BOLTS. 6 6 Q o 0_0 „ GROUND CONTROLLER AS PER ° o - Q ``� `� � -SET I" ABOVE FINISH GRADE IN TURF AREAS. ° 2" MINIMUM > Z (� x MFG'S RECOMMENDATIONS. 3 CLEARANCE Q ►-� J (�/ ONE u- 10" G SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- ELEDTRICAL WORK TO �nn���,, n �, nn���,, nn���,, �n o -44 (���., -n.��, -nn���.,, -{-� �, COVER/SHRUB AREA WHERE POSSIBLE - INSTALL CONFORM TO LOCAL CODES. 4 0` 'o`er'o`er'o`er'o `� o`er"o`er'o`er'ov`F"o oq 1 IN TURF ONLY IF THERE 15 NO ADJACENT GROUND- o 0 5 O o O 0 o 0 o 0� o 0� O o 0� 0 o o nr VP COVER. •. o�o�° -'o`L�'o`�?'o o`er' • *, f 1" x 3/4" SCH 40 �� �� SET VALVE BOXES PARALLEL TO ONE ANOTHER ° BRICK SUPPORT I CU. FT. PEA RED BUSHING TxT 12 x l8 PVG OR POLY D. AND PERPENDICULAR TO EDGE. 4�W . :.' :•', (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE O •% TAN BOLT DOWN • ... ,- . . .. .•; � AVOID HEAVY COMPACTION OF SOIL AROUND VALVE LID E. BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. •� F. ALL LIDS AND BOXES TO BE TAN COLOR NOTE: 1. ALL LIDS AND BOXES TO BE TAN COLOR V PLAN VIEW Q--1 2. INSTALL NO MORE THAN 2 VALVES BOXES TOGETHER. O G. NO MORE THAN 2 VALVE BOXES TOGETHER. REFER TO DETAIL F SHEET L-2. y SEPARATE BOXES AS SHOWN ON PLAN. Oct F VALVE BOX LAYOUT C A UTOMA TIC CONTROLLER Woll Mount A DRIP ZONE CONTROL VALVE yrraft row 14 0 FINISHED GRADE IN TURF AREAS OV 3/4" WATER METER * REDUCED PRESURE BACKFLOW TO BE INSTALLED BY CVWD PLASTIC RECTANGULAR VALVE BOX WITH TAN BOLT DOWN V • 2 L' a 3/4" WATER METER REDUCED PIRESURE BAGKFLOW TO BE INSTALLED BY CVWD COVER, USE STAINLESS BOLT, NUT, AND HASHER. �BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE _ EDGE. HEAT BRAND "BV" ONTO LID, e -0 BALL VALVE, FULL PORT SEE LEGEND FOR SFfEGIFIGATION 1 I. REDUCED PRESSURE BACKFLOW 2_0 z3 8 FINISHED GRADE IN SHRUB AREAS ••� V DEVICE- INSTALL BY CVWD 11 MI I I-1 =I I I=I I I= 4" MIN. -1 I I-IIII 2. FINISH GRADE III-III- III-III- =1II-II III-III: C' 3. PVC MALE ADAPTER. 4 P FLOW P PRESSURE SUPPLY LINE „mina ° 4. PVC PRESSURE MAINLINE- 2" MIN. DEPTH AS PER SPECS. cO cO E ' BUILDING CONTRACTOR SHALL o o PVC SCH 40 COUPLING (2 REQUIRED) C Q�.0 MAKE CONNECTION AND RUN SERVICE q a4p�8 a � ° LINE TO POINT OF CONNECTION FOR CCU 2 IRRIGATION GONTRAGATOR. SEE PLAN �'�� °�o � °o° ° BRICK SUPPORTS CZ REQUIRED) _ �O 5 PVC MALE ADAPTOR (2 REQUIRED) N FOR LOCATION, c Date Revision o °° ° ° orb oC�o ° b�o 171, 6 LANDSCAPE FABRIC INOTE: ALL LIDS AND BOXES 1.08.09 city comments 7 3/4" CRUSHED AGGREGATE, 8" DEEP TO BE TAN COLOR NOTE: 4 I. RECTANGULAR VALVE BOX 5. 2 x 4 x 12 REDAOOD BLOCK (4) BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 5 W/ LOCKING COVER 6. (3) G.F. PEA GRAVEL SUMP INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 3 2. F I NI 5H GRADE INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE *7. PRESSURE REGULATOR INSTALLATION AT MAIN LINE DEPTH. 5. BALL VALVE 8. UND 15TURBED NATI\/E 501 L 4. MAINLINE PIPING AND FITTING q. MALE ADAPTOR- TYP I GAL NOTE: ALL LIDS AND BOXES TO BE TAN COLOR G REDUCED PRESSURE BACKFLOW- BY CVWD D BALL VALVE PRESSURE REGULATOR (D/3 BALL VALVE 9 tiANDS CAp41 S R. SELF 1 1. HARDSCAPE SURFACE. 6„ sib 3/31/09 . 2. CLEAN BACKFILL AS REQUIRED, 2 * 'm"D* > < 4 TO BE SET IN 6" LIFTS. REFER TO fp D 4 = 2 SPECIFICATIONS FOR SPECIFIC a ° 9 OF CALIF') ua LU MATERIAL AND COMPACTION QREQUIREMENTS. 3 N 3. GLEAN SAND. ? Sheetrifle: w LU L 3 4. LATERAL LINE WITH SLEEVE. LU Q Q 5. PRESSURE MAIN LINE WITH SLEEVE. Q =3 =3 =3 4 6. CONTROL WIRES 4 COMPUTER - 1. SATURATE AND COMPACT GRAPHIC SCALE 1 "=20 ' IRRIGATION DETAILS _Z It m 5 HARDWARE WIRE SLEEVE. BACKFILL TO 9io 0 . ® 3 2. FINISH SURFACE. 20 0 20 40 60 �., 3. NON-PRESSURE LATERAL LINE. U ro" 4 4. PRESSURE MAIN LINE. These plans have been reviewed by the Coachella Valley Water CONTROLLER. WAT E District in accordance with Water Code Title 7 Division 1 Chapter NOTES: ® R � Scale; � ALL SLEEVES TO RUN A MIN. OF 12" BEYOND 5 5. DIRECT BURIAL LOW VOLTAGE 3,Article 10.8, Section 65597 at seq. requiring efficient landscape HARDSCAPE EDGES. and irrigation design on cooperation with tl�e local governing aOWn: ASi CONTROL WIRES, BUNDLE AT 10' agency(City or County). Team: MIB • ALL SLEEVES TO BE PVC. 5CH. 40 AND O.C. HARD HIRE AT Approval of this drawing by CVWD staff dos not constitute TWICE THE DIA. OF THE WORKING PIPE. 40/ST R I G� approval to encroach into district and USB Right-of-Way. Trees, Chec6d: AS loft NOTE: plants,walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or GLEAN BACKFILL MAY BE SUBSTITUTED Right-of-Way without fit FOR SAND UNDER WALKS AND DRIVES. REFER TO SLEEVING DETAIL FOR g -o - ay wours obtaining an encroachment permit from SheetNumber: TRENCHING IN PAVED AREAS. CVWD. ,.. I RV DATE Water Management Supervisor -2 0 Z H SLEEVING E TRENCHING CVWD Plan# Development Services S pervisor 3 OF a ' nbi LEGEND MAXIMUM landscape development NOTES 1. LEGEND FOR POT SIZE AND CONSTRUCTION Ph.714.5421740 LARGE Lkw=No.880342 • SHIM POTS AS NECESSARY TO 2. IMPORT PLANTING MIX-5096 KAIBAB FAx 714.641.8475 LEVEL PLANTER TOPS ORGANIC MULCH, 509. SILTY LOAM SOIL • CENTER POTS IN PAVING AREA 3. 1" LAYER OF PEA GRAVEL GRID PATTERN AS SHOWN ON U CONSTRUCTION PLAN 4. RAINBIRD PA85-1402 BUBBLER. DETAIL B THIS SWEET. 211 1 U Z - 5. 3" ATRIUM GRATE (NDS -BLACK) 2 1 2 16 3 4 6. 3" DRAIN LINE UNDER PAVED AREAS = _ = I I = I I= LEGEND c:3 CIO�► N �U Gig of Palm Desert �.,� � �. .. � .. ;,.� �M_Ef o e€..3p .4� 3 .rao<r�s�.z 2,4)..,.F�f. � �..=t �� � 7. 3/4 DIA WASHED GRAVEL - VOLUME OF - 1-I I - -I V Z I � O ' �ii ;s , ic'xtg-r€' .�a„y I �a'fBF<c �.�..,,., \ II II I -I I I 1. BUBBLER PER PLAN. (� �.,� Water sllait'f Cart a :w � a�r�F nt GRAVEL 18 HIGH X 8 W f DE X 4 LONG - - - 3 `" INSTALL FLUSH WITH TOP 12 I I- 8. 3 PERFORATED DRAIN LINE IN SUMP OF POT. ) L Z 6N (A Q) CV l�l~TOZo€e � � 13 9 10 AREA, OR TIE INTO SUBSURFACE DRAINAGE � � O � X 5 • 9. PAVING. SEE CONSTRUCTION PLAN 4 ENGINEER'S PLANS. = 4 2. TOP OF POTTING SOIL Qi U 'I 0 Total Murnberof Ptants 1 .m�._I Tota'MWA 133,08 _ � � � Q 4 _ =1 I I=1 I I=1 I . - _ 3 II 3. SGH. 80 PVC, NIPPLE Q (L U cp „ Irrigation System Tye Sere r or e t gtirtr ted Water 0 �,� -�I -1 �_-� 10. /4 DIA WASHED GRAVEL AT BOTTOM OF �- Z �9 0 X L s€1r Footage ulatFt I-1 I I-1 I L -III- - I I_I I I I III-1 11- m ill i-I i - POT-4 DEEP 4. POT Q Q c`nv v �o � [DripUL iree8a51er€bszlvarfc�etage X,41 d - 1= 11. FIBER FABRIC SCREEN - �_ f_,0WShrubS J87 1 l�r zo*75 35,25 >?e ao.. = 5. SCH. 80 PVG TEE AND turf Spray Square Foota L ��_ ......� �_. . _.._. • __.__ � I �.. _ _ 15 12. THOMPSON S CONCRETE WATER SEAL IN51DE OF POT ELBOW t<oualmgd-shrubs Drip i 0 0 7 13. FINISH GRADE IN PLANTER I= I' Turf Rotor Square footage � _ � 1_-.- . -..-----_� __.._-.n_." _j _ _ - I I �=1 6. SCH. 80 P1lG STREET ELL 14 8 6 14. EXIT DRAIN LINE WITH IRRIGATION LINE i = - 6 Iaterfeatute Still fe F€ o#age # M shrubs Drip 9 3 2 5 �.-�-� �" 15. WAX SEAL BETWEEN POT AND PAVING -I I = I T PVC LATERAL LINE F odil F€Shrubs €1 - _ - 1 C wate4eature tov€rfrg 5quare Footage zt€ SECTION 16. PVC SGH 40 TEE, 5x5x5 O ro&�Square f-aWageFAWN M � NOTE= • REFER TO PLANS FOR POT M PLACEMENT AND LATERAL LINE t.Bess;rtlloivatafe8oulde�rlCcsbb€e i �� � ������ _ o � LOCATION. •� Square F tags _ »_ _�_ � I NOTE: INSTALL IRRIGATION HEAD NO � f GOER THAN TO THE TOP OF POT. V Wilder and Cobbk Instir floes-if the Pied Trees 8 11rr � 18719 ; 8A O total,imc unt of Ix-,ukJer and Lnt ble area -- i 3 A POT IRRIG/I TION DETAIL B POT BUBBLER ON RISER y w€tl �z,Plant rnat ri l€s 9=.�� tr r tier€ of Mo li"i Trees {I?rE 4Et 8 f the total 4ndsca ;area it may I*uwd t a jU.St the C V&. Iili iac u''Sr aPe afeia, High Trues !Drip I b €i Net square Rota 3.418 Total Plb is 146 _- Total Tr"and Shrub EWU 91,36 3 11 LEGEN D N Total Water#eature EWU �, C4 2 1. TREE' 1. ROUND TAN PLASTIC � 0*4 1 PLAN 2. EDGE OF TREE ROOT BALL VALVE BOAC. a TotalTurf EWIJ (l Q • 2 2. QUICK GOUIPLER VALVE. 3. RAINBIRD BUBBLER HEAD (TWO REQUIRED). C Total Estimate Water Use 91.36 - - SEE NOTE BELOW 3 3. Ill MAX. ABOVE FIN 15H -0 - ._. 4. MARLEX 90 DEG. 5TREEL ELL JOINT 4. BRASSENIPPLE, LENGTH lam 12II MINIMUM 5. FINISH GRADE AND FILTER FABRIC LAYER. 4 AS REQUIRED. a �' V I1 T NNW 6. DECOMPOSED GRANITE 5. 4" MIN. DEPTH GLEAN • 5 PEA GRAVEL =' 6 5 6 6. BRA55 STREET ELL, m (G) WATER C,/,_61LCULAT/ON CHART o-_ �. TWO C2) MARLEX TxT 90 DEGREE STREET ELLS. i„ m 8. RAINBIRD 1804-PRS BODY. SEE LEGEND FOR NOZZLE. TYPICAL O 4 - illl 7. CONCRETE BLOCKING �■ Ilii' ""_""= _""= 0 9. PVC 5xT 90 DEGREE ELL OR BRICK, TYPICAL �� o-_ co =1111 8 10. PVC 5CH. 40 PIPE TO CONTROL VALVE. 8. PVC MAIN LINE, DEPTH C 0 Illlii= illlii 11. FINISH GRADE OF D.G AS REQUIRED. ll _ - _ I 8 9. PVG SGH 4O TEE OR i-u I-�- 12. 2 DEPTH OF CLEAN BAGKFILL UNDER IRRIGATION PIPES ELL. �.T 13. UNDISTURBED NATIVE SOIL 9 4 14. POP-UP RISER WITH BUBBLER NOZZLE 13 2 12 4 10 10. BRA55 NIPPLE 6" MIN. Dame Revision SECTION NOTE: 1. SET BUBBLER MINIMUM 12" AWAY FROM ROOT BALL 11 LENGTH. 08.09 c4ycomments 11. 36" MIN. LENGTH #4 2. SET TREE ON UNDISTURBED SOIL REBAR STABILIZER, YEARLY WATERING SGHIEDULE Establishment Period 3. PROVIDE MINIMUM 2" DEPTH OF CLEAN BAGKFILL ATTACH W/l2) STAINLESS UNDER IRRIGATION PIPES STEEL BANDS. JAN FEB MARCH APRIL MAY JUNE JULY AUG SEPT OCT NOV DEC 4. TREE PIT PER PLANTING DETAILS " NOTE: 1. INSTALL WITHIN 6 OF PAVING. 2.44 3.31 5.25 6.85 8.67 9.57 9.64 8.67 6.85 5.00 2.95 2.2 71.4 RAINBIRD 18045AM-PR5-1401, 30 1=51, 0.25 GPM, FOR LOW WATER USE TREES. 2. ALL LIDS AND BOXES TO BE TAN COLD RAINBIRD 1804-PRS-1402, 30 P51, 0.5 GPM, FOR MODERATE WATER USE TREES. w W w w w w w W Liw w Lill -1 J J J J _l _J _J _J _J _J U U U U TREE BUBBLERSrr r r r r >- r r r r r rYQU YaU YaU YaU YQU YaU YaU YaU W0 W0 YQU W0 CD QUICK COUPLING VALVE W p W p W p W p W p W p W p W p W p W p W p W p W W W W W W W W W W W W 3:of �a= W 3o_W 3o-W 3o-w �a= W 3:xw �o-w 3o- W 3Ofw 3ofW 3ofW ww Wa- Ww wo- Wo- wa- Wa- Ww ww ww Wa Wa- o_a_ m a- of a- o_a- of a- o:a- of a- o_Q_ o_0- Of a- o_o- o_a_ w w w w w w w w W w w w LEGEND (n to (n (n (n N (n cn (n (n cn (n a-(n W a-(n w 0-(n W 0-(n W 0-(n W a-(n W a-(n W (n W a-(n w a-(n W a-(n w a-(n W w F- w F- W F- W F- W F- w F- w F- W F- w F- W F- W F- w F- I. ELECTRIC CONTROL VALVE. Lpr1DSCAp (nJ� W _jD (nJD (nJZ) (nJZ) (n.JD (nJD (nJZ) (n-_FZ) (nJ� (nJZ) (n-_IZ) ACTUAL 9 F STATION rUZ rUZ rUZ rUZ rUZ rUZ rUZ rUZ rUZ rUZ rUZ rUZ_ GAL S R. SELF PM/type (VALVE ) GPM p U U 3 <U- <U - U - U- <U - U o U �U _ U - 0 U PER/YEAR/CCF 2- RECTANGULAR VALVE BOX W/ TAN BOLT �k �Q � r DOWN GOVER.HEAT BRAND VALVE STATION v� shrb/drip 1 11 .8 2,2,8 3,2,8 4,2,9 5,3,10 6,2,10 7,2,10 7,2,10 6,2,7 5,2,7 4,2,6 3,2,6 2,2,5 110,330/13.8 Q NO. ON LID IN 2" HIGH CHARACTERS. a sipamm tree/bblr 2 11.5 2,2,16 3,2,17 4,2,17 5,2,19 6,2,20 7,2,20 7,2,19 6,2,18 5,2,20 4,2,17 3,2,19 2,2,14 22,517/30 3. CHRISTY'S I.D.TAG - NUMBERED TO MATCH 3/31109 DRAWINGS. x�D* shrb/drip 3 8.8 2,2,8 3,2,8 4,2,9 15,3,10 6,2,10 7,2,10 17,2,10 6,2,7 5,2,7 4,2,6 13,2,6 2,2,5 8,450/11.2 PLAN 15 13 1 2 3 4 iPTq nm �' 4. FINISH GRADE. �of c At-IF shrb/drip 4 4.5 2,2,8 3,2,8 4,2,9 5,3,10 6,2,10 7,2,10 7,2,10 6,2,7 5,2,7 4,2,6 3,2,6 2,2,5 4,320/5.8 x= - 5. 12" LONG SCHEDULE 80 TOE NIPPLE. palms/bblr 5 6 2,2,15 3,2,19 4,2,18 5,2,20 6,2,20 7,2,20 7,2,20 6,2,19 5,2,21 4,2,17 3,2,15 2,2,14 12,228/16.3 5 5 6- PVC PIPE TO SPRINKLERS - ANGLE PIPE TO Sit ram. pots/bblr 6 2.0 2,2,4 3,2,4 4,2,4 5,2,4 6,2,4 7,2,4 7,2,4 6,2,4 5,2,4 4,2,4 3,2,3 2,2,3 394/0.53 6 SPECIFIED DEPTH WITH 45 DEG. ELLS. 12 MONTH TOTAL 1,916 3,087 4,268 6,192 5,916 8,456 7,812 6,008 5,357 3,618 2,773 1,494 58,261/78 '7. COMMON BRICK (4 REQUIRED).11 IRRIGATION DETAILS NOTE: THIS SCHEDULE IS PROVIDED AS A GENERAL GUIDELINE - THE LANDSCAPE MAINTENANCE COMPANY SHALL BE iv . S. COMMON WIRE TO OTHER VALVES ON SAME RESPONSIBLE FOR HEALTHY PLANT MAINTENANCE WITHIN THE MAXIMUM APPLIED WATER ALLOWANCE GUIDELINES. 10 80 oo°. Q o° •o Mo••o a CONTROLLER. GRAPHIC SCALE 1 "=20 CALCS & SCHEDULE IRRIGATION SHALL BE SCHEDULED BETWEEN 1OPM AND 5AM. ° ° ° 9. 3/4" CRUSHED ROCK. S" DEEP. ° ° ° ° ° 10. CONTROL/COMMON WIRES FROM 20 0 20 40 60 9 8 7 CONTROLLER. SECTION 14 These plans have been reviewed by the Cpachella Valley Water Job No. : 2008466 11. PVC SCHEDULE 40 PIPE. WATER District in accordance with Water Code Title 7, Division 1, Chapter loft 3,Article 10.8, Section 65597 at se requiringefficient landscape arle.-' � 2" IN SHRUB AREAS. 12. PVC SxS 90 DEG. ELL Q' P n AS O 1" IN TURF AREAS, and irrigation design on cooperation with the local governing IJl�7w: 4013. WIRE CONNECTOR. agency(City or County). Team: MJB 40Approval of this drawing by CVWD staff does not constitute 4. 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. O/ST R 1 G� approval to encroach into district and USBI Right-of-Way. Trees, AS plants,walls and permanent structures of any kind may not be q' 15. COIL WIRES PER SPECIFICATIONS. planted or installed in CVWD and USBR easements or Q� NOTE: 1. ALL LID5 AND BOXES TO BE TAN COLOR Right-of-Way without first obtaining an encroachment permit from Sheet Number 2. INSTALL NO MORE THAN 2 VALVES BOXES TOGETHER. CVWD. y. REFER TO DETAIL P SHEET L-2. o DATE Water Management Supervisor L-3 H lRRIGA Tl0/N SCHEDULE E REMOTE CONTROL VALVE- TREESIPALMSIPOTS z CVWD Plan# Development Services Supervisor 4 OF 4' a IRRIGATION MANAGEMENT REPORT SINGLE-OUTLET EMITTER: RAINBIRD nbi 1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE PRESSURE COMPENSATING landscape development INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE PG-AA-10-32 PC MODULES SERIES WITH A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. TOTAL LANDSCAPE AREA: 3,418 SQUARE FEET PG DIFFUSER GAP EMITTER L o.PIL 8803�42 CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE 4„ RAINBIRD MODEL PFR/FRA, Fibs 7U.641.&75 REQUIRED NUMBER OF WIRES UNDER PAVING. SHRUB / GROUND COVER AREA: 3,418 SQUARE FEET. PRE-ASSEMBLED POLYFLEX RISER 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE THE LANDSCAPE DESIGN INCORPORATES PLANT MATERIAL THAT HAS LOW TO MODERATE ADAPTER (LENGTH AS REQUIRED) 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. WATER USE FOR SHRUBS AND TREES AND HIGH WATER USE FOR PALMS. 96 THE IRRIGATION SYSTEM UTILIZES LOW VOLUME DRIP SYSTEM AND LOW VOLUME BUBBLERS. FINISHED GRADE/ V 3. PIPE SIZES SHALL CONFORM TO TH05E SHOWN ON THE DRAWINGS. NO THE IRRIGATION CONTROLLER IS AN "ET BASED" CLOCK WHICH ADJUSTS RUN TIMES DECOMPOSED GRANITE F- Z SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT EACH DAY. DECOMPOSED GRANITE AND ANGULAR ROCK IS USED BETWEEN SHRUB AND v Q SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGES TREES WHICH NEEDS NO WATER. LANDSCAPING WILL BE CONSIDERED PERMANENT AND AND 1=III=III=1 III=III= OF SAID REJECTION. SHALL BE REMOVED FROM THE SITE AT THE TIME A NEED FOR MAINTENANCE WILL BE REQUIRED FOR THE LENGTH OF THE LIFE OF THE =III=III=III I=III=I I= N LANDSCAPE. I-III=1 11=I III=III-I z o 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED Q U cA BY OWNER'S AUTHORIZED REPRESENTATIVE. THE ATTACHED IRRIGATION SCHEDULE REFLECTS THE USE OF THE REFERENCE LU � 0 � Q) EVAPOTRANSPIRATION RATE (ETO) FOR PALM DESERT SINCE THERE 15 NO RECORDED 65 0- Z 0 C0 5. l20 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL ' L 9D PVC, SGH 40 TEE OR EL PVC LATERAL LINE ETO FOR THIS SPECIFIC SITE. THE ETO USED IS 93.9 INCHES PER YEAR, 0 BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE q) Q 0 CONTROLLER. THE RUN TIMES CALCULATED IN THE IRRIGATION SCHEDULE ARE FOR REFERENCE 2" DEPTH OF CLEAN BACKFILL ONLY AND NEED TO BE FINE TUNED DEPENDING ON EXACT ENVIRONMENTAL UNDER IRRIGATION PIPES 0 ZZ „ ro. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE CONDITIONS AT THE SITE. RUN TIMES WERE COMPUTED BY U51NG THE REFERENCE L m d) UNLESS OTHERWISE SPECIFIED. EVAPOTRANSPIRATION RATE FOR THE 51TE WITH THE PRECIPITATION RATE OF THE 0- 0OL L1_ � IRRIGATION SYSTEMS AND THE CALCULATED WATER USE REQUIREMENT FOR THE 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER PLANT MATERIAL USED. ACTUAL RUN TIMES MAY VARY DUE TO ENVIRONMENTAL HEADS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY CONDITIONS. THIS CHART 15 ONLY A STARTING POINT. CHANGES IN NORMAL ONTO WALKS, STREETS, WALLS, ETC. TEMPERATURE, WIND, PRECIPITATION ETC., WILL AFFECT REQUIRED RUN TIMES. THE S. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN RUN TIMES PRESENTED HERE REFLECT IRRIGATION ESTABLISHING NEWLY INSTALLED ROOT BALL OF SHRUB PAVED AREAS ARE FOR DE51GN CLARIFICATION ONLY AND SHALL BE LANDSCAPES. PLACE EMITTERS AT EDGE OR TREE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR OF ROOTBALL ON SHALL LOCATE ALL VALVES IN SHRUB AREAS. OPPOSITE SIDES OF FOR SHRUBS USE ONLY:SHRUB. ADJUST PER PC-AA-1032 PG MODULES IT 15 ADVISED THAT IRRIGATION OCCUR DURING EARLY MORNING HOURS WHEN MINN 9. IT 15 THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ROOTBALL 51ZE TYPICAL'. '. .• SERIES ( 5.0, 10.0 PER OUTLET ), TEMPERATURES AND WIND ARE LOW. IF PLANT MATERIAL REQUIRES MORE WATER INSTALL WITH MODEL PFR/ERA FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, THAN GAN BE APPLIED IN ONE CYCLE RUN MULTIPLE CYCLES. •C RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR PRE-ASSEMBLED POLYFLEX SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL BE SURE TO ALLOW ENOUGH TIME FOR THE WATER TO PERCOLATE INTO THE SOIL PRIOR ' . . RISER ADAPTER. V COORDINATE HI5 WORK WITH OTHER CONTRACTORS FOR THE LOCATION TO STARTING SUBSEQUENT CYCLES. EXCESS RUN-OFF WILL CAUSE EROSION AND CAN 0 AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, LEAD TO MORE SERIOUS PROBLEMS. MOST OF THE PLANT MATERIAL USED ON THE PROJECT y UNDER ROADWAYS AND PAVING, ETC. CAN BE CONSIDERED TO BE OF LOW TO MODERATE SHRUBS AND LOW TO MODERATE TREES, y WITH MODERATE/ HIGH WATER USE PALMS. THE IMPLEMENTATION OF A "SMART CONTROLLER" 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE THAT CAN ADJUST RUN TIMES AND CAN RUN MULTIPLE CYCLES AND CAN STORE INDEPENDENT a DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, PROGRAMS WILL REDUCE THE AMOUNT OF WATER APPLIED TO THE MINIMUM THAT WILL SUSTAIN PVC LATERAL LINE PIPE, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST SUSTAIN HEALTHY PLANT MATERIAL, ALONG WITH SOUND HORTICULTURAL PRACTICES SPECIFICATIONS FOR y e•aa THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH SUCH AS FERTILIZER PROGRAM. MANAGEMENT OF THE IRRIGATION TIMING ALONE MAY TAKE SEE SEETr= AND DEPTH NOTE: OBSTRUCTIONS OR DIFF1`RENCE5 SHOULD BE BROUGHT TO THE ATTENTION A FEW SEASONS OF FINE TUNING. ONCE THE BASIC SEASONAL WATER REQUIREMENTS REQUIREMENTS PROVIDE EMITTERS QUANTITIES AS SHOWN ON PLAN OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS HAVE BEEN ESTABLISHED, (TAKING INTO CONSIDERATION FERTILIZING, PRUNING ETC.) (REFER TO IRRIGATION LEGEND) NOTIFICATION 15 NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL CONSIDERATION FERTILIZING, PRUNING ETC.) MINIMAL EFFORT WILL BE REQUIRED TO = N ASSUME FULL RE5PONSIF3ILITY FOR ANY REVISIONS NECESSARY. ACTUALLY MANAGE THE IRRIGATION TIMING. FURTHER FINE TUNING SHALL OCCUR AS a 11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED TREES MATURE, AND HAVE BECOME ESTABLISHED. IRRIGATION TIMING SHOULD BE REDUCED V L .0 SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND AT THESE AREAS AS REQUIRED WHEN IT BECOMES EVIDENT THAT PLANT MATERIAL IS ESTABLISHED C 0 F SPECIFICATIONS. TRIM ANY EXPOSED TEFLON TAPE FROM PIPE THREADS. REDUCING WATER REQUIREMENTS. SINGLE OUTLET EMITTER L •- 12. ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR IRRIGATION MAINTENANCE SCHEDULE O mm TYPICAL INSTALLATION ONLY, AND MAY NOT BE REQUIRED ON ALL HEADS. •t3 U. V PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE 1. AN INSPECTION OF VALVES, QUICK COUPLERS AND OTHER PRESSURIZED ABOVE FINISH GRADE ON-SITE GRADES. IF THI~RE 15 AN ELEVATION DIFFERENCE OF 24" OR GROUND CONNECTIONS SHALL BE PERFORMED ON A MINIMUM MONTHLY BASIS. � � MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, A SUMMARY OF INSPECTIONS SHALL BE DOCUMENTED IN A MONTHLY REPORT. THI5 = a it THE ADV'S SHALL BE INSTALLED PER THE DETAIL REPORT SHALL BE SUBMITTED TO THE OWNER, ro" ROUND m h 2. INSPECTION OF IRRIGATION DRIP EMITTERS, BUBBLER HEADS NOZZLES, TO CORRECT VALVE BOX SEE O m l3. REFER TO SPEGIFIGATIONS FOR STANDARDS OF MATERIALS AND ALIGNMENT, CLEAR LATERALS, ADJUST LOCATION, GLEAN SCREENS AND REPAIR WORKMANSHIP. DAMAGED HEADS SHALL BE PERFORMED TWICE PER YEAR (6 MONTH INTERVALS). SPECS �o DOCUMENT IN A MONTHLY REPORT TO THE OWNER. AUTOMATIC LINE FLUSHING 0� mom 14. ALL LATERAL UNDER PAVING SHALL BE PVC SGH 40 AND INSTALLED IN 3. CONTRACTOR SHALL CLEAN IRRIGATION CONTROLLER AT LEAST ONCE PER YEAR NETARM VALVE TL050MFV-1 a _ A SLEEVE PER SPECIFICATIONS. AND SHALL BE RESPONSIBLE TO KEEP CONTROLLER AND ENCLOSURE PEST AND MILDEW , FREE. CONTROLLER SHALL BE SERVICED AND CHECKED ON A BI-ANNUAL BASIS BY QUALIFIED 15. IRRIGATION CONTRACTOR SHALL ESTABLISH WATERING SCHEDULE FOR THIS TECHNICIAN TRAINED BY TORO IRRIGATION. DOCUMENT SERVICE IN MONTHLY REPORT. ' PROJECT BASED ON SOIL , PLANT TYPE AND ENVIRONMENTAL CONDITIONS. 4. SET AND PROGRAM AUTOMATIC CONTROLLER FOR SEASONAL WATER IF AN IRRIGATION SCHEDULE 15 PROVEDED IT 15 TO BE USED AS A GUIDE ONLY. REQUIREMENTS. GIVE THE OWNER OR HIS REPRESENTATIVE A COPY OF THE 1/2" PVC FEMALE r ADAPTER J U 0 U U L III fro. INSTALL (2) SPARE WIRES IN THE WIRE SPLICE BOXE5 LOCATED AT THE TERMINAL TIMING SCHEDULE BY SEASON, AND A KEY TO THE CONTROLLER AND INSTRUCTIONS AND PIPING o�o�0 0( Date Revision ENDS OF EACH LENGTH OF PRESSURE SUPPLY LINE. EACH SPARE WIRE SHOULD ON HOW TO TURN SYSTEM OFF IN AN EMERGENCY. A CONTROLLER CHART ' COME FROM THE SAME FIELD SATELLITE (CONTROLLER) UNIT AS THE ELECTRIC REFLECTING ALL CURRENT AS BUILT CONDITIONS SHALL BE KEPT IN THE rl�o 1.08.09 dty comments CONTROL VALVE IMMEDIATELY UPSTREAM FROM THE WIRE SPICE BOX.. CONTROLLER CABINET. A COPY SHALL BE PROVIDED FOR THE OWNER. 0 5. CONTRACTOR SHALL, ON A WEEKLY BASIS, VISUALLY INSPECT IRRIGATION SYSTEM BRICK SUPPORTS 1'1 INSTALL SPRINKLER HEADS AT OUTSIDE EDGE OF ROOTBALLS AND UPHILL OF PLANTS. FOR DAMAGES. A SUMMARY SHALL BE DOCUMENTED IN A MONTHLY REPORT. (THREE) 1 24" 6. PRIOR TO MAJOR TRENCHING OR EXCAVATION CONTRACTOR SHALL CONTACT ° ' 18. IRRIGATION CONTRACTOR SHALL FOLLOW SET-UP INSTRUCTIONS BY TORO COMPANY TO UTILITY LOCATOR (UNDERGROUND SERVICE ALERT). 3/4" GRAVEL'7. RECORD MONTHLY WATER USE FROM FLOW 5EN51NG DATA. DOCUMENT WATER USAGE IN SUMP (roll TO 8" _ � z o�o� ESTABLISH WATERING SCHEDULE FOR THIS PROJECT BASED ON SOIL , PLANT TYPE DIAMETER) n �, n �, (� �, n �, n �, AND ENVIRONMENTAL CONDITIONS. MONTHLY REPORT AND USE AS A GUIDE FOR COMPARISON TO WATER BILLS. 0`1�'o`LT'o`i�`'o`'Q'o`6 IF AN IRRIGATION SCHEDULE I5 PROVIDED IT I5 TO BE USED AS A GUIDE ONLY. S. SERVICING OF BACKFLOW PREVENTION UNIT SHALL BE PERFORMED BY COACHELLA VALLEY WATER DISTRICT AND PAID FOR BY THE OWNER. 19. WHEN VERTICAL OBSTRUCTIONS (A/C UNITS, LIGHT POLES, TREES, ETC.) 9. CONTRACTOR SHALL INSPECT ALL VALVE BOXES ON A BI-ANNUAL BASIS TO KEEP 'F 8ll INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 50 AS CLEAR OF INSECTS, RODENTS ETC. ' NOT TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL 10. CONTRACTOR SHALL OPERATE ALL BALL VALVES ONCE PER YEAR TO NOTES: 1. ALL LIDS AND BOXES TO BE TAN COLOR FIELD ADJUST THE SPRINKLER SYSTEM INSTALLING A QUARTER CIRCLE OR KEEP IN PROPER WORKING ORDER. 2. HEAT BRAND "FV" ON LID 2" HIGH CHARACTERS HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION 50 AS TO 3. USE TEFLON TAPE ON ALL MALE PIPE THREADS PROVIDE COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL IRRIGATION AUDIT SCHEDULE: 9tip,�DSCgp� COST TO THE OWNER. (TYPICAL) THE TOTAL LANDSCAPE AREA 15 1E55 THAN ( 1 ACRE). NO AUDIT 15 REQUIRED. �4� tiS R.SELg qf,� D TYP1(._"'11_11L 1RR1(_'2_"'11_'1T1ON NO TES C IRRIGATION MANAGEMENT NOTES B AUTOMATIC FLUSHING DETAIL � s 3/31/09 1 'IK Renewal Date `), Date F' 10 1_7 Sheet Title: 4 - PLANTING DETAILS ., . .. ••••a ; . GRAPHIC SCALE 1 =20 ' NOTES AND ..:4 •:, • • •. ,• •. •• y•,•. ; ; ;,. • " •Ad WATER NOTES 20 0 20 40 60 • lox PIPE DIA. SA PIPE DIA. ro These plans have been reviewed by the Coachella Valley Water Job No. ; 2008466 MIN. UPSTREAM MIN. DOWNSTREAM \VAT ER District in accordance with Water Code Title 7, Division 1, Chapter Smile. O 3,Article 10.8, Section 65597 at seq. requiring efficient landscape nr•_ AO wn: FINISH GRADE © PVC PRESSURE SUPPLY LINE and irrigation design on cooperation with the local governing LJ!{ O agency (City or County). Teom: MJ8 2 RECTANGULAR TAN VALVE BOX 3/4 ELECTRICAL CONDUIT co O SENSOR LEADS TO DATA DECODER, Approval of this drawing by CVWD staff does not constitute Poft O8" DIA. CL 160 PVC SLEEVE O/ST R I G� approval to encroach into district and USBR Right-of-Way. Trees, Chedoed: AS BOTTOM TO BE FLARED AND CONTACT ® BELDEN *9883 CABLE FROM CONTROLLER plants,walls and permanent structures of any kind may not be I' TOP OF PRESSURE SUPPLY LINE REFER TO PLANS FOR LOCATION planted or installed in CVWD and USBR easements or 0#4 ® FLOW ODEELL Nu B A REFER NOD SIBS O 3/4" GRAVEL SUMP 1 CU. FT. Right-of-Way without first obtaining an encroachment permit from �O OSheet Number. PVC REDUCING COUPLER 10 CONDUIT BUSHING CVWD. (2 REQUIRED) O NOTES: 1. ALL LIDS AND BOXES TO BE TAN COLOR 0#4 2. HEAT BRAND "FS" ON LID 2" HIGH CHARACTERS DATE Water Management Supervisor L-4 E FL 0 W SENSOR z CVWD Plan# Development Services Supervisor 5 OF a IW1 landscape development i ice.8IM2 I. GENERAL Ph.714.542.1740 1°* 714.641.8475 A. Permits and Fees E. Equipment to be Furnished The Contractor shall obtain and pay for any and all, building permits as required. I. Supply the appropriate maintenance personnel with the following tools: D. Quick Coupling Valves B. Manufacturer's Directions a. Two (2) sets of Special tools required for removin disassembling and I. Quick coupling valves shall have a one or two piece body designed for p q. g working pressure of 150 P.S.I. operable with quick coupler key or swivel v Manufacturers Directions and detailed drawingc�s shall be followed in all cases adjusting each type of sprinkler and valve supplied. key. �- Z where the manufacturer of articles used furnisfies directions covering points not v Q shown in the drawings and notes. b. Two (2) five (5) foot valve keys for operation of gate valves. 2. Quick coupling valves shall be per detail. _ ~ L C. Ordinances and Regulations c. Two (2) keys for each automatic controller. z � All local, municipal and state laws, rules and regulations governing or relating H. Backflow Prevention Units U Z o to any portion of irrigc�ation work are hereby incorporates into and made a part d. One quick coupler key and matching hose swivel for every five (5) quick Q O Of these notes, and tY�eir provisions shall be carried out by the Contractor. coupling valves installed. I. Bockflow preventer5 to be installed by Coachella Volley Water District. V Anything contained in these notes shall not be construed to conflict with any of Q Z W the above rules and regulations or requirements of the same. However, when 2. The above mentioned equipment shall be turned over to the Landsc e Architects U) A- g a, p , Q O-� � � X these notes call for or describe materials, workmanship, or construction of a at the conclusion of the project before final site observation can occur. I. Check VQIve5 (� 0 E- ' 0 better quality, higgher standard, or larger size than is required by the above ct) Q 6 0 U rules and regulations, the provisions Of these notes shall take precedence. F. Handling of PVC Pipe Fittings I. Anti-drain valves shall be Rainbird build-in Seal-A-Matic (SAM) check vaaves. � Q) Z _V' �00 C The Contractor is cautioned to exercise care in handling, loading, unloadin and � Z Co � x D. Explanation of Drawings storing of PVC, fittings. All PVC pipe shall lie flat so as not to subject It Q (Y 6�(L li I. Due to the scale or drawin s it is not os5ible to indicate all offsets, g p p J. Ball Valves- Full Port g p. undue ending of concentrated external load at any point. An sec ion of Pipe I. Gate valves 3 and smaller shall be 125 lb. SAP bronze gate valves with fittings, sleeves, etc., which ma be required. The Contractor shall carefully that has been dented or damaged will be discarded and, if in51alled, shall be screw-in bonnet, non-risiny stem and solid wed a disc, and shall conform to investigate the structural and �inished conditions affecting all of his work and replaced with new piping. Pipe and fittings shall not be stored in direct sunlight. Federal Specification WN�V-54, Type I, Glass �. plan his work accordingly, furnishings such a5 fittings, etc., as may be required p yp o meet such conditions. Drawings are gqenerally aiagrommatic and indicative G. Guarantee 2. Ball valves 3" and smaller shall have threaded ends and shall be equipped of the work to be installed. The work 5rioll be installed in such a manner as I. The guarantee for the Sprinkler irrigation System shall be made in accordance with a bronze handle. to avoid conflicts between irrigation systems, planting and architectural with the attached form. p g y features. 5. Ball valves 3" and smaller shall be similar to those manufactured by 2. The Contractor shall not willfully install the irrigation system as shown on the 2. A copy of the guarantee form shall be included in the operations and Nibco (T-5Q0-Y Series) Full Port or approved equal. �0 drawings when it is obvious in the field that unknown obstructions, rode maintenance manual. *ON differences or discrepancies in area dimensions exist that may no� have � K. Control Wiring 3. The guarantee form Shall be retyped onto the Contractors letterhead and I. The electricals stem 5hol I be installed in accordance with the National been considered in engineering. Such obstruction or difference should be must the followin information: Electrical Code recent) adopted b the City. Connections between the •'� brought to the attention of the Landscpe Architect or Landscape Architect as g y p . y y soon as possible. In the event this notification is not performed, the Irrigation automatic controllers and the electric control valves shall be made with V Contractor shall assume full responsibility for any revision necessary. We hereb guarantee that the sprinkler irrigation System we have furnished direct burial copper with AWG-U.F. 60le volt. Pilot wires shall a different O yy g p 9 y color wire for each automatic controller. Common wires shall bee white with a y and in5talTed is free from defects in materials and workmanship, and the different color Stripe for each automatic controller. Install in accordance II. SUBMITTALS: work has been completed in accordance with the drawin and notes. We p y p g with valve manufacturers specifications and wire chart. In no case shall wire agree to repair or replace any defects in materials or workmanship, size be less than No. 14. A. Material List including Settling of backfilled areas below grade, which may develop I. The Contractor shall furnish the articles, equipment, materials or processes during the period of one (1) year from date of occe tance and also to 2. Airing shall Occupy the same trench and shall be installed along the same specified by name in the drawings and notes. No substitution will be allowed repair or replace an damage re5UItin from the repairin or repplacingq of route as ressureg su I or lateral lines wherever ossible. g y p•• without prior written approval by Landscpe Architect or Landscape Architect. such defects at no ayditiona� cost to t�e Landscpe pArchitect. We shot p pp g p L roft make such re airs or replacements within -72 hours of notification that repair 3. Where more than one wire is IQced in a trench the wirin shall be toped 2. Equipment or materials installed or furnished without prior approval of the work is necessar In time, after recei t of written notice from the Landsc a together at intervals of 10 feet. � g p N Landscpe Architect or Landscape Architect may be rejected and the Contractor Achitect, we authorize the Landsc e Architect to proceed to have said p g � a required to remove such materials from the site at his own expense. p p q p repairs or replacements made at our expense and we will pay the costs and 4. An expansion curl should be provided within 3 feet of each wire connection V • 3. Manufacturer's warranties shall not relieve the Contractor of his liabilit charges therefore upon demand. and at each change in direction. Expansion curls shall be formed by wrapping Q .a under the guarantee. Such warranties shall only supplement the guaron�ee. at least flue (5) turns Of wire around a I diameter pipe, then withdrawing the C pipe Z1 `Oo B. Record and As-Built Drawin s Project: 5. Field spI ices between the automatic controller and electrical control valves O I. The Contractor shall provide and keep up-to-date complete 05-built will not be allowed without prior approval of Landscpe Architect and/or city. !� Li. wi V drangs indicating location, sizes, and kinds of equipment installed. Prints Location: V for this purpose may be obtained from the Landscap .e Architect at cost. 6 All sp I ices Shall be made with Scotch-Lok No.35-76 Connector Sea I ing Packs, 0 This set of drawings shall be kept on the site and shall be used only as a Pen-rite wire connector or approved equal. Use one connector scaling pack record set. A5-built drawings shall be prepared by the Contractor. Signed: for each splice. %vw i` m Contractor Q m 2. These drawings shall also serve as work progress sheets, and the L. Automatic Controller m Contractor shall make neat and legible notations thereon daily as the work The automatic controller shall have the minimum number of stations as' indicated %= �• roceed5, 5howiJI the work as it is actual) installed. These drawin 5 shall y 9 The on the drawin 5 and shall be completely automatic in operation. It shall �•... e available at times for review and shall be kept in a location g p y p designated b the Landsc e Architect or Landscape Architect. electronically start the sprinkler cycle and electronically time the individual a g y p p stations. Controller and valve shall be 05 stated in the irrigation legend. Lin 3. Before the date of the f into I observation, the Contractor shall transfer all Phone: �T information from the "05-buiilt" prints to an ozalid sepia mylor, procured from M. Indoor Automatic Controller Enclosure the Landscape Architect. All work shall be neat, in ink and subject to Date of Acceptance: 1. mounted atic sprinkler controllers installed inside of a building shall be wall approval by the Landscpe Architect. 2. The indoor controller enclosure shall be as specified in the drawin s. f R�1S1O" 4. The Contractor shall dimension from two (2) permanent points of reference, III. MATERIALS Enclosures shall beequipped with an on/off switch for I10-volt owor su I building corners, sidewalks or road intersections, etc., the location of thep pp y 1.08.09 citycommet* following items: A. General: Use only new materials of brands and types noted on drawings, to controller. Specified herein, or approved equals. a. Connection to existing water lines. N. Control Valve Boxes b. Connection to existing electrical power. B. PVC Pressure Main Line Pipe and Fittings I. Use cl" X 24" round box, tan color, for all ball valves, Carson (or approved equal). c. Gate Valves. I. Solvent welded t�yype pressure main line piping for sizes 2" and larger shall d. Routing of sprinkler pressure lines (dimension max. 100' along routing). be PVC 0I055 315. 2. Use a 1/2" X 16" X 11" rectangular box with tan bolt-down cover for all e. Sprinkler control valves, electrical control valves, Carson Industries 1416-128 or approved equal. f. Routingof control wirin 2. Pipe shall be made from NSF approved Type I, Grade I PYG compound g. conforming to ASTM resin 5peclficotion D-184. All pipe must meet 0. Sprinkler Heads g. Quick coupling valves. requirements as set forth in Federal Specification PS-22-10, with an I. All sprinkler heads shall be of the same size, type and shall deliver the same Fi. Other related equipment as directed by Landscpe Architect. appropriate standard dimension (S.D.R.), solvent weld pipe. rate of reci station with the diameter (or radius) of throw, re55ure and 5. On or before the date of the final approval, the Contractor shall deliver 5. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC discharge as shown on the plans. p one (1) set of se lO m tars of "as-bu�ltp plans to the Landsc e Architect. schedule 40 with solvent-welded Oint5. p y p p j 2. Bubbler nozzles shall have a fixed flow discharge as shown on the plans.. Delivery of the sepias w i I I not relieve the Contractor of the respons ibi I ity of furnishing required information that may be omitted from the prints. 4. Pipe shall be made from NSF approved type 1, Grade I PVC compound 3. All sprinkler heads of the same type shall be of the some manufacturer. �"' , DSCAp p p conforming to ASTM resin secif ication 1-05. All pipe must meet require- G. Controller Charts merits set forth in Federal Specification PS 22--T0 (Solvent-weld pipe). P. Dri Valve A55embl - Ty a and size shown on Drawingqs. I. "A5-built" drawings shall be prepared by the Contractor and drawings shall be I. W e Strainer - Plas is/fiber lass construction with 15CT CI approved b the Landsc e Architect before the controller charts are prepare 5. PVC, solvent-weld fittinggs shall be Schedule 40, I-2, II-I NSF approved q mesh nylon screen and I/2 blow pp y p p p conforming to meet ASTM test procedure D-2466 as manufactured by Ou� assembly, manufactured 6y Agricultural Products, Inc.. - S; y 2. Provide one controller chart for each controller su lied. Dula Industries. 2. Control Varve 2 wa , solenoid pilot operated type made of synthetic, non corrosive 3/31/09 pp material; diaphra m aG-tivated and slow closing. Include freely pivoted seat seal; * n� 6. Solvent cement and rimer for PVC solvent-weld pipe and fittings shall be retained (mounted) without attachment to diaphragm. Control valves to be PEB Series 3. The chart shall show the area controlled by the automatic controller and of a and installation method proscribed b the manufacturer.g as manufactured by Rain Bird (or approved equals. 9r� 0 Shall be the maximum size which the controller door will allow. type p y 5. Pressure Reducing Valve - Plastic construction with adjusting nut, manufactured by °FC 4. The chart is to be a reduced drawing of the actual as-built system. However, Sennin er Products y 7. All PVG pipe must bear the following markings: g in the event the controller sequence is not lecclible when the drawing is G. Low Pressure/Volume Systems: reduced, it shall be enlarged to a size that wTl be readable when reduced. a. Manufacturer's name. I. Point Source Single-Outlet Emitters - Rainbird Pressure Compensating Modules. Sheet Title: b. Nominal pipe size. As indicated on Vrawings. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each station. c. Schedule or Glass. 2. Drip Assembly- Rainbird polyflex riser. As indicated in Drawings. d. Pressure rating in P.S.I. IRRIGATION (6. When completed and approved, the chart shall be hermetically sealed e. NSF (National Sanitation Foundation) approval. SPECIFICATIONS between two (2) pieces of plastic, each piece being a minimum of 10 mil thick. f. Date of Extrusion. 7. These charts Shall be completed and approved prior to final field g. U.P.G. Shield Logo (IAPMO Approval). observation of the irrigation system. 8. All fittin95 Shall bear the Manufacturers name or trademark, material D. Operation and Maintenance Manuals designation, size, applicable I.P.S. schedule and NSF seal of approval. 1. Prepare and deliver to the Landscpe Architect w ith in ten (10) co I endar days These plans have been reviewed by the Coachella Valley Water Job No. ; 2008-066 prior to completion of construction, two (2) hard cover binders with three rings C. PVC Non-Pressure Lateral Line Piping WATER District in accordance with Water Code Title 7, Division 1, Chapter Scale: containing the following information: 3,Article 10.8, Section 65597 at seq. requiring efficient landscape 1. Non-pressure buried lateral line piping Shall be PVC class 200 with and irrigation design on cooperation with the local governing DImwn: AS a. Index sheet stating Contractor's address and telephone number, list of solvent-weld joints. agency (City or County). Team: MIB e UI merit with names and addresses Of local manufacturer's represent- 2. Pipe shall I be made from NSF approved, Type 1, Grade 11, PVC, compound Approval of this drawing by CVWD staff does not constitute 1o• Qtglvee. p p pp yp p Z)/ST R I G� approval to encroach into district and USBR Right-of-Way. Trees, Ji�S O conformingto ASTM resinspecification D1*784. AI I Pipe must meet p p plants, walls and permanent structures of any kind may not be � requirements set forth in Federal Specifications PS-22-10 with on planted or installed in CVWD and USBR easements or b. Catalog and parts sheets of every type Of material and equipment a r0 riate standard dimension ratio. Right-of-Way without first an encroachment permit from Sheet Number: installed. p g y g p CVWD. 1� c. Guarantee statement. d. Complete operating and maintenance instruction on all major equipment. DATE Water Management Supervisor L-5 O% V 2. In addition to the above mentioned maintenance manuals, provide the Z appropriate maintenance personnel with instructions for major equipment. CVWD Plan# Development Services Supervisor 6 OF a nbi SPEC(F[CATIONS - CONTINUED landscape development License No.880342 Fk 714.5421740 IV. INSTALLATION PROCEDURES F* 714.641.8475 A. Site Conditions I. Exercise extreme care in excavating and working near existing utilities. K. Remote Control Volvos R. Glean - up 16 Contractor shall be responsible for damages to utilities which are caused by Install where shown on the drawings and details. When grouped together allow Glean-up shall be made as each portion of work progresses. Refuse and v his operations or neglect. Check existing utility drawings for existing utility at least 12 between valves. No more than two shall be grouped together. excess dirt shall be removed from the site, all walks and pavan shall be Z locations. Install each remote control valve in a separate valve box. ontrac or shall broomed or washed down, any damage sustained on the work o others shall be v .4 M brand all VQlve Boxes. repaired to original conditions. _ j C, r 2. Coordinate installation of the sprinkler irritation materials, including pipe, 50 L. Flushin of System 6N there shall be NO interference with the utill ies or other construction or I. After all news sprinkler pipe lines and risers are in lace and connected all U Z difficult In planting trees, shrubs and round covers. p p p p 5. Final Field Observation Prior to Acceptance y p g g nece55oryy diversion work has been completed, and prior to installation of Q O ap 5. The Contractor shall careful) check all rade5 to satisfy himself, that he may sprinkler Yteads, the control valves 5hall be opened and a full head of water I. The Contractor shall operate each system in its entirety for the Landscpe Architect at v r g y y used to flush out the system. time of final field ins inspection. An items deemed not acre table shall be Z proceed before starting wor on the sprinkler irrigation system. reworked to the complete satisfaction of the Landscpe Architect. 9 Q O �j ON X 2. Sprinkler heads shall be installed only after flu5hinci of the system has U Nt p B. Water suppliy been accomplished to the complete satisfaction of the city inspector. 2. The Contractor shall show evidence that the Landscpe Architect has received all charts, m Q p Oap �i I. Sprinkler Irrigation system shall be connected to water supply points of accessories, record drawings and equipment o5 required before final field um connection as Indicated on the drawings. M. Sprinkler Heads observation can occur. Z (Y - \D 0 x I. Install the sprinkler heads as designated on the drawings. sprinkler heads to Q (�Cn M 64� 1 2. Connections shall be made at approximate locations as shown on drawings. be installed shall be equivalent in all respects to those itemized on plans 3. End of maintenance shall occur only on the written acceptance by the Landscpe Architect. Contractor is responsible for minor changes caused by actual site condi£ion5. and in details. C. Electrical Supply 2. Spacing of heads shall not exceed the maximum indicated on the drawings. I. Electrical connections for automatic controller shall be made to electrical In no case shall the spacing exceed the maximum recommended by the points of connection as indicated on the drawings. manufacturer. +_2. Connections shall be made at approximate locations as shown on drawin 5. N. Drip Valve Assemblies - Install drip valve assembly as detailed and as described above for Electric LANDSCAPE INSPECTION SCHEDULE Contractor is responsible for minor changes caused by actual site conditions. Control Valves. I EEVING RA IN O D. Trenching1. Install drip line blow-out stubs at all dead ends of drip tubing. ) SL / G D G •� a. Sleeve diameter, type, depth and location I. Dig trnches straight and support pipe continuously on bottom of trench. Lay O. Point Source Single-Outlet emission Devices: - Install the emitters described in the details and drawings. b. soil surface drainage, elevations and trash (Including weeds pipe to an even grade. Trenching excavation shall follow layout indicated on I. Refer to the drawings, notes and details for emitter quantities. bbl ) g g e� draw rubble) e drawings and as noted. 2. Refer to emitter layout notes and details on the drawings for specific emitter positioning for V individual plant species. O 2. Provide a minimum of 24" of cover for all pressure supply lines 3" and 4" in size. 3. install drip line blow-out stubs at all dead ends of drip tubing efer to detail. 2) HARD5CAPE/ BOULDERS- GOBBLE y N. Existing Trees a. 5idewQlk and wall layout y 5. Provide for a minimum of la" of cover for all pressures supply lines 2 1/2" and Where it is necessary to excavate adjacent to existin trees, the Contractor b. Utilities Location smaller. shall use all possible care to avoid injury to trees ondtree roots. Excavation c. Boulder type, size weight and placement in areas where 2" and larger roots occur shall be done by hand. All roots 2" 4. Provide for a minimum cover of 12" for all non-pressure lines. and larder in diameter except directly in the path of pipe or conduit, shall be 3) IRRIGATION 5,r5TEM ROUGH- IN yrun tunneled under and shall be heavily wrapped with burlap to prevent scarring or i.. 5. Provide for a minimum cover of IS" for all cable wiring in conduit, and 24" for excessive dryying. Where a ditchin machine is run close to trees having roots a. Trench depth and location N direct burial cables. smaller than 2" in diameter, the wall of the trench adlJacent to the tree shall be b. Pipe size and class N hand-trimmed, making, clean cuts through. Roots I" and larger in diameter shall c. Pressure test (125 psi for 6 hours Coll! E. Bockf i I 1 ing be painted w ith two2) coats of Tree Seal orequal. Trenches adjacent to V I. The trenches shall not be backfilled until all required tests are performed. trees shall be closed within 24 hours; and where this is not possible, the side L •a Trenches shall be carefully backfilled with the excavated materials approved of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 4) PLANT MATERIAL (Trees 4 Shrubs) _ for backf i I I ing, consisting of earth, loam, sandy clay, sand or other approved a. Condition materials, free from large clods of earth or stones. Backfill shall be 0. Field Ouality Control b. Type mechanical) compacted in landscaped areas to a dry density equal to I. Adjustment of the system O y p p y. y � c. Placement adjacent undisturbed soil in planting areas. Backfill will conform o adjacent U. C grades without dips, sunken areas, ump5 or other surface irregularities. a. The Contractor shall flush and adjust all sprinkler heads for optimum ea U performance and to prevent possible over5proy onto walks, roadways, 5) GROUND COVER ( Decomposed Granite) "NOman 2. A fine granular material bcackfill will be initially placed on all lines. No foreign and buildings as much as possible. a Type = 0 t matter -larger than I/2" in size will be permitted in the initial Backfill. us b. If it 15 determined that adjustments in the irrigation equipment will provide b. Depth and Spacing 4 h 5. If settling occurs and subsequent adjustments in pipe, valves, sprinkler heads, proper and more adequate coveragqe, the Contractor shall make such c. Compaction Q m lawn or planting, or other construction are necessary, the Contractor shall adjustments prior to planting. AdJu6-tment5 may also include changes in 0 0 make all' required odJu5tment5 without cost to the owner. nozzle 5Ize5 and degrees of arc as, required. (b) FINAL Room OO F. Trenching and Backfill Under Paving c. Loweringc� raised sprinkler heads by the Contractor shall be accomplished a. Irrigation a O I. Trenc?ie5 located under areas where paving, asphaltic concrete, or concrete within ICTday5 after notification by -Land5cpe Architect. i) Valves, boxes and wiring tj w i I I be installed shall be backf i I led with sand (a layer 6" below the 1 e and y p p d. All sprinkler heads shall be set perpendicular to finished rade5 unless ii) Controller operation and schedule 3 above the pipe) and compacted to equal the compaction of the existingq otherwise designated on the lass. p g iii) sprinkler bubbler and/or drip type, flow rate and adjacent undisturbed soil sand shall be left in a firm unyielding condition. AID" g p trenches shall be left flush with the adjoining grade. The sprinkler Irrigation quantity per plan Contractor shall set in place, cap and pressure test all piping under paving 2. Testing of irrigation system iv) Overall operation Dale Revision prior to the paving work. a. The Contractor shall request the presence of the City Inspector at v) As Built 1.08.09 comment 2. Generally, piping under existing walks is done by jackin , boring or hydraulic least 45 hours (two working days) in advance of testing. bErTb tom �69 driving, w ere any cutting or breaking of sidewalks and%r concrete is b. Test all pressure lines under hydrostatic pressure of 125 Ibs. per s uore c. Overall necessary, it 5hai1 be done and replaced by the Contractor o5 part of the p y . p p q, contract cost. Permission to cut or break sidewalks and/or concrete shall be inch and prove watertight. Testing of pressure main lines shall occur NOTES: Should an of the above inspections fail after 2 attempts obtained from the City of Plam De5rt. No hydraulic driving will be prior to installation of electrical control valves. y p p permitted under concrete paving or A.G. paving. there will be a fee assessed for any re-inspections. c. All r5ig ing under paved areas shall be tested under hydrostatic pressure Any change to an approved landscape plan, must be resubmitted to 5. Provide a minimum cover olf IS" between the top of the pipeand the bottom of Ibs per square inch and proved watertight prior to paving. the Cityof Palm Desert fora approval, prior to implementation. of the aggregate base for all pressure and non-pressure plppinc� Installed pp p under aspFaltic concrete paving. All sleeves under paving shalrbe Schedule d. Sustain pressure in lines for not less than 6 hours. If leaks develop, 40 PVC. rep lace points and repeat test until entire system is proven watertight. 6. Assemblies o. All hgclrostatic tests shall be made only in the presence of the Landscpe I. Routing of sprinkler irrigation lines as indicated on the drawings is diagram- ArchTtect. No pipe shall be backfilled until it has been inspected, tested matic. Install lines (and various assemblies) in such a manner 65 to conform and approved. with the details per plans. VprIDscAp f. Contractor shall furnish necessary force pump and all other test w9�s R.SELF 2. Install NO multiple assemblies on plastic lines. Provide each assembly with equipment. its own outlet. v �M g. When the sprinkler irri ation system is completed, pperform a coverage y 5. Install all assemblies specified herein in accordance with respective detail. test in the presence o the Landscape Architect to determine if the S40ah- 131/09 In absence of detail drawings or specifications pertaining to specific items water coverage for planting areas I5 complete and adequate. Furnish all ReuvW Do* required to complete work, perform such work in accordance with materials and perform all work required to correct any inadequacies of Land5cpe Architect. coverage due to deviations from plan, or where the system has been willfully installed as indicated on the draw ing5 when it is obviously inadequate, OF CALIF 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture without bringing this to the attention of the Landscpe Architect. This test before installation. Installation and solvent welding methods shall be as shall be accomplished before any ground cover is planted. recommended by the pipe and fitting manufacturer. h. Upon completion of each phase of work, the entire system shall be tested Sheet Title: 5. On PVC to metal connections, the Contractor shall work the metal con- and adjusted to meet site requirements. nections first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC and on all threaded PVC to metal joints. Light wrench pressure P. Field Observation schedule IRRIGATION is all that is required. Ahere threaded PVC connections are required, use I. Contractor shall be responsible for notifyin Landscpe Architect in advance �A threaded PVC adapters into which the pipe may be welded. for the following field observations occordtgng to the time indicated: SPECIFICATIONS H. Line Clearance a. Pre job conference - 2 days prior notice All lines shall have a minimum clearance of 6" from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. b. Pressure supply line installation and testing - See City inspection Schedule 1. Automatic, Controller c. Coverage tests - See Gity Inspection schedule These plans have been reviewed by the Coachella Valley Water Job No. : 200MM6 Install as per manufacturer's instruction. Remote control valves shall be connected to controller in numerical 5e uence as shown on the drawin s. WATER District a accordance with Water Code Title 7, Division la Chapter q, g d. Final field observation - See City Inspection schedulee 3, Article 10.8, Section 65597 at seq. requiring efficient landscape scale' J. High Voltage Airing for Automatic Controller and irrigation design on cooperation with the local governing D►i0wn: AS g If g Q. Maintenance I. 120-vol ower connection to the automatic control ler 5haI I be provided b agency (City or County). Team: MIB p p y I. The entire sprinkler irrigation system shall I be under full I operation for a period Approval of this drawing by CVWD staff does not constitute � the Irrigation Contractor. of '7 days prior to any planting. p -� Chocked. AS /ST R�G approval to encroach into district and USBR Right-of-Way. Trees, 2. All electrical work shall conform to local codes, ordinances and union 2. The Londsc e Architect reserves the right to waive or shorten the operation plants,walls and permanent structures of any kind may not be 0 authorities have jurisdiction. period. p g p planted or installed in CVWD and USBR easements or p Right-of-Way without first obtaining an encroachment permit from Sly Number: CID CVWD. 5. Landscape irrigation system shall be fully maintained by the Contractor for a Of CIO days prior to final acceptance by the Landscpe Architect. This period !1' may be extended if the maintenance provisions are not met. DATE Water Management Supervisor L-6 %a CVWD Plan# Development Services Supervisor 7 OF I I 9L a nbi SS — landscape development THIS AREA TO REMAIN - EX BUILDING WATER METER � — ss h. 74.4217 M NEW 3/4" IRRIGATION WATER METER �-- —I- REFER TO LEGW ND WITH l SERVICE I I Existing Water Main�— "'— ----w--W -- � .z w EXISTING MASTER ASSOCIATION LANDSCAPE AREA ::I — 417/ TO REMAIN PER DIRECTION OF OWNER'S r `" \ ' \ ''' "` 3 ; AGREEMENT WITH ASSOCIATION. LANDSCAPE U \. \ '� GONTRAGSD E AND S SHALLHAPE iTO ANYR OR DISTURBEDEPLACE E V Q . X V \ :� , � ' � � SPECIES, Z \ LANDSCAPE AREA PER SATISFACTION OF CITY OF 1 TO PLANS PAVING - REFER L cv ' .,y ,<< PALM DESERT. FOR ANY FUTURE IMPROVEMENTS Q _ c6 w w n TO THIS AREA CONTACT LAND5CAfDE ARCHITECT 2. FINAL GRADE N FOR DESIGN REQUIREMENTS. �} I I ' I 3 c�3. CINCH TIES. DO NOT OVER TIGHTEN. 6 Z 6� cA I I , I 5 � � �- 0 � � Building Water Maim '� 2" I I `Irrigation Water Main f\; 4. ROOT BALL \ 5. SET TOP OF ROOT CROWN AT I FINAL GRADE m Q N 6. DEPRESSED WATERING BASIN 3 ; ; J 7. NATIVE SITE SOIL ONLY, ANY t IL-1 _ AMENDMENTS SUGGESTED IN SOIL 5 f - _ < III=I I REPORT SHALL COME FROM A I 2 4 COACHELLA VALLEY COMPOST SOIL _ FACILITY. UA W p - 6. NATIVE UNDERSTURBED SOIL C I I !_iJ L_IJ [_I 9. 2 1/2 DIAM LODGE POLE PINE 8 (2 EACH) MINIMUM 12 AWAY *� e . ;. 12 I I — = FROM EDGE OF ROOTBALL C ,A if 1 1 1-1 1— STAKE TREE ONLY AS NEEDED. •WMN 2 X D 1 AMETEK TREES SHALL BE LOW BRANCHING V ' I OF ROOT BALL SINGLE TRUNK I I O Al f'I=R L GEND a 9A NOTE: I. APPLY I" LAYER DE0OMP05E1;) GRANITE OVER ROOTBALL. I I 2. 5ET TREE ON NATIVE UND 15TURBEI7 501 L y 16m INTERLOCKING RAVfRS run •' 4 � I I 9 4 . ` r. +._:• ; (A) TREE STAKING DETAIL -� o _j z :.; I L .a RAMP- I �� I I PER ENGINE S der w O C ' �� VINES 9 9 , NATURAL GiQE`( ,. ' ' 1 a V CONCRETE SIDEWALK - ° �` ` •mom �' 9 I. ,o to t '-x 9 s LLl 11 4 ` N O - ® _ man Z I Edison PARKING O H G__ �--_ Ern_ Verizon NOUN Natural Gab Natural G—&- � \ \► VINE PER LEGEND \ \ — TRAIN ON WIRE TRELLIS TYPICAL BOULDERS 4 REFER TO LEGEND Dale Revision SECTION \ \ \\ \\ \\ \ � N.T.S. 1.08.09 aly commends Veriwn Vault 4 \ Edison Vault LANDSCAPE CONSTRUCTiONi LEGEND LEGEND ALL PLANTING AREAS UNLESS NOTED, DECOMPOSED GRANITE- "BRIMSTONE" TAN COLOR. 3/8" MINUS WITH 11% FINES, COMPACTED TO A FINAL 2" DEPTH. 1. BOULDER TO BE SELECTED BY LANDSCAPE ARCHITECT 02 ANGULAR COBBLE- "CRESTA RUBBLIE". roll MINUS. \ 2. COMPACTED SUBGRADE PER SOILS REPORT 03 BOULDERS- "DESERT SAND", COLOR. (6) LARGE, 3' x 2.5' x 2.5', (4) SMALL, 2.5' x 2' X 2'. SEE DETAIL B, THIS SHEET. \� 3. FINISH GRADE/ DECOMPOSED GRANITE SOUTWEST BOULDER AN STONE \� 4. UNDISTURBED NATIVE SOiL 9tiarins PALM SPRINGS AREA, 6"1-625 E. PALM CANYON DRIVE, CATHEDRAL CITY, CA 92234 �wtis R.SELLFp ��p0 Phone= 760-328-58'n C7 Fax: 'lroo-328-8'185 B BOULDER PLACEMENT a Sim y ® GFRG POTS (2)- # QR-RIV3226P, 32 1/4" DAM x 26" HT CITE GRETE RIVIERA SERIES PLANTER, G3 - LATTE, T-9, SANDSTONE. # `� 3/31/09 STANDARD GLOSS SEALER, INCLUDE WATER SEALANT. STANDARD 2" DAM DRAIN HOLE CENTERED. \ * Mtn* PROVIDE IRRIGATION AND DRAINAGE. REFER TO DETAILS. 05 A- WASTE CONTAINER- #QRC53134WA21, 31" DIAM, x 34" HT. CARLSBAD SERIES. C3-LATTE,T'1-ACID ETCH, STANDARD GLOSS SEALER. \ �\ OF calf°� LID-A21/ ALUMINUM, 21 5/5" O.D. x 12" I.D. ROUND ANODIZED ALUMINUM FUNNEL LID W/ SECURITY CABLE 4 BOLT. \ PLASTIC LINER- #QRPL27A, 17" TOP x 15" BOTTOM x 27" HT ROUND 23 GALLON PLASTIC LINER (INCLUDED). \ \ Trees, plants, walls, sidewalks and permanent structures of B- CONCRETE BENCH- #02CLS72B, '72" LONG x 18" HIGH CLASSIC SERIES BENCH, C3-LATTE, Tl-ACID ETCH, STANDARD GLOSS SEALER INCLUDES ADHESIVE FOR ANCHORING. \ any kind shall not be planted, installed or built in CVWD Shee Die: C- ASH URN- #QRCB1624A, 16" DIAM x 24" HT CARLSBAD SERIES, C-3LATTE ,T-7 ACID ETCH, STANDARD GLOSS SEALER. \ and USER easements or right-of-way without first obtaining #QSILICA SILICA SAND TO FILL ASH URN \ an encroachment permit from GVWD. TS QUICK GRETE PRODUC CORP. PLANTING PLAN & PALM SPRINGS AREA PO BOX 639 \ O 731 PARKRIDGE AVE. \� GRAPHIC SCALE 1"=20 ' CONSTRUCTION PLAN NORCO, CA. 92860-0639 Phone: 951-737-6240 3 Fax: 951-737-7032 ® BICYCLE RACK- "ROLLERGOASTER", # 1602-05, 5 SPACE RACK. 38" WIDE x 36" HIGH. PROVIDE #DC1 PLATE COVER, 20 0 20 40 60 Parcel Map Number#31563 • INSTALL PER MANUFACTURER'S SPEC IiFICATIONS. 2-3/8" O.D. HEAVY DUTY GALVANIZED STEEL WITH BRONZE COLOR POWDER COATING. PROVIDE 24" DEEP x 12" WIDE CONCRETE FOOTING, P.W. ATHLETIC MFG. CO.140 N. Gilbert Road, MESA, AZ 8520, infodpwathletic.com P� \ These plans have been reviewed by the Coachella Valley Water Job No. ; 2008466 run Dave Ban Assoc. (Southern California) WATER District in accordance with Water Code Title 7, Division 1, Chapter O _ g �i�(i \ Scale: 1 = 20 (800) 669-2585 3,Article 10.8, Section 65597 at seq. requiring efficient landscape infoedavebang.com �\ and irrigation design on cooperation with the local governing Dn7Wr1: �� O www.daveban!@.com agency(City or County). Team: MJg 40 Approval of this drawing by CVWD staff does not constitute run ® PALM UP LIGHTS (2) - BRONZELITE #TL4-012DLV-5-F-DB-W, UPLIGHT, 12.4 WATTS, DARK BRONZE POLYESTER POWDER COATING, NARROW FLOOD, INSTALL ONE (1) PER PALM. \ O/ST R I G� approval to encroach into district and USBR Right-of-Way. Trees, JR,S BRONZELITE. GENLYTE GROUP LLC. 100 CRAFTWAY. LITTLESTOWN , PA, 17 . 800-2'73-1569. OCONTACT: STEVE BONG, 951.89'1.2890. PRUDENTIAL LIGHTING. TOTAL LUMENS 197, EACH. plants, walls and permanent structures of any kind may not be we SEE DETAILS AND SPECS SHEET L-9. W/ #BT83'15-12 MOUNTING STAKE. # LVT63-15 (300VA) TRANSFORMER W/ BT6 PLUG-IN DIGITAL TIME CLOCK,BATTERY BACKUP. W/ LOW VOLTAGE CABLE TO LIGHT FIXTURE. planted or installed in CVWD and USBR easements or GENERAL CONTRACTOR TO PROVIDE 110 VOLT POWER TO LIGHTING TRAN FORMER, SEE PLAN FOR LOCATION. ® 1" PVC SWEEP ELL CONDUIT OR SLEEVE FOR 2 CONDUCTOR 12 GAUGE LOW VOLTAGE CABLE. LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE Right-of-Way without first obtaining an encroachment permit from Sheet Number: ® INTERLOCKING PAVERS- ANTIQUE COBBLE B-12, HERRINGBONE PATTERN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. OLSEN PAVING STONE, INC. ARCHITECT FOR FINAL INSPECTION. CVWD. O 1-800-80-OLSEN. SAN JUAN CAPISTRANO, CA. REFER TO DETAIL C, SHEET L-8. REFER TO ENGINEER'S PLANS FOR 51.15GRADE COMPACTION AND SPECIFICATIONS 0 3 1/2" THICK NATURAL GREY CONCRETE PAVING WITH LIGHT BROOM FINISH. REFER TO ENGINNER'S PLANS FOR DETAILS AND SPECIFICATIONS.. SEE SHEET L-S FOR PLANTING LEGEND.SEE S�—I��T L-S FOR fi CANTING NOTES AND DETAILS, L- 7 �,i DATE Water Management Supervisor a HANDICAP RAMP PER ENGINEER'S PLANS. 11 EXISTING HANDICAP RAMP SEE SHEET L-9 FOR PLANTING SPECIFICATIONS, z EJ= EXPANSION JOINT, REFER TO ENGINEERS PLANS. CVWD Plan# Development Services Supervisor 8 OF 1® PVC SCH 40 SLEEVE WITH 12V, 2 CONDUCTOR 12 GUAGE LOW VOLTAGE CABLE FOR PALM LIGHT FIXTURES. SL= SCORE LINE REFER TO ENGINEER'S PLANS Q TREE LEGEND Q 1. THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER nbi . LANDSCAPE CONSTRUCTION LEGEND PLANT QUANTITIES SPECIFIED. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO STARTING WORK. landscape development SYMBOL BOTANICAL/COMMON NAME SIZE QTY REMARKS SPACING WATER USAGE/ Kr_ SYMBOL DESCRIPTION SIZE QTY WATER USAGE/ c2 ANY PLANT QUANTITIES GIVEN IN THE LEGEND ARE APPROXIMATE AND FOR THE CONVENIENCE OF THE OWNER ONLY. License No.880342 Ph.714.5421740 ACACIA ANEURA 24" BOX 2 LOW BRANCHING, 20' O.C. LOW/ 0.2 36" WIDE GFRC POTS WITH CITRUS 15 GAL 2 TOTAL HIGH/ 0.6 3. LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION CHECK FOR ALL TREE PLANTING PITS WHICH APPEAR TO HAVE Fib( 714.641.8475 MULGA ACACIA SINGLE TRUNK O GENETIC DWARF ORANGE, SEE SHEET L-7. A POTENTIAL DRAINAGE PROBLEM. THE TREE PLANTING PITS SHALL BE FILLED WITH WATER AND RECHECKED AFTER A FOR POT TYPE. 24-HOUR PERIOD. IF THERE IS NO SIGNIFICANT CHANGE IN THE WATER LEVEL, IT IS THE RESPONSIBILITY OF THE LANDSCAPE CITRUS MUST BE PURCHASED FROM NURSERY IN THE COACHELLA VALLEY AREA. CONTRACTOR MUST SEND LANDSCAPE ARCHITECT IMMEDIATELY UPON CONTRACTOR TO PROVIDE FOR ADEQUATE DRAINAGE PRIOR TO PLANTING. THE CONTRACTOR SHALL NOTIFY THE COMPLETION OF THE PERCOLATION TESTS IN ORDER TO DISCUSS APPROPRIATE CERCIDIUM HYBRID 'DESERT MUSEUM' 36" BOX 5 LOW BRANCHING, 20' O.G. LOW/ 0.2 LETTER TO AGRICULTURAL COMMISSIONER INDICATING WHERE CITRUS WAS PURCHASED. DRAINAGE SOLUTIONS. C� PALO VERDE SINGLE TRUNK CONTACT: AGRICULTURAL COMMISSIONER , 810T1 INDIO BLVD., SUITE K, INDIO, GA 92201 PHONE: 760.342.5010 4. THE LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS WHICH ARE DAMAGED DURING THE Q CONSTRUCTION PHASE.ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE, + FRAXINUS VELUTINA 'RIO GRANDE' 36" BOX 6 LOW BRANCHING, 30' O.G. MODERATE/ 0.5 QUANTITY, AND CALIPER. � t- FAN TEA ASH SINGLE TRUNK ® BOULDERS- SEE LEGEND ON SHEET L-1 2.5' x 2' x 2' 4 TOTAL FOR TYPE, COLOR AND SUPPLIER 5. PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE AND IRRIGATION SYSTEMS V Z O � Q � � LAGERSTROEMIA INDIGA 24" BOX 2 LOW BRANCHING, 25' O.G. MODERATE/ 0.5 ® SEE DETAIL B, SHEET L-7. 3' 2.5 x x 2.5' 6 TOTAL OPERATIONAL () >: GRAPE MYRTLE 'RED' SINGLE TRUNK 6. PLANT MATERIAL IN OR NEAR PAVING OR WALLS MAY REQUIRE INSTALLATION PRIOR TO CONSTRUCTION. COORDINATE THIS ) ' i) g ANGULAR COBBLE- "GRESTA RUBBLE". 6" MINUS. CONTRACTOR TO SUBMIT SAMPLES TO OWNER WORK INSTALLED AND THROUGH THE GENERAL CONTRACTOR. (D Q ZO 0 �t AND CITY OF PALM DESERT FOR APPROVAL 7. TAKE SOIL SAMPLES AND SUBMIT WRITTEN REPORT TO LANDSCAPE ARCHITECT PRIOR TO THE START OF SOIL PREPARATION PHOENIX DAGTYLfFERA MEDJOOL 18 BTH/ SKINNED 2 WITH UPLIGHTfNG l4 O.G. MODERATE/ .OS- CVWD �� � PER THE PLANTING SPECIFICATIONS. � DATE PALM 2 LIGHTS 8 EACH HIGH/ .09- CFO Q 0 0 PALM ALL PLANTING AREAS UNLESS NOTED- DECOMPOSED GRANITE- "BRIMSTONE" TAN COLOR. S. KEEP SHRUBS AND A MINIMUM OF 36" AND GROUND COVERS A MINIMUM OF 36" FROM BACK OF PAVING AND CURBS UNLESS Q Q 0- o 0 T „ L 3/8 MINUS WITH 11% FINES, COMPACTED TO A FINAL 2 DEPTH. SPECIFICALLY NOTED OTHERWISE ON THE PLANTING LEGEND. Q) f x SHRUB LEGEND �N� EXISTING MASTER ASSOCIATION LANDSCAPE AREA TO REMAIN PER DIRECTION OF OWNERS AGREEMENT 9. CONTRACTOR SHALL APPLY A 2" FINAL DEPTH MINIMUM THICK LAYER OF DECOMPOSED GRANITE IN ALL PLANTING BEDS ® AGAVE BRACTEOSA 5 GAL 22 30" O.G. LOW/ 0.2 WITH ASSOCIATION. LANDSCAPE CONTRACTOR TO REPAIR OR REPLACE SAME SPECIES, SIZE AND SHAPE TO (BELOW ALL SHRUBS 4 GROUNDCOVER ¢ OPEN SPACES) AS INDICATED ON THE PLAN. SLOPES GREATER THAN 3:1 SHALL GREEN SPIDER AGAVE ANY DISTURBED LANDSCAPE AREA PER SATISFACTION OF CITY OF PALM DESERT. FOR ANY FUTURE NOT RECEIVE MULCH. SEE PLANTING SPECIFICATION FOR TYPE OF DECOMPOSED GRANITE REQUIRED. O ANISACANTHUS WRIGHTII 'MEXICAN FLAME' 5 GAL 16 4' O.C. LOW/ .02 TO THIS AREA CONTACT LANDSCAPE ARCHITECT FOR DESIGN REQUIREMENTS. 10. UNLESS STATED DIFFERENTLY ON THE PLAN, PLANTING AREAS SHOULD RECEIVE DECOMPOSED GRANITE TREATMENT UP TO DESERT HONEYSUCKLE THE PLANT ROOTBALL NO BARE SOIL AREAS SHALL BE LEFT EXPOSED EXCEPT DIRECTLY ABOVE ROOTBALLS. O BOUGAINVILLEA 'BARBARA KARST' 5 GAL 2 6' O.G. MODERATE/ .05 11. UNLESS SPECIFICALLY CALLED OUT ON THE DRAWINGS, INSTALL PARKING LOT TREES IN PLANTING AREAS AT STALL LINES BOUGAINVILLEA WHERE TREES WILL NOT INTERFERE WITH PARKED CARS. CC CALLIANDRA CALIFORNIA5 G 6' O.C. / 12. ALL LANDSCAPE WORK SHALL CONFORM TO THE COMMUNITY STANDARDS AND THE CITY/COUNTY 4 WATER DISTRICT •O O AL 3 C. LOW/ .02 STANDARDS UNLESS NOTED HERE OR OTHERWISE ON PLANS OR SPECIFICATIONS. mom FAIRY DUSTER H LANTANA MONTEVIDENSIS 5 GAL 10 5' O.G MODERATE/ .05 13. PLANT TREES A MINIMUM OF 5' (OR AS INDICATED ON PLAN) FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. C LANTANA TRAILING ALLOW FOR A MIN. ?'SETBACK FROM LIGHT POLES. TREES (TRUNK LOCATION) SHALL BE NO CLOSER UNLESS SPECIFICALLY now O GALLED OUT ON THE DRAWINGS, THAN 5-0 FROM A SIDEWALK OR WALL FOLLOW CLOSELY THE TREE LOCATIONS AS SHOWN V ON THE LANDSCAPE PLAN. PAINT LOCATION OF TREES IN THE LANDSCAPE AREA AND RECEIVE APPROVAL FROM THE OWNER'S KIP HESPERALOE PARVfFOLIA l GAL_ 29 4' O.G. LOW/ .02 O RED YUCCA REPRESENTATIVE PRIOR TO DIGGING HOLES. 14. FIVE (5) WEEKS PRIOR TO DELIVERY TO SITE, SUBMIT PHOTOS OF NURSERY STOCK TREES, SHRUBS AND GROUNDCOVERS TO O LANTANA HYBRID 'DWARF YELLOW' 5 GAL 5 5' O.C. MODERATE/ .05 LANDSCAPE ARCHITECT FOR REVIEW. y DWARF LANTANA 15. TWO (2) WEEKS PRIOR TO PLANT MATERIAL DELIVERY TO THE SITE, ALL PLANT MATERIAL IS TO BE APPROVED BY THE LEUCOPHYLLUM FRUTESCANS 'GREEN CLOUD' 5 GAL 2 8' O.G. LOW/ .02 LANDSCAPE ARCHITECT AND SECURED BY THE CONTRACTOR. (A LONGER PERIOD IS RECOMMENDED). NOTIFY THE TEXAS RANGER LANDSCAPE ARCHITECT IF PROBLEMS OCCUR WITH INADEQUATELY SIZED PLANT MATERIAL TO DISCUSS ADDITIONAL NURSERIES � O RUELIIA BRITTONIANA 'KATIE' 1 GAL. 10 18" AND/OR PLANT SUBSTITUTIONS. rumO.G. LOW/ .01 N O DWARF RUSH A 1 -1 5 4 5 16. LANDSCAPE CONTRACTOR SHALL REVIEW EXISTING SITE SOIL CONDITIONS AND REVIEW GEOTEGHNICAL CONDITIONS. W N CHRYSACTINIA MEXICANA 1 GAL 10 24" O.C. MODERATE/ .05 O\ DAMIANITA V • L o OND NANDINA DOMESTICA 'ALBA' 5 GAL 6 4' O.C. MODERATE/ .05 0 •_ HEAVENLY BAMBOO �p PEDILANTHUS MACROCARPUS 5 GAL 4 4' O.G. LOW/ .02 I 6 �„• LADY'S SLIPPER A GENERAL PLANTING NOTES LL v CM GEREUS PERUVIANUS 'MONSTROSUS' S GAL 1 6' O.C. LOW/ .02 HEDGE CACTUS 3 STALKS, 3 HEIGHT i o , �...P0 a0.O a o NUNN \ w 2 ® BULBINE FRUTESGENS 1 GAL 7 4 O.G. MODERATE/ .05 = - - 1` TINY TANGERINE VINE LEGEND now -_ � �-� _ �••.. ■ BOUGAINVILLEA BARBARA KARST 5 GAL_ 5 ESPALIER WITH WIRE CENTER ON MODERATE/ .05 SECTION VIER i-1i �- ' i- -I 11 BOUGAINVILLEA TRELLIS SUPPORT ARCHITECTURAL N SCALE: I = I -O LEGEND 13 co`� to � N ROSA BANKSIAE 'LUTEA' 5 GAL, 2 ESPALIER WITH WIRE CENTER ON MODERATE/ .05l/ 1 1. PLANT PALM 50 THAT AXIS 15 PLUMB LADY BANKS ROSE TRELLIS SUPPORT ARCHITECTURAL L E G E ND ELEMENT I. FINISH &RAVE 6. 5UB-BASE MATERIAL - REFER TO 2. FINAL GRADE- DECOMPOSED GRANITE, MANDEVILLA SPLFNDINS 'RED RIDING HOOD' S GAL 8 ESPALIER WITH WIRE CENTER ON MODERATE/ .OS 2. COMPACTED SUB&RADE - REFER TO SOILS REPORT 4: EN&INEER'5 PLANS REFER TO PLANTING PLAN MANDEVILLA VINE TRELLIS SUPPORT ARCHITECTURAL SOILS REPORT 4 ENGINNER'5 PLAN -7. DECOMPOSED GRANITE- REFER TO Dcde Revision ELEMENT 5. 1 1/2" SAND BEDDIN& CONSTRUCTION LE&END ANY 3. NATIVE SITE SOIL ONLY, 1.08.09 ulycomments 4. CONCRETE UNIT PAVERS - REFER TO AMENDMENTS SUGGESTED IN SOILS FINISH SCHEDULE REPORT SHALL COME FROM A 5. SAND SWEPT JOINTS COACHELLA VALLEY COMPOST SOIL FACILITY. NOTE: INSTALL PER MAN I FACTURER'S RECOMMENDATIONS 4. TOP OF ROOTBALL NOT TO BE LOWER O 4Pr 3 THAN FINISH GRADE 5. APPLY I" THICK LAYER OF DECOMPOSED 2 GRANITE OVER ROOTBALL E PLANTING LEGEND CC) INTERLOCKING PAVERS DETAIL ro. NATIVE SITE SOIL ONLY, ANY AMENDMENTS SUGGESTED IN SOILS REPORT SHALL COME FROM A 24" I COACHELLA VALLEY COMPOST 501L 4 FACILITY. TYP. w NOTE:w 2 -11 EEI I I 111=1  -1 1. AMP AND W R-S TT W � ��R�Etpp��,� TE E LE RILE PLANTING 2. TOP OF ROOTBALL NOT TO BE � _ _111III 11 LOWER THAN FINISH GRADE 3. APPLY I" THICK LAYER OF DECOMPOSED 351109 III=III=111=111=III=III=III=1 Rewwal Do GRANITE OVER ROOTBALL. 0F CALIF 4 ® //��//��//��//��/�� Sheet rye: �! /%� � ��! 6 B PALM PLANTING PLAN 2 '� ' PLANTING DETAILS ® SECTION 2 X W 1DTH N.T.S. LEGEND & NOTES GRAPHIC SCALE 1 "=20 ' LEGEND 3 FINISH GRADE I. SHRUB 5. UNDISTURBED NATIVE SOIL 20 0 20 40 60 2. WATER BASIN 3" MIN. 6. ROOT BALL These plans have been reviewed by the Coachella Valley Water Job No. ; 2008466 ELEVATION DEPTH 7. SET TO TOP OF ROOT GROWN WAT E R District in accordance with Water Code Title 7, Division 1, Chapter Sw1e: 0 3. FINISH GRADE. AT FINAL GRADE 3,Article 10.8, Section 65597 at seq. requiring efficient landscape FACE OF BUILDING 4. NATIVE SITE SOIL ONLY, ANY and irrigation design on cooperation with the local governing Dmwn: AS AMENDMENTS SUGGESTED IN SOILS agency(City or County). Team: M1B REPORT SHALL COME FROM A Approval of this drawing by CVWD staff does not constitute 2 MASONRY/STONE WALL - 1" DIA. EYE HOOK (PLATED, "REDHEAD" OR EQUAL) COACHELLA VALLEY COMPOST SOIL O/STR I CS approval to encroach into district and USBR Right-of-Way. Trees, AS FACILITY. plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or 0% 3 REMOVE NURSERY STOCK FROM FRAME AND ATTACH TO HOOK OR WIRE Right-of-Way without first obtaining an encroachment permit from Sheet Number. %0 ' WITH I" PLASTIC NURSERY TIE (GREEN)_ CVWD. %, NOTE: 1. APPLY 1" THICK LAYER OF DECOMPOSED GRANITE OVER ROOTBALL Q 16 GAUGE GALVANIZED, ANNEALED WIRE - TIE FROM EYE HOOK TO EYE HOOK. 2. PLANT SHRUBS MINIMUM 36" FROM BACK OF CURBS AND SIDEWALKS. a DATE Water Management Supervisor L8 ft ESPALIERDETAIL D SHRUB PLANTING DETAIL CVWD Plan # Development Services Supervisor I, 9 of > > a nbi landscape development tie No.8M2 Ph.714.5421740 TL Series accents are oomPact, rugged lur irralres perfect for highlighting a FAx 714.641.8475 wide variety pt landscape and architectural elements. Avaliabte'irt many 4bes* - TL accents offer choices in sources, power distribution systems and ' . . Fl�� �A� �rr�n� accessories, A�ariai�te sources include t.E�}, , ceft, U le tits d cc � t ensure beautification ��L,�� Ht�. � �� wr#� heavy-dutyr— Z , ; and enduring, o maintenance operation. Designed s ecrfr' t� !landscape 3e fighting professionals, LUT transformers are;�. � . Q _ built with features r�v l�_� magnetic circuit _breakers and �t s at "i_� a tsI � �� _ _ , t Listed _#� lti:: Wit 'and Indoor, ae ,G��_ �€td_ __ r only. a ct w r enough:for harshest errr� arts they�r k br r D� trc 1� t a t the is coott� the Z� N 0L 1 cisvri temperatures � t_ _ �w; RC With safety and tar 'ma cedes all Bronzefte transformers r�0_ m including the terms. Perfect for high pedestrian traffic and plant lit oa 6 ._ .:: manufactured t� meet � stringent t l _requrr requirements for_t landscape tapplications.� _ >.. .. Standard_ Exceeds trc � ' EN �� for i d (74 for' ted a r cA as is ' i! R Z.......... ..... .�, ... .. 3..,. ..6 7 ♦ zz for___ _ .:_ to glass).ar�rd � ��nd;� � for coated fret D � � _ _ _ _: _. .. ,_. eta. �� , The multiple t��/1jly:� t es at�� `€�u t� t�. s�rr��rttln�r,�r�s runs t»1f cable at your _ 4 3 O V- ............ Q contaoL " r t� 1 't't � t 4 C 1; volts, t �t�__ r'r 1 0 performance feature r which t � 0 DIMENSIONS U .. 0 11 lighting f Q U t t� �t� rat compensating � drop. u flexibility� 1_ _ � including CQ �__ E�t'tc`� 0 t ' _ ski cfJ L _.,.f .< i _. . _ _ _ v :- n' p� protection E�De dblt� ft�xtbltm� ��t��a � a � n � � r� ���� r � hi t'�� 3r (� C-4 to TL4 �2��V � Narrow �i tl � � d voltage VH . t 1#l� &T 4Q� 3I _r t0 �� �� rcfsset sut. r tt�� �.I - ti tt: eci� JN— N V L `all ad table�teI r . vt h S� i � magnetic�� :r� T�t �Qp�` �<�fati� - L-V^l rcx1 locking tooth. Shield ft ........ .......... -w.fi 3 sf � . 7Io y „ ._.... t ........ 11 h at Standard finishes _ da- RosrAr�a�ene _ < SIMC ATIONS 1i� i� tempered var ;aelectronic kEDrtVe 9 , BLK'1 _i _ _ tare �l�id of � white s integral fi .1 'Class 2 la _2. . � ties�, ix �df� terminal lcc � C � `�� �c�L Listed � y� ��e 3 year 1rr �t��1s � >_ _ _ affixed 2 a to 1 �a ��U : � y _ : �� j � . tcr _ a ida� sans#9er + e ( i toU.S.. and C 1 ere r �sr I rr 1 �� fstl2 i��#rs remote� CERTIFICATION- 11 �ted to U.S.plug-in t r� t r � � R- atte attachment. st�rd�rt�s ttrw t_tomtr �a .�toe ( f, e� .., .. .�`7i #. }.'��� r+: . � [ � 6R�......�Rf..... Vey{ y standardssafety 3 _.. . I � X Qr � � i?i i1'_ ram wet locations T i �_ _ k1 _ 4 �:sd� ar taps for and: ire� brightness OPTICS: Integral � � r narrow : ed t�� � and i�'I �drccJ_ 1 armor# 1 i ! tr tr r r � trcr � I�_ rr � � a�tQ�� t� w�u � 2 ildet«t Canadian ` :standards t� w t x _ ___ _ hard�l_ safety _ c s-w.ix#afie� � i� � � kl �aii t�'1 f� rl�t �� _ � �_ ' E, _. _ �ilrr�rt s3 � �_ vF cone a not to peal• r: � d' �: F i (outdoors). , �e t, t Circuit �t� taps LASS G locations.� ar>E _ _ '�_(Ground _Fault I wef ,.9 y White WhiteCoot :_. _ ) t xr�€Ite ;� t�t'�I� �t t�eai t rt�, e , temperature. _ sliiG7r .LVT tV intr �r ��located least egs to � GASKETS-B Hl ORDERING LOGIC - TL4012 LED t4 x #� x 1�R14� � 1N" � _ _ III� Dust-tight,t and sealed dir ect amperage 1€ teat from tre � side i � .- Tra �1r13e Should 7 arnpr, $MVA 5.6 pool, spa or fountain. wall,on the ' structure, the vertical (oshion, Cie entries should bepositioned OPTIONAL:L: 220 240 or 277 downward. volt, 50f 0Hz inpiA. Consult y factory for details. e.. ELECTRICAL ram ELECTRICAL: N -�t i da du a A IEAd Adjustable tl ' � I N power w thmolded` T c 1i t direct i i 111 a , � _ # e E l.ulyff t i _.__.. The ire# stQr _ t �tir� l �ft un,photocells RCS T : _ 1I37 protected on primry, Strad ie�dt a1 PCI5 (IS ft. lead), plug- C p •a secondary side is prctMed by in artalog time clock(TS) and � O >�ircuit breaker. Shielded:between plug-in r#�tat tin* cock T6)• � `0 primary and secondary; � 0 insulated transformers for sate W414RARM Three,year limited° t3 U. V operatlon warranty, 5 NOTE: REFER TO SHEET L-7 FOR PALM LIGHT FIXTURE AND TRANSFORMER LOCATION NOTE: cc 1. USE BRONZELITE #BTS375-12 MOUNTING STAKE, 3 1/2" OD x 19" LONG POST, BLACK COLOR. C O m 2. REFER TO SHEET L-7 FOR PALM LIGHT FIXTURE AND TRANSFORMER LOCATION V L 0 Dade Revision 1.08.09 dy comments C PALM LIGHT DIMENSIONS B PALM TRANSFORMER SPEI A FICA TIONS PALM LIGHT SPECIFICATIONS t BRONZELITE TL4012 LED ACCENT FIXTURE SEE SPECIFICATIONS DETAIL A ABOVE 2 5-13/16" LEGEND 1. WALL 2-13/16" 2. BRONZELITE #5T6, PLUG IN DIGITAL TIME-CLOCK �— O LnscAp 3 3. BRONZELITE # LVT53-15 TRANSFORMER- ATTACHED TO WALL all GENERAL CONTRACTOR TO SUPPLY 110 VOLT, 60 Hz POWER. Q LANDSCAPE CONTRACTOR TO MAKE FINAL HOOK-UP BY LICENSED ELECTRICIAN. 12.4 VOLTS. SEE PLAN FOR LOCATION. 11 3r31 ` Renewal Date 4. 2 CONDUCTOR 12 GAUGE LOW VOLTAGE CABLE FROM * Date ti* TRANSFORMER FOR PALM LIGHT FIXTURES, DIRECT BURIAL — I I of cal IV 66° 5, 3/4" UVR PVC, SGH 40 CONDUIT I I— I I1 6. FINISH GRADE 1 1 BRONZELITE B53BLK ROCKET PERMA-POST Sheet Tide: 7. SWEEP ELL, EXTEND TO ADJACENT PLANTER I I 3" O.D. (BLACK) NOTES-. —( III I I 1 STABILIZER GRID MDSCAPE 1. MOUNT TRANSFORMER TO WALL WITH 1/2" EXPANSION SHIELD — 1 1 LIGHTING DETAILS AND BOLTS. T, UNDISTUBED NATIVE SOIL & SPECIFICATIONS These plans have been reviewed by the Coachella Valley Water Job No. ; 2M466 ,AT ER District in accordance with Water Code Title 7, Division 1, Chapter Scale: �p 3,Article 10.8, Section 65597 at seq. requiring efficient landscape NTS and irrigation design on cooperation with the local governing Drown: FRS =III 2 CONDUCTOR 12 GUAGE LOW VOLTAGE agency(City or County). Team: MIB DIRECT BURAL CABLE FROM TRANSFORMER Approval of this drawing by CVWD staff does not constitute ram_ III—I I 1=1 I 1=1 11— FOR PALM LIGHT FIXTURES. O Checked: 1RS — I �s-i-R 1 G approval to encroach into district and USBR Right-of-Way. Trees, O plants,walls and permanent structures of any kind may not be 1 planted or installed in CVWD and USBR easements or Q Right-of-Way without first obtaining an encroachment permit from Sheet Number. CVWD. 1 TL4012 DLV DATE Water Management Supervisor _ �o Z D PALM FIXTURE/ TRANSFORMER DETAIL D PALM FIXTURE/ STABLIZER DETA IL CVWD Plan# Development Services Supervisor 10 Of 11 0. a nbi landscape development . FLAN T i N G S FE G I F i G AT I O N S 2.05 PLANTS: 3.06 PLANTING: License No.880342 Ph.714.542.1740 A. QUALITY: HEALTHY, VIGOROUS, NORMAL HABIT. FREE OF WEEDS, INSECT INFESTATIONS AND PLANT A. TREES, SHRUBS AND VINES: FAr 714.641.8475 PART 1 - GENERAL DISEASE, SUN SCALE, ABRASIONS OF THE BARK AND OTHER DISFIGUREMENTS. QUALITY IN I. STAKE PLANT LOCATIONS OR PLACE RECOMMENDED QUANTITIES OF PLANTS IN CONTAINERS ON ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S LOCATIONS, AND OBTAIN VERIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE EXCAVATING 1.01 SCOPE: REPRESENTATIVE. PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED. 2. PLANT TREE, SHRUB AND GROUND COVER MATERIALS AS SOON AS THEY ARE DELIVERED TO THE A. FURNISH LABOR, MATERIALS AND EQUIPMENT TO COMPLETE PLANTING WORK AS INDICATED AND B. SIZE: THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/ SITE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE OF THE SPECIFICATIONS. DO F- V SPECIFIED. VARIETY SPECIFIED IN THE LEGEND. THE ROOT SYSTEM SHALL FILL THE CONTAINER BUT NOT BE ROOT NOT PLANT IF THE SOIL IS EXCESSIVELY WET. 1-- Z BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S 3. EXCAVATE PiTS WITH VERTICAL SIDES AND ROUGHENED SURFACES. THE SIZE SHALL BE LARGE 1.02 GENERAL CONDITIONS: REPRESENTATIVE. ENOUGH TO PERMIT HANDLING AND PLANTING MINIMIZING INJURY TO ROOTBALL, AND REMAIN 12 INCHES (UNLESS GALLED OUT DIFFERENTLY ON THE PLANS) OR MORE AWAY FROM CURBS AND A THE PLANTING DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS C. REJECTION OR SUBSTITUTION: REMOVE REJECTED PLANTS FROM THE SiTE IMMEDIATELY AND REPLACE PAVING. V Z _ cv ARE APPROXIMATE- BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTES SHALL NOT BE PERMITTED UNLESS EXPRESSED (Y 0 CONSENT i5 RECEIVED FROM THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. 4. BAGKFILL MIX: Q A. USE NATIVE SITE SOIL ONLY, ANY AMENDMENTS SUGGESTED IN SOIL - U , a0 B. DO NOT INSTALL PLANTING WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES TEST SHALL COME FROM A COACHELLA VALLEY COMPOST 501L FACILITY. Q) LU Z 6� IN AREA DIMENSIONS EXIST, IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S D. PROTECTION: HANDLE AND STORE PLANTS TO PROTECT FROM SUN, WIND AND OTHER INJURIES. d) (Lo 0 REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME INJURY SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. , Q -- () 00 X RESPONSIBILITY FOR REVISIONS NECESSARY. 3.0'1 MAINTENANCE: Q 0 O 0 E. QUANTITIES: CIRCLES AND DOTS INDICATING PLANTS ON THE PLANS ARE THE AUTHORITY TO PLANT to Q Ur -C 0 Q) qD G. COORDINATE INSTALLATION OF PLANTING TO AVOID CONFLICTS WITH IRRIGATION WORK, UTILITIES, OR COUNTS, AND SHALL BE FURNISHED AS DRAWN. MAINTENANCE CONTRACTOR SHALL USE ALL MAINTENANCE PRACTICES FOR THE PROJECT AS SET FORTH IN Q Q V (D g L ENGINEERING AND ARCHITECTURAL FEATURES. VERIFY REQUIRED SETBACKS FROM UTILITIES. THE CITY OF PALM DESERT MAINTENANCE AND DESIGN MANUAL Q (YN M � O � .� F. LAWN: NOT APPLICABLE J _ (Y 0(L I .� D. PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. G. HYDROSPRAY: LAWN: NOT APPLICABLE E APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED 3.08 GUARANTEE AND REPLACEMENTS BY GOVERNING CODES. 2.06 ACCESSORIES: A. ALL SHRUBS SHALL BE GUARANTEED BY CONTRACTOR AS TO GROWTH AND HEALTH F. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO A FOR A PERIOD OF 90 DAYS AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. A. ALL TREE STAKING SHALL. BE DONE WITH FOUR 'CINCH TIES', PER TREE AND/OR A FINAL ACCEPTANCE BY THE CITY OF PALM DESERT AND (2) AT TOP, (2) AT BOTTOM. SEE TREE STAKING DETAIL LANDSCAPE ARCHITECT. ALL TREES UP TO 24" BOX SIZE SHALL BE GUARANTEED BY CONTRACTOR G. KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RU55I5H INCIDENTAL TO TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM GLEAN ALL PAVED AREAS. B. TREE STAKES: STAKING OF TREES SHALL BE DONE ONLY IF NEEDED. ALL STAKES ARE TO BE LODGE THE SPECIFIED MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE CITY OF PALM DESERT O _ POLE PINE WITH TAPERED DRIVING POINT AND CHAMFERED TOP. POLES SHALL BE TREATED WITH A AND LANDSCAPE ARCHITECT. TREES IN 24" BOX OR LARGER AND ALL FIELD GROWN SPECIMENS H. NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. LANDSCAPE CONTRACTOR TO RECEIVE SITE WOOD PRESERVATIVE PER INDUSTRY AND ENVIRONMENTAL STANDARDS. SEE DETAILS FOR POLE SHALL BE GUARANTEED BY CONTRACTOR TO LIVE AND GROW IN AN ACCEPTABLE UPRIGHT MANNER. Osumi GRADED TO V-0.10, UNLESS NOTED DIFFERENTLY ON THE PLANS. RESTORE FINISH GRADES LENGTH. STAKING SHALL BE PER INDUSTRY STANDARDS. FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL AND/OR FINAL ACCEPTANCE. • oon I. DO NOT PROCEED WITH THE PLANTING INSTALLATION UNTIL THE IRRIGATION SYSTEM 15 INSTALLED AND B. ALL PLANTS THAT SHOW SIGNS OF FAILING GROWTH AT ANY TIME DURING THE LIFE OF THE CONTRACT, O OPERABLE. PART 3 - EXECUTION INCLUDING THE MAINTENANCE PERIOD, OR THOSE PLANTS INJURED OR DAMAGED AS TO RENDER 0 THEM UNSUITABLE FOR THE PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KIND AND 1.03 SUBMITTALS: 3.01 WEED CONTROL: SIZE AT THE EXPENSE OF THE CONTRACTOR. y A. AGRONOMIC SOILS TEST REPORT: A. AFTER ESTABLISHMENT OF ROUGH GRADES, AND PRIOR TO SOIL PREPARATION, TILL SOiL TO C. CONTRACTOR SHALL, WITHIN 5 DAYS NOTICE BY THE CITY OF PALM DESERT, REMOVE AND REPLACE GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE UPROOT EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE 1. UNDER THE DIRECTION OF THE OWNER'S REPRESENTATIVE, TAKE (2) 5AMPLE(5) OF SITE SOIL AT A GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED DEPTH OF 6 TO 12 INCHES, WITHIN PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING B BY THE ORIGINAL PLANTING AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED . L Itn AFTER REMOVAL OF VISUAL WEEDS ETC.,. APPLY 200 LBS- AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. PER ACRE OF COMMERCIAL FERTILIZER � 2. BRING SAMPLES TO AN AGRONOMIC SOILS TESTING LABORATORY REGISTERED BY THE STATE OF 21-0-0. IRRIGATE (4) TIMES PER DAY DURING THE SUMMER SEASON AND (2) TIMES PER DAY DURING AS SPECIFIED BY THE ORIGINAL GUARANTEED MATERIALS. CALIFORNIA FOR SOIL EVALUATION. OTHER SEASONS FOR (3) WEEKS, OR UNTIL MOST WEEDS HAVE GERMINATED. N 3. REQUEST TESTING FOR FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS WITH WRITTEN C. SPRAY A NON-SELECTIVE CONTACT HERBICIDE PER MANUFACTURER'S DIRECTIONS TO ERADICATE 3.09 GLEAN-UP RUB a RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER AND CHEMICAL CONDITIONERS, APPLICATION THE GERMINATED WEEDS. ALLOW HERBICIDE TO KILL WEEDS. TiLL SOIL TO UPROOT GERMINATED UPON COMPLETION OF THE WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, V RATES FOR SOIL PREPARATION, PLANTING BAGKFILL MIX, AND POST-MAINTENANCE FERTILIZATION WEEDS AND GRASSES AND REMOVE FROM SITE. MINIMIZE SOIL DISTURBANCE ON SLOPES. TRASH AND DEBRIS RESULTING FROM HIS/HER OPERATIONS. CONTRACTOR SHALL REMOVE ALL 0 90 PROGRAMS. EQUIPMENT AND IMPLEMENTS OF HIS/HER SERVICE AND LEAVE ENTIRE AREA INVOLVED IN A NEAT 4. SOILS REPORT RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER THE AMENDMENT AND D. IF WEEDS AND GRASSES STILL EXIST, IRRIGATE (4) OR (2) TIMES PER DAY, AS ABOVE, FOR (2) WEEKS AND ACCEPTABLE CONDITION IN ORDER TO GAIN FINAL APPROVAL BY CITY OF PALM DESERT. O FERTILIZER APPLICATION RATES SPECIFIED HERE. OR UNTIL NEW GROWTH APPEARS. REAPPLY HERBICIDE AND ALLOW TIME TO KILL WEEDS. REMOVE 5. SUBMIT WRITTEN REPORT TO OWNER'S REPRESENTATIVE AND NOTIFICATION TO CITY OF PALM DESERT WEEDS FROM SITE. LNORM AND LANDSCAPE ARCHITECT PRIOR TO ORDERING AND INSTALLATION OF PLANT MATERIAL NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS WITH WOODY, NON-LAWN 3.10 FINAL WALK v CONTRACTOR SHALL NOTIFY CiTY OF PALM DESERT AND LANDSCAPE ARCHITECT 48 HOURS B. WRITTEN GUARANTEE: E. ORNAMENTAL PLANTING. IN ADVANCE FOR A FINAL WALK THROUGH OF ALL INSTALLATION ITEMS. e APPLY HERBICIDE AS A FINAL STEP AFTER SOIL CULTIVATION AND PLANTING I5 IN PLACE. APPLY mom1. ALL TREES SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR ONE YEAR FOLLOWING r Emma THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE F. BEFORE DECOMPOSED GRANITE IS INSTALLED. 3.11 CiTY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE W L DETERMINED BY THE CITY OF PALM DESERT AT FINAL OBSERVATION. -04)2. REPLACE DEAD OR UNHEALTHY TREES IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER. REPLACEMENT TREES SHALL MEET THE SAME Q AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR ONE YEAR AFTER 3.02 METHOD OF PLANTING AND WORK PROCEDURE e THEIR REVIEW BY THE OWNER'S REPRESENTATIVE. Mom 3. INSTALL AND STAKE TREES AS ORIGINALLY SPECIFIED AT NO COST TO THE OWNER. A. No planting shall be done until all operations to conjunction with the C noun 4. ALL SHRUBS AND VINES SHALL BE GUARANTEED AS TO THE GROWTH AND HEALTH FOR installation of the sprinkler system have been completed, final grades LANDSCAPE INSPECTION SCHEDULE A PERIOD OF NINETY DAYS AFTER THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. have been established, the planting areas have been properly graded U SLEEVING / GRADING (SEE ITEM #5.1). and prepared as specified and the work approved by the Landscape & Sleeve diameter, type, depth and location 5. SIGNS OF FAILING GROWTH AT ANY TIME DURING LIFE OF CONTRACT, INCLUDING MAINTENANCE Architect• b. Soil surface drainage, elevations and trash (including woods ¢ rubble) PERIOD, OR THOSE PLANTS SO INJURED OR DAMAGED AS TO RENDER THEM UNSUITABLE FOR B. The relative position of all trees and plants is subject to approval by PURPOSE INTENDED, SHALL BE IMMEDIATELY REPLACED IN KIND AND SIZE AT THE EXPENSE OF Landscape Architect and Owner and they shall, if necessary, be relocated 2) HARDSCAPE/ BOULDERS- COBBLE Lie Revision as directed as part of the contract. & Sidewalkan IN out CONTRACTOR. d wall I out 6. WITHIN FIFTEEN (15) DAYS OF NOTIFICATION, REMOVE AND REPLACE ALL GUARANTEED PLANT b. Utilities Location 1.08-09 dly comments MATERIALS WHICH, FOR ANY REASON, FAIL TO MEET REQUIREMENTS OF GUARANTEE REPLACEMENT C. All plants shall be removed from their container and so that, when settled, c. Boulder type, size weight and placement SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED FOR ORIGINAL PLANTING they bear the same relation to the required grade that they bore to the AND ALL SUCH REPLACEMENT MATERIALS GUARANTEED OR SPECIFIED FOR ORIGINAL natural grade before being transplanted. Each plant shall be planted in the 3) IRRIGATION SYSTEM ROUGH- IN GUARANTEED MATERIALS SHALL MATCH EXISTING REMAINING PLANTS OF SAME TYPE AND SIZE. center of the pit and backfilled unless otherwise specified, with the a. Trench depth and location prepared soil. No soil in muddy condition shall be used for backfilling. No b. Pipe size and class filling will be permitted around trunks or stems. All broken or frayed roots c. Pressure test (125 psi for 6 hours C. STATEMENTS OF CONFIRMATION: shall be properly cut off. 1. SUBMIT AT THE TIME OF DELIVERY INVOICE STATEMENTS FOR DECOMPOSED GRANITE, BOULDERS D. Landscape Architect shall approve the placing and planting of all lams. 4) PLANT MATERIAL (Trees 4 Shrubs) AND COBBLE MATERIAL CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT, p pp p 9 p g p & Condition 2. SUBMIT SUPPLIERS' STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ALL SITE b. TWO FURNITURE AS DESCRIBED IN THESE DRAWINGS. 3.02 PLANTING OF TREES c. Placement D.SAMPLES AND TESTS A. Position plants in plant locations indicated on drawings and secure 5) GROUND COVER ( Decomposed Granite) L LANDSCAPE ARCHITECT RESERVES THE RIGHT TO TAKE AND ANALYZE ADDITIONAL SAMPLES OF approval before excavating pits, making necessary adjustments as & Type SOIL FOR CONFORMITY TO SPECIFICATIONS AT ANY TIME. FURNISH SAMPLES UPON REQUEST indicated. b. Depth and Spacing BY LANDSCAPE ARGHrrrzCT. C. Compaction 2. OWNER RESERVES THE RIGHT TO REJECT CONTRACTOR'S SUBMITTED LANDSCAPE IMPORT SOIL IF B. All pits for trees shall be dug square with bottoms level, the length of IT WILL REQUIRE AMENDING NOT COVERED UNDER THE ORIGINAL CONTRACT. sides and depth equal to two times the diameter of the tree root ball. 6) FINAL L�tDSCgp� Gom acted soils at sides and bottoms shall be loosened. Plant Pits shall bed 3. IMMEDIATELY REMOVE REJECTED MATERIALS FROM THE SITE, AT CONTRACTOR'S EXPENSE. COST p a. Irrigation R.SELp backfilled with Native Site Soil, only, thoroughly settled by water application, g OF TESTING OF MATERIALS NOT MEETING SPECIFICATIONS SHALL BE PAID BY CONTRACTOR. Any amendments suggested in the soils report shall come from a Coachella Valley t) Valves, boxes and wiring ��, ,�` ����✓ 4. IMPORT SOIL: OWNER RESERVES THE RIGHT TO REJECT 501L DELIVERED TO THE SITE THAT DOES compost soil facility. it) Controller operation and schedule NOT MEET THE APPROVED TEST RESULTS AND/OR THE SPECIFICATIONS. i11) Sprinkler bubbler and/or drip type, flow rate and 5. SUBMIT SUPPLIERS STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF INORGANIC MATERIALS C. Set plants in center of pit, in a vertical position so that root crown will quantity per plan /3L" AND SITE FURNITURE WITH THESE SPECIFICATIONS. be level with finish grade that it did to the soil surface in the container, iv) Overall operation * Rmewal>a D. Prepare depressed water basin as wide as plant balls at each plant and water b. Tree Staking ill `�lq Dde thorough1 PART 2 - PRODUCTS y c. Overall CF C ALIF o4 3.03 PLANTING VINES, SHRUBS NOTES: Should any of the above inspections fall after 2 attempts there will be a fee assessed for any 2.01 GENERAL: re-inspections. A Vines and shrubs shall be planted per details. Compacted soil at bottom Any change to an approved landscape plan, must be resubmitted to the Gity of Palm Desert for Sheet Tide: A. PROVIDE MATERIALS OF BE5T RECOMMENDED QUALITY OBTAINABLE WHICH COMPLY WITH of pit shall be loosened and the pit filled with "Native Site Soil" to the approval, riat Q implementation. DRAWINGS AND SPECIFICATIONS, bottom of the ball. When the plant has been properly set, the pit shall be backfilled with Native Site Soil, only, thoroughly settled by water application_ B. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT REVIEW BY THE OWNER'S Any amendments suggested 1n the soils report shall come from a Coachella Valley PLANTING /��� TING REPRESENTATIVE. compost soil facility. �/� 2.02 DECOMPOSED GRANITE: B. Prepare a depressed water basin as wide as plant pits at each plant. Water GRAPHIC SCALE 1"=20 ' SPECIFICATIONS thoroughly, backfill any voids with additional prepared planting mix. A. INSTALL DECOMPOSED GRANITE TO ALL PLANTING AREAS AS SHOWN ON PLAN TO A FINAL 2" DEPTH. C. Set plants in center of pit, in a vertical position so that root crown will APPLY EVEN LAYERS OF 11/2" AND THOROUGHLY SOAK WITH WATER. ALLOW TO SIT FOR EIGHT (8) HOURS . be level with finish grade that it did to the soil surface in the container. 20 0 20 40 60 THEN COMPACT WITH A VIBRATING PLATE COMPACTOR. D. Prepare depressed water basin as wide as plant balls at each plant and water 2.03 ANGULAR GOBBLE thoroughly. These plans have been reviewed by the Coachella Valley Water Job No. : 2008466 3.04 TREES OCCURRING IN DECOMPOSED GRANITE AREAS: WAT ER District in accordance with Water Code Title 7, Division 1, Chapter scale: A. INSTALL ANGULAR COBBLE IN PLANTING AREAS AS INDICATED ON PLAN. 3,Article 10.8, Section 65597 at seq. requiring efficient landscape �� APPLY IN L005E MANNER WITH EVEN HEIGHT RELATIVE TO TOP OF ADJACENT CURB, SIDEWALK, ETC. A. Trees occurring in decomposed granite shall be planted before final and irrigation design on cooperation with the local governing D► wn: preparation of those areas. agency(City or County). ream; MJB 44 Approval of this drawing by CVWD staff does not constitute loft 2.04 LANDSCAPE BOULDERS B. Provide trees with decomposed granite over the rootbal1. �/ST R I G� approval to encroach into district and USBR Right-of-Way. Trees, cheC�ced. O plants, walls and permanent structures of any kind may not be A. INSTALL ALL LANDSCAPE BOULDERS PER DETAILS ON DRAWINGS AND QUANTITIES AS DESCRIBED 3.05 CARE OF PLANTS BEFORE AND DURING PLANTING planted or installed in CVWD and USBR easements or 0 iN THESE DRAWINGS. Right-of-Way without first obtaining an encroachment permit from Sheet Number. Go A. Plants shall not be allowed to dry out before or while being planted. CVWD. Ifte Do not expose roots to air except while being placed in the ground. Wilted plants, in or out of containers, will not be accepted and shall be q' replaced at the contractor's expense. 0#4 DATE Water Management Supervisor B. Existing plants, where indicated, shall be protected in place. Damaged or destroyed plants shall be replaced in duplicate size by the contractor Z within 48 hours after notification b l the Owner's authorized Representative. 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