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HomeMy WebLinkAboutThe Village at University Park Assessment District_1 '-T .......... c + w e s land a r t� A IY M RT q�oi westeirly pl. suite 111 newport beach,ca 92660 LIC.No.4340 tel:�949)224-0040 tax:(949)224-0044 AOL CONSULTANT AWW N T Am T I mv" P rmawt R 1515 MR AW in L V E N Ak, N I PA M V6 liv A SHEET I N D E AF IS /,//j ITE Mmr- ­­1........... . ........... L-0.00 COVER SHEET ......... ... L-0-01 GEOGRAPHICAL BID AREA PLAN -T T 4 -1 .06 SHEET L L-2.06 ...... ....... -1.01 to L IRRIGATION PLAN .. .............. ........ 4"1 Cr. rr -1.02 IRRIGATION PLAN L ................ .... . ..... ................ .......... W Z -1.03 L IRRIGATION PLAN .. ........ -1.04 IRRIGATION PLAN L W 0 a W (L LL 0 L .05 IRRIGATION PLAN 7 L-1.06 IRRIGATION PLAN MIRE F.GE Z F=n L-1.07 IRRIGATION NOTES & LEGEND L-1.08 IRRIGATION DETAILS Z ow cc SHEET L-1 .01 W ow -1.09 GATION DETAILS Lli L IRRI -2.01 L L-i.10 IRRIGATION SPECIFICATIONS LL OFFICE 5 OFFICE 5 IRRIGATION S L 0 LV .0 AdIL SHEET L-1 .05 L-1.12 IR 'N' OFFICE 4 ........................... L-2.05 RIGATION WATER USAGE 0 PLAN I nl Z OFFICE 3 CO W ANTING PLAN r ;7 9"! L-2.02 FLr%. L 00 r A KII ................. -2.03 L PLANT **,!Op. L OFFICE 2 4 -A ........... L-2.04 PLANTING PLAN .... .... ........ ... -1 .02 SHEET L L-2.05 PLANTING PLAN . ........ ....... . ..... L-2.02 .......... .......... ....... .... L-2.06 PLANTIN'r% PLAN L-2.07 PLANTING DETAILS -2.07a RETAINING WALL GRADING OFFICIL I -V L PLAN .......... f L-2.07b RETAINING WALL DETAILS AND SECTIONS RETI in \Ora- '00" -2.08 L PLANTING NOTES ....... ...... .......... .. .... 17. 10-31 SHEET L-1 .04 1 OF 2 PR T L-2.04 2 OF 2 PROTO 11 RETAI E -RETAIL 28 RETAIL 7 ;7 7.�-7,. ................ . ... ................ ...................... .. .. ...... ........... ... .. .. ..... . SHEET CONTENTS: 77 SHEET L-1 .03 L-2 C= I ........ ...... ................... E I Vr- �EC .03 ....... ............. COVER ..... ........ ..... ....... ............ ...... ..... ....... ................. -I........... ....... ...... ......... ............. ........ .. ....... .................... ........ .......... " L , .......... ..... .... 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N" , - .1 11-1- i z NOT TO SCALE ..................... ... ................ ................. ............. ....................... ........... . .............................. ................... ........... ................... ...... ........................ .............................. ............... ..................... .......... ............... ........... .......... .......... .......... ............................... .......... ........... ........................ ............................ ...................................................... .......................... ....... .................. ........................... ......... .......................................... ................. .......... ....................................... ..................................... ------- ........... ........... ...................................................................... ............................... ........... ------------- ............. ............. .. ............................ .......... ................ .......................... ................................................... ONS NOTIFICAT SUBMITTALS / APPR0VA1 ­ %Q.0 VICINITY M A P" GENERAL NOTES : Revisions: The following general notes are provided by the Owner and Landscape Architect to give directionstothe 01 contractor. In order to bid this project, the contractor must attend a pre-bld site walk with owner and No. Revision Des! OWNER: LANDSCAPE ARCHITECTI architect. BID SET LAND ARC WEST Thousand THE EVANS COMPANY - APPROVED - RAMON RD Palms 1. Contractor shall verify with the general contractor that plans are current and approved construction BID SET - PROJECT SITE Issue plan. Verifythat the general contractor has provided copies of all bulletins to date. 74000 COUNTRY CLUB DRIVE, SUITE H-2 CE 0111 FIN C 1 0 2. Contractor shall review P re-Construction and Turnover Procedures. PALM DESERT, CA 92211 NEWPORT BEACH, CA 92660 BY' Byl. BID SET rt DATE RM -Z, CATE:VS PHONE (949) 224-0040 WALL AND B,� DINAH __----.SHORE 0, Work shall be in accordance with the requirements of the City of Palm Dese PHONE (760) 773-9832 . The engineering soils report by N/A dated N/A is a part of these construction documents. The 6J REVISIONS' a- the report's recommendations as they relate to his work. CONTACT, RICK EVANS CONTACT, TAL JACKSON LMDSWE MWGER: 0: 0 -q contractor shall comply with Cathedral < 0 z: I I City a. GERALD FORD DR 4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or taxes required to Install the work on these plans. ARCHITECT: CIVIL ENGINEER: L required by the state in which the work takes place. 5. The contractor shall be appropriately licensed as I 6. The contractor shall notify the Owner's representative prior to beginning the work and shall be PRIEST VUKSIC RBF FRANK )SINATRA DR 779-5393 74-410 HIGHWAY 111 responsible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. PHONE (760) L T 0 F P, E ri f W 111511 0404451rv-: Rancho Mirage CONTACT- JOHN VUKSIC P 260-4114 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or - OF > D F)A < 41screpancies in existing conditions or within the plans prior to beginning the work. COUNTRY CLUB DR 40TH AVE 8. Unit prices for all improvements shall be established as a part of the contract with the General PHONE (760) 346-7481 C070,MUNITY DEV Date' ' FAX- (760)346-8316 0. 0 AVE Contractor and prior to beginning work, to accommodate additions and/or deletions of material A P,7� D r�y- 42ND Draw Palm D&e < LU 0 Z and/or labor. CONTACT, JOE CICCHINI 0,11C.RES. NO­ 0� < +0 AFF LETTER UJ 0 Bermuda 0 R- C� - M F- y W 0 Dunes OP.C. I Z .0 Z ACTiON 0 Z SUBMITTALS STRUCTURAL ENGINEER: 0 0 < CL submittals of the FRED WARING DR 0 INTEGRAL ASSOCIATES 1. Prior to the Pre-Construction meeting, the Landscape Contractor shall make UTILITY CONSULTANT; �y HWY 111 MILES AVE following per the specifications: 1124 MAIN STREET, STE D MRC ENGINEERING Date 0. Hardscape samples C01��TRITCTMN S'!�:-L COMMENCEWITHIN FAIRWA� DR b. Photos or cut sheets for all site furnishings (pots, benches etc) including color samples IRVINE, CALIFORNIA 92614 PHONE (760) 325-1045 Indian c. Photos for all trees 15 gal. and larger PHONE (949) 724-1800 CONTACT. RALPH RAYA Wells W d. Size specifications (hi. x width) for all plant material 0 CONTACT, RORY ZACH ity Limits 0 co W Indio n of "equal" substitutions shall be made only by the Landscape Architect. Z 2. Determinatio 0 Quin ty, < 50TH AVE ( L INSTALLATION PROCESS UTILITY COMPANIES Z ntractor will clean up the site on a daily basis. At no time, will piles of dirt a,,, 0 V) Z debris remain in publicly traveled walks. 1-800-684-8123 11.1 1 SO. CAL. EDISON UJ 2. Trees will be planted in tree pits within 24 hours of excavating free hole. If trees are not plan 3d 1-800-427-2200 < the same day as the hole is dug, Landscape Contraictor to install warning tape around tree pits. SO. CAL. GAS COMPANY SITE OBSERVATION 80. CAL. WATER COMPANY 1-714-535-8010 a 1 Landscape Architect shall be notified no less than 48 hours in advance of any site observations UNDERGROUND SERVICE ALERT 1-800-422-4133 CITY OF PALM DESERT APPROVALS DAT - SHEi IL V I or meetings 0 F L D S LIN V R PAHK -H E E T I F- -b I y VALLA SSESSMENT DISTRIGI T E C 3 NDS LOPM �EN L DE E T LIFOH A CITY OF 1"ALM DEERT NOT TO SCALE ­2 A land arc + wes- t V 3901 westedy pl. sufte 111 GEOGRAPHICAL BID AREA LEGEND newpo�beach,ca 92660 UC.No,4340 tel: 49)224-0040 fax:(949)224-0044 DIRECT RETAIL- PHASE 1 D RECT 0 FFI CE- PHASE 1 CONSULTANT ASSESSMENT DISTRICT- PHASE 1 JOINT COST- PHASE I Of "s DI RECT OFFICE- PHASE 18 kt�1111 D RECT RETAIL- PHASE 1 B JOINT COST PHASE 113 DI RECT RETAIL- FUTURE PHASE DIRECT OFFICE- FUTURE PHASE >= LO DIRECT HOTEL- FUTURE PHASE LO z NT'COST- FUTURE PHASE W LLJ z C/) W A C) W CL U. 0: z Cr. Z W OF 0. W W W co um W W 0 om F ML z W010 V E; > 77- 4 ..........Lid 77 49 10 777 CY- �Av SHEET CONTENTS1 GEOGRAPHICAL 01 no. BID AREA PLAN '4�41C 1A L Revisionsi 77, —77- '77 Revision Descripf! )n: N 0. BID SET 5 BID 03/14/0 SET BID SET WALL AND BARRIER RAIL 'COOK TREET REVISION S \% %�%%,%`*k%, % % %b ul % % % % % % % % % 36 % �Dat es 10-24 05 Drawn BY; SC/BG/AA Checked-- TJ/TA AUG 2 2005 Job 03-1170%r','%PA FF Plot Date, 05/23/06 P11 Plan Set, F Im 0 25 50 100 L � 0 . 0 1 SCALE: 1 50 W SHEET 2 OF 24 r-4-r C-+ W EQUIPMENT LEGEND LOCATION (INSTALLED BY CVWD) land arc + west nM 1"WATER METER- NIBCO T-585-70 FULL PORT BRONZE BALL VALVE-LOCATE AT EACH VALVE GROUPING -TO BE LINE SIZE 3901 westerly pl. suite 114 1"REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) newport beach,ca 92660 LIC.No.4340 tel:(949)224-0040 Q 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax:(949)224-0044 • 1.5"MASTER CONTROL VALVE -RAINBIRD GB-BRASS FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE 1kFCHA3 y - QUICK COUPLING VALVE -RAINBIRD 3RC CONSULTANT AI RAINBIRD XCZ-1 - - D V E 00 B COM RIP CONTROL ZONE KIT �t�,, . ✓•AY` - ,� �$ c :,,, ••��,'' RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOR SIZE • � u""�+a�'` ` - _�``�-a ``- G8 3. A ° `'- 1# 4 RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL 1521ST . �* • �t� . .�tt DRIP VALVE ASSEMBLY-SENNINGER REGULATOR I AMID I-071 3I4"Y-FILTER `�[ (� {`_- -- -- `' �`�' • •`• ••�4i� �'� WATERCONCERN, LT® � ••••i�®�s���g RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL:1521S) LANDSCAPE IRRIGATION CONSULTING i _ •t`M U 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 ```®°••••„� T ~` �` 0 jr Q SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING (714)835-2068 (714)835-2168 FAX `••••,�„ • T O TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE -SEE TREE LEGEND `� _ '•••�� ,, AND DETAIL FOR TYPE AND QUANTITY • ````•®••®•• T jjA IN a CONTROLLER- RAIN ASTER-EAGLE- IN A TOP MOUNT STRONGBOX ENCLOSURE WITH "'•••,• jj COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN fly •i� jj Q® CONTROLLER- LEIT 4000 SERIES (35" MOUNTING POLE). USE LEMA 1521 S ACTUATORS FOR EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. a.• ��• j �,� WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" �• WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-112"AND SMALLER- BURY 24" 0 0 0 0 0 0 0 0 WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION -BURY 9" L WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" LO SLEEVE-SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL / �► j WIRE SLEEVES TO BE 2 MIN. WHITE PVC -SEE SLEEVE SCHEDULE FOR SIZE co Z < Vj — • I t �J a >ir • p > W LL AX DENOTES VALVE STATION NUMBER 0 1 1` ! DENOTES FLOW �'J f DENOTES VALVE SIZE Z C ::) z W > F- CL W a: C) a) • f ! 1 / t � ` LL W l ® .� E j F6 a. R 1 4 J I Z F5 U) V W • z r 1 / a j ! AUG 2 M05 CV ll rl WATER CONSERVATION CONCEPT STATEMENT CII OF PAt��DEREM ►�UBLIC.l'iGRr. CEI'i ( ` ! ASSESSMENT DISTRCIT D !1 0) Project Site: The Village at University Park Tract or Parcel Number. 31515 r d REFER TO SHEET L-1.07 THROUGH L-1.12 FOR IRRIGATION NOTES, Project Location: .�. ■ 1 LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. -TAL I landscape Architect/(rcigatten Designer/Contractor: Land Arc+West!Water Concern j � l j Included in this project submittal package are:(Check to indicate completion) X PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE T 1. Maximum Annual Applied Water Allowance: BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. 10-31-07 i ! Conventional Landscape: SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION 2,410.03 hundred cubic feef/year J ® 1 +Recreational Turfgrass Landscape: 0 100 cubic feetlyear EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE t _� Z ■ Maximum Annual Applied WaterAllownca:a BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL J� i I 2,410.03 hundred cubic fe®Uyew FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM F i 1 111 COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR OTHER HARDSCAPES/STRUCTURES. _ t X 2. Estimated Annual Applied Water Use by Hydrozone: • lI Turfgrass Hydrozones: NIA 100 cubic feeUyear r Recreational Turfgrass Hydrozones: N/A 100 cubic feet/year c (+ `fv Very Low PlantHydrozones: NIA 100 cubic feetlyear PIPE SIZE LEGEND SHEET CONTENTS: Low Plaid Hydrozones: 790 100 cubic feet/year (RRI �' Medium Plant Hydrozones:1,485.32 100 cubic feetlyear i ON High Plant Hydrozones: NIA 100 cubic feet/year ■ 1 water Features: NIA 100 cubic feei/year 3/4" c' [ Other 100 cubic feal/year PLAN ■ � _ Estimated Annual Total Applied Water Use: 1,485.32 hundred cubic feetJyear 1" 1 — X 3. EATAWU<MAAWA X 4. Landscape Design Plan X 5. Irrigation Design Plan 2" I I 1 X 6. Grading Design Plan 2-1/2" IE ®rrterrrr®. 7. Soil Chemical Analysis(optional)I Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and SLEEVE LEGEND Revisions. I i I efficiency in water use.): I E During the generation of the construction drawings,the following actions were N o. Revision Description ! taken to help achieve water use efficiency and conservation. O (1) 4„ SCH. 40 SLEEVE I BID SET 10 24 05 r i -Plant material with medium or low water requirements were selected. B 2 4" SCH. 40 SLEEVE -There are no Turf areas. O ( ) ® BID SET 0 3 14 0 6 INSTALL ASSESSMENT A BID SET 05 23 06 i T I -Shrub area are irrigated with head to head coverage and have matched precipitation rates. „ DISTRICT MAINLINE AND -Irrigation system is designed by micro climate and using rain sensors. © (1) 2 SCH. 40 SLEEVE i I WIRES IN RIGHT-OF-WAY. -Controller has multiple stations and run times to ensure each micro climate recieves only the water it requires. -Controller has evapotranspiration(ET)based scheduling and flow sensing. O (2) 2" SCH. 40 SLEEVE T I O (3) 2" SCH. 40 SLEEVE I Date: March 14,2006 Prepared by: Ryan Griffin c'a I (1) 2n SLEEVE FOR VALVE WIRES SHALL — F_ N ACCOMPANY EVERY MAINLINE CROSSING. — ■ 3 I� - Da . te� These plans have been reviewed*by the Coachella Valley Water District in accordance with 10—2 4—0 S Water Code Tide 7, OMslon 1, Chapter 3,article 10.8, Section 65597 et seq. requiring Drawn By. PM efficient landscape and irrigation design in cooperation with local governing agency(City or 1 l County). Checked: R G o *Approval of this drawing by CVWD Staff does not constitute approval to encroach into M A T C H L I N E SEE SHEET L-- 1 . 02 t _ district and USBR Rights-of-Way. Trees, plants,wails and permanent structures of any kind Job 03-1170 =� may not be planted or installed in CVWD and USBR easements or right-of-way without first � � Plod ®ate 0�-23-�06 obtaining an encroachment permit from CVWD. Plan Set. F _ KEY PLAN-NOT TO SCALE Date10 o 10 20 40 Water Management Supervisor 0 10 f _ � .. � SCALE: 1 =2® —0 Development Services Supervisor SHEET 3 OF 4 U MATCHLINE SEE SHEET L® 1 . 01 %! i EQUIPMENT LEGEND land arc + west ■ �, i Q 1"WATER METER-LOCATION (INSTALLED BY CVWD) I { 3901 westerly pl. suite 111 NIBCO T-585-70 FULL PORT BRONZE BALE.VALVE-LOCATE AT EACH VALVE GROUPING LIC.No.beach,ca 92660 uc.No.4340 - -TO BE LINE SIZE ; T I tom:9 )24 1 REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) ; I 224-0044 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) i 1 1.5" MASTER CONTROL VALVE-RAINBIRD GB-BRASS CONSULTANT FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE ; I F 3 J2 QUICK COUPLING VALVE -RAINBIRD 3RC ; x, ® T t" 8 t RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT # J1 RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE 1 i WATER CONCERN, LTD RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL 1521S) # ■ LANDSCAPE IRRIGATION CONSULTING DRIP VALVE ASSEMBLY-SENNINGE REGULATOR 1 AMID 1-071 314"Y-FILTER '■ 932 TOI�VIY AIVO COUAI Y Rl3,ORANGE CA 92868 1 1" c (714)835-2 8 (714)835-2168 FAX RA NBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR-MODEL:1521S) A O SPEARS 314" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING a # ' M T TREE BUBBLER-RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND ® AND DETAIL FOR TYPE AND QUANTITY E — r=- -- — E----- E L �L7■ N CONTROLLER- RAINMASTER-EAGLE- IN A TOP MOUNT STRONGBOX ENCLOSURE WITH # A— �`Q COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN T CVWD TO CUT ROAD AND CONNECT TO { 18"DOMESTIC WATER LINE. " # CONTRACTOR TO TAP 3!4"SERVICE LINE ® CONTROLLER-LEIT 4000 SERIES(35 MOUNTING POLE). USE LEMA 1521S ACTUATORS FOR EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. # F4 INTO MAINLINE AND RUN TO MEDIAN # ISLAND AT STATION POINT 64+00,CVWD T TO MAKE FINAL WATER METER AND r WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" 1 , F3 R.P.BACKFLOW CONNECTION, CONTRACTOR SHALL PROVIDE ALL �— LO rF WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-112"AND SMALLER-BURY 24" } 1" PERMITS AND FEES FOR WORK. V T " ® ® LO WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9 t ( T■, " P LATERAL LINE FOR TREE IRRIGATION-BURY 9 II WHITE SCH 40 VC LA ERA G Z 4< L # l l z AM SLEEVE-SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL �+�/ WIRE SLEEVES TO BE 2" MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE T 11 I Vj # i Ll J a: I #U1 0 > W CL LjL > F� G) 0 L5 z DENOTES VALVE STATION NUMBER 1 l I DENOTES FLOW 1 Tr i "'� DENOTES VALVE SIZE 1J ( I L - >' oc I CLUj 11 l I LLW W W ' }i _ L) — a. Z ' ► V J C!� n_ Vj i r / fi- LJ � F AUG 2477-5 CD REFER TO WATER METER A3,SHEET 1.12 FOR WATER USAGE 4'G —`- 4 c CALCULATION FOR CONTROLLER A-FOR VALVES ON THIS PLAN ONLY. I REFER TO SHEET L-1.07 THROUGH L-1.12 FOR IRRIGATION NOTES, 1 i LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. gyp`. l I l PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE I j I ■ BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. to 3t-t!7 { i SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION i EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE iDow BOXES IN SHRUB AREAS ONLY,THE IRRIGATION CONTRACTOR SHALL T,9 i FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM i(i( i I ■ COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR CA�-� I j OTHER HARDSCAPES/STRUCTURES. i ,� �� v �� � , � i' ,f ���/ -� �,�• i i PIPE SIZE LEGEND SHEET CONTENTS: I ' �� �; �'/ /;' � % •' IR I TIO % 314" 0 r � ■ LAN c-- 1 a 7 7{ 177 - , R 2112 R / r y _._ ��, .� �.— ----- -__ ____ _ _ _____ -_ _-__ ____-___ __ _._____ I r e i I __........____ . __ ._ __ ____ ____— __._-- - --- - --_-__ —- '` _ / . '� �- - SLEEVE LEGEND __— __ ._..._ _ __ ._...-- _ _ _____-_ e■®®■■■■■■■■■■®■■■■■®■u■■■■■■■■■ ■■■g■m■�■■ans" r■R--s w■■e■i■■ __ _ �®s�s®w..__.___-,_ ��■ _ � � _.._____ __.. ---- -��-_ _ ■s®�■■ ■ ®■■ -_-_ a■ e� �■ems �_ .. r - t► No. Revision Description: - ._- _ _ _ _ _ _ - ..... _-_- - -._..._ _-_____ _ ___---__-__ _----_-____-- .,� �'�`•. ® (1)4°' SCH. 40 SLEEVE „■„■, ■■■■„■■■■,■�■ _ -- " BID SET 10 24 05 Ljj ©c (2) 4" SCH. 40 SLEEVE ® BID SET 03 14 06 � �� I © (1) 2" SCH. 40 SLEEVE ® BID SET 05 23 06 1F q � I _�� T D (2) 2" SCH. 40 SLEEVE �f IRRIGATION IN MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED CO T. MEDIAN PLANS I O COOK STREET (WITH WATER METER AT STA 22+80) PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. T APPROVED PLAN SHALL BE I (3) 2° SCH. 40 SLEEVE VERIF14EP WITH SPENCER KNIGHT AND DIANE HOLLINGEI� AT THE CITY of PALM DESERT (760 46-0611 . CONTRACTOR I TREE,s ___-. 4"G ___ 4"c -- 4"G - -_ 4'•G --- 4"c ——— MENT'THE-11SPROWD 'TkD - AND—AND A B1D XETE INSTALL T E IRRIGATION SYSTEM Ag SHALL ROVIDE- A �I�—T-�-IMP� c �' `n (1) 2" SLEEVE FOR VALVE WIRES SHALL " USING EXISTING TKD WATER METER AT STA 22+80, UPSIZED MAINLINE, CONTROLLER, DRIP EQUIPMEN , DETAILS, I 7 SPECIFICATIONS, AND STREET SLEEVING FOR THE CONCEPTUAL PLANT LAYOUT SHOWN ON THIS PLAN. I ACCOMPANY EVERY MAINLINE CROSSING. l�9 , .,. , ..,,,-.e.,,_,a.�,.♦a,. . ...\x..,_,...\-,..,. ._,e,,,..x.:,.,,°„ ..,::, ♦,.,_,,_,\,�.,a ...,c,.-,...,..:\� ,.. ♦ ^\ \ ♦ ♦ \. , ._.,\. :. ,.\ _\ 4 \ ♦ � \ _.,.. ,\.,w W.. z \\ \ \ \\ \` \ \° °\18r N{\\ \ \� ♦ ♦ \ \ ��. �ffir`1�f \ \\ \ ��_ i ° ° \- c 18^� \ \ ♦ \ \ \ ♦ ♦ \ e \ ♦ \ \ \ \ \ \ \�..� \ \ ,,� �+„ \ \ \� °� 18r4 ♦ \ \ ° °�._ l _ Date. 1 0—2 4—0 5 '\ �°\ ••--T\ •: --�: =I�m These plans have been reviewed by the Coachella Valley Water District in accordance with � dater Code Title 7 DMsion ? Chapter 3,Rrticie 10.8 Section 655g7 et s re uinn \ \ 1 \ ■;,�, \ \ I a ---g Drawn By: PM efficient landscape and irrigation design in cooperation with local governing agency(City or \\ \ \ \ \ \ \ \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ County). Chi R G �- \ \ \ \ \ \ \ I ' Approval of this drawing by CVWD Staff does not constitute approval to encroach into \ ' �. _ Job = 03-1170 ° district and USBR Rights-of-Way. Trees plants walls and permanent structures of any kind � may not be planted or installed in CVWD'and USBR easements or right-of-way without first -- �� - a 1. Plot Date 05--23-06 o -c►—- .- o -o „—a o�-a=„—o o -0 o� o o� o - t---- obtaining an encroachment permit from CVWD. ♦ \ ♦ ♦ \ \ \ ♦ ♦ ♦ ♦ \ ♦ \ \ ♦ \ \ \ ♦ ♦ ♦ \ \ ♦ \ ♦ \ f \ \{ \ \ \ \ \ \ \ \ \ \ \ \ ♦ T \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ E C v \ \ \ \ \ \ a ♦ \ \ \ \ \ \ \ \ \ \ ° ♦ \ \ \ \ \ \ ♦ \ \ \ ♦ \ \ \ \ \ ♦ ♦ \ \ \ \ ♦ ♦ 1 gn fik Plan e r \ KEY PLAN—NOT TO SCALE pD \ ♦ \ ♦ \ \ \ \ \ \ ♦ ♦ \ ♦ \ \ \ \ \ \ \ \ \ \ a f. \ \ \ \ \ \ \ 1 \ \ \ \ ♦ \ \ \ \ ♦ \ e \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ ♦ \ \ \ \ t , Date 1 firs 1L 7.� J t� .,.,. .,.,+�Pl: J_",L,., w�..:a..t,.,.,x r.,,, n _ .. .� l -a v �I - 0 10 20 40 Water Management Supervisor SCALE: 1 " -2 0'--0" Development Services Supervisor SHEET 4 OF 24 LL i EQUIPMENT LEGEND land arc + west Q 1"WATER METER-LOCATION (INSTALLED BY CVWD) �``------ — - �N--LT 1°WATER METER AND 1" � ,` NIBCO T-585-70 FULL PORT BRONZE BALL VALVE -LOCATE AT EACH VALVE GROUPING TO BE LINE SIZE 3so1 wester � R.P.B.F.INSTALLED BY C.V.W.D. ly p. suite 111 - — — — — — — — — — — — — — — — — — — — _,.. — ...... _._ .-._ — — — — — — ._.._ _... — — — — — — — — 1"REDUCED PRESSURE BACKFLOW PREVENTER- LOCATION (INSTALLED BY CVWD) newport beach,ca 92660 UC.No.4340 _ SEE POINT OF CONNECTION -" — -"` -" tel:(949)224-0040 NOTE FOR EQUIPMENT. 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) tax:(949)224-0044 A " / 1.5"MASTER CONTROL VALVE - RAINBIRD GB-BRASS 71111 A34 FLOW SENSORDATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE CONSULTANT QUICK COUPLING VALVE RAINBIRD 3RC RAINBIRD XCZ 1 Uu �,nn� DRIP CONTROL ZONE KIT ' ° - RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOk - 1 " — RAINBIRD GB(REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATUr%_ MODEL 1521S) "T DRIP VALVE ASSEMBLY-SENNINGER REGULATOR/AMID I-071 3/4 Y-FILTER , " WATER CONCERN, it IWE RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR-MODEL:1521S) LANSC � :''��!GATf®P COS Tf +S N '-` 932 TO AND COUNTRY Rol, oRANG�, i,.",:�2a66t 711 (714)835-2068 (714)835-2168 FAX ■ °° I ® SPEARS 3/4" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING It F I 1 g I T � TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND f I AND DETAIL FOR TYPE AND QUANTITY / ° ° � N CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH �- Q COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN f A— 'I (I °° _ Ir CONTROLLER- LEIT 4000 SERIES (35 MOUNTING POLE). USE LEMA 1521S ACTUATORS FOR AN EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. f _ `--I WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24" -- — —— _ — _ _ _ — — — — ■ " - '" " ;_ • WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9" L ® F LL 2" C A `� ®♦ ♦ WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" LO �� as ■ ■■■■®■■�■■■■■■f�sorr .■■ man on ■■ ? ,�ara � s■■ ♦P ♦♦ —, — � ■■■■assess = "" ■i■ ■■■eases■�®!■ _ � - ♦ �� T� — -- - ♦ • �� c 2" - ®♦♦ s SLEEVE -SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL - '� _ ♦�■■■ _ W (y) z c P _ _ WIRE SLEEVES TO BE 2" MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE �...� -- - s ' i � ° IV — — ■■■■wn — — — I W W 0 l I _ ® > LL v COOK ST. MEDIAN PLANS COOK S T R I U DENOTES VALVE STATION NUMBER IRRIGATION IN MEDIAN SHOWN FOR C CEPT ONLY. CONTRACTOR SHALL REFER TO A PRO ED 0 T I 0 J {WITH WATER METER AT STA 22+8 PREPARED BY TKD ASSOCIATES, INC. (760 320- 899. THE APPROVED PLAN SHALL BE 1 �, DENOTES FLOW U )/f RIFIED WITH SPENCER KNIGHT ND_DIANE HOLLOGER AT THE CITY OFJALM_ ESERT (760 346,-,c061 1. CONTRACTOR ___ 4% __ _ 4„G _ __ ___ 4„G _ _ ,.G _ M �,,G DENOTES VALVE SIZE J SHALL PROVIDE A BID TO IMP MENT THE APPROVED TKD PLANS AND A BID AL ERNA E TO INSTALL THE IRRIGATION SYSTEM - 4°°cT;i ----- �°G U m USING EXISTING TKD WATER ETER AT STA 22+80 (UPSIZED) MAINLINE CONTR LLER DRIP EQUIPMENT DETAILS A6 EALM A7 J < SPECIFICATIONS, AND STR T SLEEVING FOR THE CONCEPTUAL PLANT LAYOUT SOWN 9 N THIS PLAN. 9 1" 4 PALMS 1" 10 IN \ \ e \ \ 8.,�\ e \ \ e \ \ \ \ \ „, \ ♦ e \ \ \ \ \ ° \ \ e \ \ \ \ \ \ \ \ e \ \ \ \ \ \ e \ e \ \ \ \ \ \ \ a a \ e e e e \ ♦ IN . _y e 1 0 �a.__.......__i \ . 4 a- 1 t3� —` —\ °e�--°e 16* —'N'e —'r."'_.-Ne \,e�'e �- �- °k °J 8-W \\— \� \ \ \ \ a �e ° 1 \ e \ \ \ a \\ o\ e °\ °\ \ \ \ .-.- .V E \AD- .� \��y- \-- -\-- '-gym im _`.�e�"__']C� i'\ ;—__�\ \ �m e \ a e \ \ ♦ \ m e- >LC CYC_ /FLJU P4yJt� ♦ \ e ♦ \ ♦ m m \ \ ♦ �\ e ���� m \ '\ \ \ \ \ \ \ \ \ ♦ \ \ 1.5" \ \\e \\ °\\ A�COIt1DA\F T�7ldNll \ \°\\ \° \° \ \\ \° \° \° \ \° \° \° \°®\ \° \° \° \° \° 15A\° \\ \\ \\ \\ \\ e\ \\ \\ \\ \\ \\ \\ e\ \\ m e\ \\ \\ \\ \\ \ e\ e\ \\ \\ \\ \ \\ f \ \ \ m \ \ m e \ \ \ \ m mN. \ \ m e e m \ C`}�j N, IN I c c -•..r---- \ . \ \ \ a \ \ e \, o \ \ e \ e \ e \ e a \ \ \ ♦ \ e \ m e m e m ° • e e e ~° _�^� °\ °\ \� e ♦ \ N. e e \ UJI e ♦ ,� � - \ e \ \ \ \ \ \ w \ \ ♦ e \ \ \ \ \ \ \ \ \ \ \ \ \ e \ ♦ e \ \ \ \ \ ® \ a \ \ \ \ \ e \ \ \ \ \ \ \ e e \ \ \ \ \ \ ♦ \ \ N. \ \ eN. ♦ \ \ \ \ e \ e \ \ e \ \ \ \ \ \ e a \ \ �\ \ \ \ a \ e \ \ \ e e \ e e e \ \ \ \ e \ \ ♦ e e \ \ \ \ \ e e \ \ \ \ \ \ \ \ \ \ e e \ \ e \zft� \ \\ \\ \\ e\ e\ \ \\ \\ \\ \\ \\ \\ \\ \\ Vj N. \\ \\ T \ ♦ a \ e \ \ \ e \ \ ♦\ am e \ \ e e \ e e \ ♦ \ e e e \ \ \ a \ \ \ e \ \ \ e \ \ e \ \ \ \ e \ \ \ \ ° \ \ o . < T e \ \ \ \ \\ \\ \ T \ \ . T \ \ \ \\ \ \ \ \ \ e \ \ °\ \ \ \ \ \ e \ \ \ \ \ \ e a \ \ \ a \ T \ \ ♦ e \ \ \ \ \ CC a o o e \ o e \ e \ e \ e e \ \ \ \ \ e \ • -0---�0®0 e 0 0 �Q-00— \ .! a \ e e \ V \ _ \ \ - - -- -\ -- m -- \ ---\ .__° ._` _` ` _-_-_` - - I \ \ \ m0 \ \ \ ♦ \ \ e e e e \ m m e ♦ m ° e \ \ \ 1° \1 " TO AC� MO�.�1 \ e ♦ .h t .•_1- e \ e W CL \ \ \ ♦ e \ \\ \ a\ \ \� e e\ e \ ♦ m \ \ ..�. \ e \ a \ ♦ \ w \ e ♦ \ \ \ \ \ \ C \ \ \ ♦ \ \ \ \ \ \ \ 1e�.�,�+ a gyp/ [ j p a \ ♦ ♦ -t-----\-----'r`_. \ \ \ e e e \ \ e e e m e e \ ♦ ♦ \ \ \ m m ♦ \ \ m \ J \\\ \ e°e \°\ \°\ °'m r'1�GHEIR\ FL6 � We \\\ \\\ ee\ ♦ \\ •e\ ern mm\ \mm °\\ s\m °m m\\ m\T m m\\ �'\\\ \mm \\ \°\ \ m \\ \ \m \ \\ \ m\ °m mm \ °m \ °m e °\ \ A13E�IT1�IVAL`P\LAI�`TING.\\ 01 \°\ \ '°\ \°\ \ \°\ \°\ \ \°\ \°\ \°. \ \°\ \\\ `'♦ \°\ \°\ e°\ \°e m\, T T e \ \ \ e e \ e e \ \ \ \ \ \ \ ♦ \ \ \ \ \ e \ \ \ \ e \ \ \ \ \ \ . \ \ \ \ \ e \ T T \ °\ °\ °\ °e °\ ° °\ °\ °\ AO \\ e \\ \\ \\ \\ e\ e\ ♦\ \\ \\ e\ \ ♦ \ \ \ \ \ ♦ \ \ ♦ ♦ e \ \ \ \ \ > \ \ \ \ \ \ ♦ \ \ e \ ♦ \\ \ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ . \ e \ \ \ \ _ e \ e \ \ \ e m e \ \ e m ♦ e e \ \ w e e \ \ \ ♦ \ \ \ e \ \ \ \ \ e \ \ e \,. \. . ..-. . .. � �. ..- �.. .. . � . .. _ -e,, \. ♦ ♦ F. _ \ \ ...\..... \. ti.:. :\... \.. \ 1. :\; \:. \ ! 1 \ ,.\.. \ \... \.. \:.. . . ♦ I.;. . ...< .. ,:c.,.. .�._. . .�.. �.. �. �..,. �,. f W AUG 2 µ �C5 "� i+UTM QF P11L,h OEGF Buc tt�c;H cEn J i i 1 — ` i '�► 0 POINT OF CONNECTION Uj I- - - - -� r- - - - - - - - - -I _ __ I INSTALLED I I INSTALLED BY CONTRACTOR - i I BY CVWD l I 1.5" 1.5" 1.25" 2"............. I - - - - -I L-- - - - - - - - -� LJ i ' REFER TO SHEET L-1.07 THROUGH L-1,12 FOR IRRIGATION NOTES, i �. �_ c� M LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. 'VA` �arlwalls—on erM A��:�ra7e�■lp�p���� �® �laa ■ ■■�11i8.� ®-. wr s� ■■ ■.■■■■■■■■■■�■■I■®■■■■■■■■� — !�a®s■w■®s■■'mom ■■■■■■■ .., gees 2 :■■■®■■■■■ ■■a■ 1aaa0aa®■ _ — —_..._ " PIPING,VALVE ARE DIAGRAMMATIC AND APPROXIMATE ALL PLANS T — -`- _ 2 BOXES,BACKFLOW PR ENTERS,IRRIGAT ION EQUIPMENT,ETC. M SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE c� Date V BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL F1 FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM 1" g > COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR L.j IRRIGATION IN MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED COOK ST. MEDIAN PLAN Go OTHER HARDSCAPES/STRUCTURES. 7— (WITH WATER METER AT STA 22+80) PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. THE APPROVED PLAN SHALL BECOOK STREET � 1 VERIFIED WITH SPENCER KNIGHT AND DIANE HOLLINGER AT THE CITY OF PALM DESERT (760)346-061 1. CONTRACTOR -- - 4"c ___ 4'°c -SHALL PROVfI9E Ar--B+D-T@ !MPL'EMENT13 THE--A-Pf'ROVVED-3" PLANS-AND -A-B,v-A�T-ERNATE -TO-4N-STA-LL-'-T4E IRR4GATl0'N-S-Y T-€'t+�4••-----•-- 4% ___ 4°.c --_ a'c _ 4"c ___ 4% 4° SHEET 9T CONTENTS: PIPE SIZE LEGEND S USING EXISTING TKD WATER METER AT STA 22+80, (UPSIZED) MAINLINE, CONTROLLER, DRIP EQUIPMENT, DETAILS, M I 10 N SPECIFICATIONS, AND STREET SLEEVING FOR THE CONCEPTUAL PLANT LAYOUT SHOWN ON THIS PLAN. _ _. _ 34 A . ..-,rr .. .Y.. , .. ::. .. .... ... ._. , s ,,.,: v.t,,, ..x .. •x ,.« \- ..... ,!..: a i,F- \:...: .,\;..« ..° \... .{.. :..� ...(. , rVm%L A NE tv�.., c!\,^. r� .-\s 'v 44., \>:,:. �,..,. \\ 18° \ \ \ \ e \ \ \t8'> \ .�C -� 18°°,p \ \ \ \ \ a 18' t4 \ \ \ \ \ \ \ \ f8'°�j a \ \ \ ♦ \ \ ♦ \ ,° \ \ \ \ \ \ \ \ .\ 18 \\ \\ 1A °\ m\ °e e\ °\ °\ °\ °\ °\ \ \ ♦ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ \ e \ \ \ \ e \ e e \ ♦ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ N. \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . \ \ \ \ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ e e \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ e\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ e\ \\ m\ \\ e\ e\ \\ \\ \\ \ \ m��w� 1.5 \ \ \ \ \ a \ ice_ " I.N N. \ \ \ e \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ °\ °\ °\ °\ °\ °\ °e \\ °e °\ °\ °\ °\ °\ °\ °\ °e °\ °\ °\ °e \\ °\ °\ °\ °\ ° \ ° rya -0=•� Ow— \ e\ \\ \\ N. \\ \\ \\ \\ \\ a \ \ _ \ \ \ \ \ \ \ ♦ e \ \ e e \ ♦ \ \ e \ \ \ \ \♦ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ e \ \ „ir ♦ �i \ m ♦ \ \ ° a a \ ♦ \ \ \ e \ \ 1 1/2" ♦ \ \ \ \ ----� -----y------- ------- ------- -------\"l_-------�'ti-------\---------------- ---------------_-\------"�-------�--------- ------^c-------�-------t-------- ---__--_ Z---�_.----°•�,-____mac--_._. _.—� a\ \\ \ /\�'-'-\ \ \ \ Cm__ mm \\ \\ \\ e\ \\ ♦\ e ♦ \ e \ ♦ - \ \ e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ! \ \ \ \ N. \ \ ♦ \ \ \ \ \ \ \ \ \ m \ \ e \ \ \ \ \ e \ \ \ e ° \ \ \ \ \ \ \ ♦ e \ \ \ \ \ \ \ \ e \ e \ - \ \ \ \ \ e \ e \ \ e \ \ \ \ e \ \ \ \ e \ \ \ \ \ e \ \ ♦ \ \ \ ♦ e \ a \ \ \ \ \ e e \ e \ \ e \ \ \ \ \ ♦ e \ \ \ e\ - `- --� - \ ---------------� ----- '------ - ->--------+--------*-------`------- -------- ------'-------�-------`-- -- ' - -\ ----' -_' --- - - \ \ e e m m \ T \ \ m e e m e m \ q" -y - \ o \ \ C 7 -- C C C C C \ e a \ \ \ e o ♦ \ e e \ \ \-'- - e \ T \ o \ e \ \ \ \ e \ e \ e e \ \ 2'112 IN \ \ \ T , \ \ \ \ N. \ \ e . \ r \ \ \ \ e e \ \ \ \ \ \ e \ \ \ \ \ e \ \ \ \ \ \ \ \ \ \ \ a \ \ \ \ e \ \ e \ \ \ \ \ \ \ e \ \ \ ♦ \ \ \ \ ♦ \ ♦ \ \ \ °\ ° \ \ \ \ \\ \\ \ \ °\ ° ♦ °\ \\ ° e e °o \ \\ °\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ e \ \ \ \ \ e \ \ \ \ \ \ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ \ e \ \ \ \ \ \ \ \ \ e o e e \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ ♦ e \ ♦ \ \ \ ♦ \ \ \ \ \ \ \ _ _ \ \ \ SLEEVE LEGEND \ e e \ \ \ e \ \ \ \ \ e \ e \ \ \ \ e \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ Revisions. \ e \ \ \ e \ a a \ \ \ \ \ e \ o \ ; a \ ♦ \ \ \ \ \ \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ ♦ \ \ \ e \ \ \ \ \ \� \ ♦ \ e \ \ \ \ \ \ \ \ e \ \ \ \ \ \ e \ \ \ \ \ \ e \ \ \ e I \ ♦ \ e \ ♦ \ \ \ \ \ \, \ \, .! ,: \. No. Rev.,.\, ,:,�. , ;,\ st®n Descri ton,, A 1 4" SCH. 40 SLEEVE 12"S 12°°S 1z°°S 12"S 12 S — _ _ 12"S BID SET 10 24 05 © (2) 4" SCH. 40 SLEEVE ® BID SET 03 14 06 © (1) 2" SCH. 40 SLEEVE ® BID SET 05 23 06 UD (2) 2" SCH. 40 SLEEVE \ (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL k� ACCOMPANY EVERY MAINLINE CROSSING. Date � - These plans have been reviewed*by the Coachella Valley Water District in accordance with 1 0—`2 4"—0 5 � Water Cade Title 7, Dft�ron 1, Chapter 3,Article 10.8, Secttt�rt 65597 et seq. requidng Drawn By: PM r efficient landscape and irrigation design in cooperation with local governing agency(City or a County), CheckedR G �r *Approval of this drawing by CVWD Staff does not constitute approval to encroach into F —, district and USBR Rights-of-Way, Trees, plants,walls and permanent structures of any kind Job u: 03-117 F ` r 5 may not be planted or installed in CVWD and USBR easements or right-of--way without first Plot ®rZte� 0 5—2 3--0 6 y_ - _ -- r- - - obtaining an encroachment permit from CVWD. " Plan Set F KEY PLAN—NOT TO SCALEIL VP 0 10 20 40 Date �e - Water Management Supervisor 2 f? f 9! ULI SCALE: = -- Development Services Supervisor SHEET 5 OF 24 C EQUIPMENT LEGEND land arc + west 0 1"WATER METER-LOCATION (INSTALLED BY CVWD) NIBCO T-585-70 FULL PORT BRONZE BALL VALVE-LOCATE AT EACH VALVE GROUPING 0 -TO BE LINE SIZE ��- 3901 westerly pi. suite 111 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) neWpon beach,ca 92660 LIC.No.4340 �. `,•�- tel: (949)224-0040 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax:(949)224-004 ', 1.5"MASTER CONTROL VALVE-RAINBIRD GB-BRASS 19 --- __ — T �•„ ® FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE - CONSULTANT 00 G3 1" s Q QUICK COUPLING VALVE -RAINBIRD 3RC 1" 11 �„•■ .'''''' f — ®® RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT " 1 Tcp T � ■s■��' ® - RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE A ■ •� '' RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL 1521S) � E T T " ---. W'� — ry DRIP VALVE ASSEMBLY-SENNINGER REGULATOR/AMID 1-0713/4"Y-FILTER '�, ■..■■■■■■■■.■■■. ■ ■�■■■■■.■■■ ■,� ■■■�.■■ � WATER CONCERN, LTD RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL:1521S) LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNIRY RD,ORANGE CA 92868 ® r Q SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING ?4j 835-2068 (714)835.2168 FAX ®♦♦ _ _ �` �., T TREE BUBBLER-RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND �,�♦ J — Q AND DETAIL FOR TYPE AND QUANTITY 0 & N CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH --- ZA GCOMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN LL CONTROLLER-LEIT 4000 SERIES 35" MOUNTING POLE USE LEMA 1521 S ACTUATORS FOR a I — / \ EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 24" N WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24" WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9 LO 0 WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION- " '��'I ON BURY 9 ,.� T LO SLEEVE -SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL CV) z Q WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE Z I (/) LL W i WW _. ....t O p > 0 W Q. u. { DENOTES VALVE STATION NUMBER 0 i I I DENOTES FLOW Q I DENOTES VALVE SIZE V { .J c / IZ W W T < l uJ { A. w T I Uj 01 OC Ni I � Uj ! ; ! __ V W D I 1G 3 I G1 Uj in 4 RECI:r"i .1F-n { I j i AUG 2 4 "^�5 I I CITY vt �h�,.t QESEF+i NUSUC 1►{CHh; T I I I REFER TO SHEET L-1.07 THROUGH L-1.12 FOR IRRIGATION NOTES, LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. ZAL I PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE I BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. M-3"7 I SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION 6 EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE BOXES IN SHRUB AREAS ONLY,THE IRRIGATION CONTRACTOR SHALL l� I FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM T COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR I I� .: ,. OTHER HARDSCAPES/STRUCTURES. 1 I PIPE SIZE LEGEND SHEET CONTENTS, , k IRRIGATION "� 3/4► " PLAN 2" ♦♦♦♦. ! IE 2-1/2" • SLEEVE LEGEND Revisions: (1) 4" SCH. 40 SLEEVE No. Revision Description: BID SET 10 24 05 © (2) 4" SCH. 40 SLEEVE ® BID SET 03 14 06 M --- C (1) 2" SCH. 40 SLEEVE ® BID SET 05 23 O6 O (� © (2) 2" SCH. 40 SLEEVE _ ® (3) 2" SCH. 40 SLEEVE M (1) 2" SLEEVE FOR VALVE WIRES SHALL M ACCOMPANY EVERY MAINLINE CROSSING. � LIL 001� STREET. ,,,'.. , Date Ir - ---- ,8°° - = 1 -2 4---0 5 m m These plans have been reviewed*by the Coachella Valley Water District in accordance with 0 >� Water Cow Title-7, Divisian 1, Chanter 3,ArbcJe 10.8, Senora 65597 et S regllllarlg Drawn Y: PM efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: RO # *Approval of this drawing by CVWD Staff does not constitute approval to encroach into � A ® f district and USSR Rights-of-Way. Trees,plants,walls and permanent structures of any kind Job u" 03-1170 -----�; a T -� U4 ram;, r =� =- may not be planted or installed in CVWD and USSR easements or right-of-way without first •�— is" = r � obtaining an encroachment permit from CVWD. Plot Date; 05-23-06 _ Plan Set- F N KEY PLAN—NOT TO SCALE Date 0 10 20 40 U.Water Management Supervisor Ar C . .� :2 99 _ ! !9 SCALE: 1 --2 0 —0 Development Services Supervisor SHEET 6 OF 24 EQUIPMENT LEGEND 1"WATER METER-LOCATION (INSTALLED BY CVWD) land (are + west NIBCO T-585-70 FULL PORT BRONZE BALL VALVE-LOCATE AT EACH VALVE GROUPING -TO BE LINE SIZE 3901 westerly pl. suite 111 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) newport beach,ca 92660 LIC.No.4340 1.5"WATTS 25AUB-HP PRESSURE REGULATOR SEE PRESSURE CALCULATION FOR SETTING tel:((949224-004 (SEE ) fax:(949)224-0044 1.5" MASTER CONTROL VALVE- RAINBIRD GB-BRASS FLOW SENSOR- DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE QUICK COUPLING VALVE-RAINBIRD 3RC CONSULTANT RAINBIRD XCZ-100-13-COM DRIP CONTROL ZONE KIT "' (� RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE ' RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR-MODEL 1521 S) DRIP VALVE ASSEMBLY-SENNINGER REGULATOR/AMID 1-071 3/4"Y-FILTER eN WATER CONCERN, LT RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL:1521 S) LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRY RD,ORANGE, CA 92868 O " s (714)83 "68 (714)833-2168 FAX " y SPEARS 3/4 BALL VALVE AND 2 OF SALCO PVC TUBING FOR MANUAL FLUSHING z Q TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY `�. A 0 & G N CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH c ®® COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN ®® ' ® CONTROLLER-LEIT 4000 SERIES (35" MOUNTING POLE). USE LEMA 1521S ACTUATORS FOR EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 24" T ®®'® WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24" �♦•''' ° WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9" >Mn (, WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" LO ♦®®'® s "''� T ♦® SLEEVE-SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL 1� if) Z WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE (0 Ap AF% # W z WW Vj q2E COE ♦® i DENOTES VALVE STATION NUMBER 0 > W CL U. DENOTES FLOW V 0 J /� ♦♦®,', s ' DENOTES VALVE SIZE T ®♦® / cic ., ♦®'® CL F— W W -Ad 2 W C) U) s / ®♦ / . . W Vj W ♦®®♦ J ♦ G5 ®♦® CL T J 0) Vj V" 12 V./ Z % > z f,. ✓ ♦,�'' , POINT OF CONNECTION Uj ` ®♦®®®® ✓ / 1 f— — — — — — — — — ---1 7: INSTALLED ( INSTALLED BY CONTRACTOR ♦ / I BY CVWD l 1.5" 1.5" 125" 2" ► ® ,✓ � I M ♦®♦®♦ REFER TO SHEET L-1.07 THROUGH L-1.12 FOR IRRIGATION NOTES, ®'�®s®• LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. io-8i-p7 T r♦♦rr♦ ' SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION ®rrrs ✓ ' EQUIPMENT SHALL BE LOCATED IN HARDSCAPE.LOCATE VALVE A♦♦�' /r s "� BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL '� r®'�♦ FLUSH AND ADJUST ALL DRIP EMITTERS AND VALVES FOR OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS,WALLS,OR CIA<-` T ®®®•rr�®® / r '; OTHER HARDSCAPES/STRUCTURES. r�® � PIPE SIZE LEGEND SHEET CONTENTS. ® SEE POINT OF CONNECTION �� PLAN rA ®r 3/4" NOTE FOR EQUIPMENT. ®®®r J �'' 1" rr 1"WATER METER AND 1" / R.P.B.F.INSTALLED BY C.V.W.D. I I l 1-1/4" , nn 1-1/2" 2-1/2" /l SLEEVE LEGEND Revisions-. '� OA (1) 4'° SCH. 40 SLEEVE o. Revision Description: BID SET 10 24 OS (2) 4" SCH, 40 SLEEVE A BID SET 03 14 06 (1) 2" SCH. 40 SLEEVE ® BID SET 05 23 06 f © (2) 2" SCH. 40 SLEEVE A11133 2 4 UM QE (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. Lim 0) ® These plans have been reviewed*by the Coachella Valley Water District in accordance with Date. 10-24-05 Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring Drawn By: PM efficient landscape and irrigation design in cooperation with local governing agency(City or County). C�h R G , ' . *Approval of this drawing by CVWD Staff does not constitute approval to encroach into r district and USBR Fights-of-Way. Trees,plants,walls and permanent structures of any kind Job 03-1170 [" may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date.- 0 5—2 3—0 6 h c e m obtaining an encroachment permit from CVWD. COOK S Plan Sets F t KEY PLAN-NOT TO SCALE 3 0 10 20 40 Date Water Management Supervisor — 0 s u Ub " SHEET 7 OF_' 2.4 �a SCALE: 1 =2 0 '-0 Development Services Supervisor t land (are + west 3901 westerly pl. suite 111 newport beach,ca 92660 70 LIC.No.4340 tel:(949)224-0040 fax:(949)224-0044 r� y CONSULTANT 1 1 ti �^ "e �as�- .� ►. t s t 7 1 t,�r���::f"x�,s`.,`3i'., e`,,, .sc-`*,�.,.z,.,,-:air:m.:•,, (� WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING A .'' � 932 TOWN AND COUNTRY RD,ORANGE, CA 92868 ,� / ♦s�'��f�s�e�®���y� �' (714)835-2068 (714)835.2168 FAX � T Lo LL r V 1' 12 .♦♦♦ jar /r a'� ,,.� �``-�. E �. ,' •-� ---_.. �'"' ♦• jrrr � �,` �`�. -.,,. � � ' .�..� o �® LO Lu W 0) --L® Vj W 0 U) W W —j 0 eT LL, > v ` T ♦� / ♦ J J♦ ,,`r jrr -- -- _ _ _ � �. 1® 0 W EQUIPMENT LEGEND tt% W 0) vo; X T ♦ jrr / —� ♦®♦ /r r rjr M 1"WATER METER- LOCATION (INSTALLED BY CVWD) ♦ ®♦♦ f jrrr r NIBCO T-585-70 FULL PORT BRONZE BALL VALVE- LOCATE AT EACH VALVE GROUPING -TO BE LINE SIZE , j ®®♦ jrrr 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) a jrrr, j' r 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) ♦• v,r r/ ♦®•�♦ r/ ��/ (D 1.5" MASTER CONTROL VALVE - RAINBIRD GB-BRASS ♦ / I FLOW SENSOR- DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE QUICK COUPLING VALVE - RAINBIRD 3RC .� REFER TO SHEET L-1.07 THROUGH L-1.12 FOR IRRIGATION NOTES, LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. G> w•� �.� RAINSIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT ♦♦• r /' RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE -- • BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. 10-3+-07 ♦ / SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL 1521 S) EQUIPMENT SHALL BE LOCATED IN HANDSCAPE.LOCATE VALVE � C3 r DRIP VALVE ASSEMBLY-SENNINGER REGULATOR/AMID 1-071 3/4"Y-FILTER BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALLFLUSH AND ADJUST ALL DRIP ,' COVERAGE WITH NO OV RSPRA ONTO WALKS,STREETS,WALLS,OR EMITTERS CA1-� `� T / RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL:1521 S) OTHER GE WITH NO /STRUCTURES. e ♦®� // ® SPEARS 3/4 BALL VALVE AND 2 OF SALCO PVC TUBING FOR MANUAL FLUSHING SHEET CONTENTS: ® r r f 0 TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE -SEE TREE LEGEND IRRIGsATION PIPE SIZE LEGEND + / AND DETAIL FOR TYPE AND QUANTITY ♦ ® r.:�d 3/4PLAN ♦ 'n= N & N CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH 1" ♦ A / v \ COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN ♦♦� / �I I 1-114" ®®�♦ /' CONTROLLER- LEIT 4000 SERIES (35" MOUNTING POLE). USE LEMA 15215 ACTUATORS FOR z �► J EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 24" 2-1/2" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24" WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" SLEEVE LEGEND Revisions: ° WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" UA (1) 4 SCH. 40 SLEEVE No. Revision Description: BID SET 10 24 05 SLEEVE -SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL © (2) 4" SCH. 40 SLEEVE A BID SET 03 14 06 j WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE 0 (1) 2" SCH. 40 SLEEVE ® BID SET 05 23 06 0� REC€"I D 2 SLEEVE Q O 2" SCH 40 SEVE Al IG 2. 4 205C5 ® (3) 2" SCH, 40 SLEEVE DENOTES VALVE STATION NUMBER "a` ' �"' 12E'��" (1) 2" SLEEVE FOR VALVE WIRES SHALL � DENOTES FLOW ACCOMPANY EVERY MAINLINE CROSSING. DENOTES VALVE SIZE €* Date: - These plans have been reviewed*by the Coachella Valley Water District in accordance with 10—2 4—0 5 - Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. regtrrrtrrg Drawn By.- PM q efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: RC, _ *Approval of this drawing b CVWD Staff does not constitute approval to encroach into S APp g y pP � district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Job m 03®1170 w - — � may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date: 05-23-06 , e; I — ` obtaining an encroachment permit from CVWD. Plan Set: F KEY PLAN—NOT TO SCALEIL 0 10 20 40 Date, Water Management Supervisor , � �s SCALE: 1 " =20' -095 Development services supervisor SHEET 8 OF 24 `� EQUIPMENT NOTES GENERAL IRRIGATION NOTES TO LEGEND 1. Al main line and lateral line piping and control wires under paving shall be installed in separate sleeves. Main and lateral LANDSCAPE CONTRACTOR landCarc + line sleeves shall be a minimum of twice (2x)the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient 0 WATER METER(SIZE PER PLAN)-LOCATION (INSTALLED BY CVWD) size for the required number of wires under paving. " � q 1. The irrigation contractor shall obtain a copy of the latest edition of the Coachella Valley Water District General Landscaping Guidelines NIBCO T-585-70 FULL PORT BRONZE BALL VALVE-LOCATE AT EACH VALVE GROUPING 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller pipe sizes shall be permitted,but and Irrigation System Design Criteria". These rules and regulations are incorporated into and made a part of the irrigation specifications,and substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of their provisions shall be carried out by the contractor. -TO BE LINE SIZE 3901 westerly pl. suite 111 i said rejection. 2. Not Applicable. 1"REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) newport beach,ca 92660 uc. No.4340 -3. Install all piping between the point of connection and the basket strainer or the R.P.Backflow preventor as per local codes, 3. Anything contained in the irrigation specifications shall not be construed to conflict with any of the Rules and Regulations or requirements of the ter: (gas)224-0040 4. Final location of the automatic controller and basket strainer or the R.P. Backflow shall be approved by the developer and same. Irrigation specifications and drawings call for described materials and workmanship,however alternative material and special identification 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax: (949)224-0044 the landscape irrigation designer prior to installation. may be used when approved. 5. 117 vac electrical power source at controller location shall be provided by the developer. The irrigation contractor shall 4. The irrigation Plan is diagrammatic. All irrigation equipment shown within paved areas is for design clarification only and shall be installed in ® 1.5"MASTER CONTROL VALVE -RAINBIRD GB-BRASS make the final connection from the electrical source to the controller. planting areas only. 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 5. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions,grade differences or FLOW SENSOR- DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SiZE 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray onto differences in the area dimensions exist. Such obstructions or differences should be notified. In the event this notification is not performed,the walks,streets,walls,etc. irrigation contractor shall assume full responsibility for any revisions necessary. CONSULTANT 8. This design is diagrammatic. Al piping,valves,etc., shown within paved areas is for design clarification only and shall be 6. The sprinkler system design is based on the minimum operating pressure and the maxima flow demand shown on the irrigationdrawings at QUICK COUPLING VALVE -RAINBIRD 3RC installed in planting areas wherever possible. each point of connection. The irrigation contractor shall verify water pressure prior to construction. Report any difference between the water P 9. It is the responsibility of the irrigation contractor to become familiar with all grade differences,location of walls,retaining pressure indicated on the drawings and the actual pressure reading at the irrigation point of connection. In the event pressure differences are not RAINBIRD XCZ-100-B-COM DRI CONTROL ZONE KIT walls,structures and utilities. The irrigation contractor shall repair or replace all items damaged by their work. Work shall be reported prior to the start of construction,the irrigation contractor shall assume full responsibility for any revisions necessary. :t coordinated with other contractors for the location and installation of pipe sleeves through wall,under roadways and paving, 7. Automatic controllers shall be of the size and type indicated on the plans and installed where shown. Control wires shall be sleeved in electrical RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SiZE etc. conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to RAINBIRD GB REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR- MODEL 1 1 r ( S MO E 52 S)10. The sprinkler system design is based on a minimum operating pressure as shown on the respective point of connection make the final hook-up from the electrical outlet to the automatic controller. notes. Contractor shall verify water pressures prior to construction. Report any differences between the water pressure DRIP VALVE ASSEMBLY-SENNINGER REGULATOR I AMID 1-0713/4"Y-FILTER 8. All controller wire shall be AWG-UF direct burial type,and all splices and connections shall be made with pentite connectors or approved equal. WATER CONCERN, LTD indicated on the drawings and the actual pressure reading at the irrigation point of connection to the owner's authorized Each valve on a controller shall have a separate wire color. All wire shall be installed with two feet of extra wire coiled at the end of each wire run. RAINBIRD GB (REPLACE SOLENOID WITH LEIT LEMA 1500 SERIES ACTUATOR-MODEL:1521 S) LANDSCAPE IRRIGATION CONSULTING representative. 9. Not Applicable. 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 11. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown 10. Irrigation equipment,including backflow prevention device,shall be installed at the approximate location indicated on the Plan and approved " (714)835-2068 (714)835-2168 FAX obstructions,grade differences or differences in the area dimensions exist that might not have been considered in the prior to installation. Installation shall conform to all codes,regulations and manufacturers'specifications. O SPEARS 3/4 BALL VALVE AND 2 OF SALCO PVC TUBING FOR MANUAL FLUSHING engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. In 11. All valves(remote control,ball valve,quick coupler)shall be installed in a precast valve box with Tan locking lid(manufactured by Brooks, the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary. � TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND Cristy or equal). The lids shall be embossed with 2-inch high initials designating the contents of the valve box(i.e., RVC,BV,QCV,etc.). AND DETAIL FOR TYPE AND QUANTITY 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturees recommendations and 12. All mainline, lateral lines and irrigation wire shall be installed in SCH 40 PVC pipe sleeving where they pass under dirt roads and paved areas. specifications. Mainlines and lateral fines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. Irrigation control wire shall be sleeved in 13. The irrigation contractor shall install kbi series adv's(anti drain valves)on all heads in areas where finish grade exceeds SCH 40 PVC pipe 1-inch diameter per ten strand direct burial wire. A n CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH Ne 4:1,where post valve shut-off draining of the irrigation head occurs or as directed by the owner's authorized representative. 13. Irrigation contractor shall guarantee the enitre irrigation system to be free of defects in workmanship and materials before final acceptance.A. z COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN 14. The contractor shall provide reduced pcs-pressure compensation screens (per attached legend)as necessary to g g g y P P All risers shall be SCH 80 PVC pipe. B. All pipe fittings shall be PVC SCH 80 except as noted in Details.C. Use Teflon to or Teflon pipe do PP PP g P Pe RP Pe EL eliminate overspray onto streets,walks or other areas as directed by the owner's authorized representative. ® CONTROLLER-LEIT 4000 SERIES 35" MOUNTING POLE). USE LEMA 1521S ACTUATORS FOR on all PVC male pipe threads on all sprinkler swing joint valves and on all riser threads. Ai ( ) 15. Shrub heads and risers may be substituted for pop-up heads in planted areas except where adjacent to high traffic areas 14. All pressure mainlines shall be buried 24 inches deep, and all non-pressure laterals 9 inches deep. Trench backfill shall be free of an material EACH VALVE CONNECTED TO LEIT CONTROLLER. SEE CONTROLLER NOTE. such as walks,curbs,turf lines, monuments, fountains,or signage. Refer to installation details. P P= P P y that may damage irrigation pipe or equipment. In the event of backfill settlement,contractor shall perform required repairs at his own cost. am Z 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected,tested and approved. ®� WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PiPE 2"AND LARGER-BURY 24" 16. Prior to backfilling irrigation trenches: All mainlines in the system shall be capped and pressure tested at 125 psi fora period WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-112"AND SMALLER-BURY 24" of six hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. [MONSOON 17. Not Applicable. >OM LO 18. Not Applicable. WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9" r 19. Not Applicable. " _■ LO 20, Not Applicable. WHITE SCH 40 PVC LATERAL LiNE FOR TREE IRRIGATION-BURY 9 �� Cc 21. Not Applicable. T Am SLEEVE -SCH 40 PVC-TO BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL i 22. When the irrigation system is completed,the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant WIRE SLEEVES TO BE 2" MI WHITE PVC -SEE SLEEVE SCHEDULE FOR SIZE ... root area. The contractor shall furnish all materials and perform all work required to correct inadequacies of coverage at his own cost. W Z Cc J 2t 0 �' W �-, �- DENOTES VALVE STATION NUMBER 0 J DENOTES FLOW Q DENOTES VALVE SIZE d Z J � W > L!J °C _ W rLLJ C A N T LLER F METE 1 CITY OF PALM DESERT LL W CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX LANDSCAPE INSPECTION SCHEDULE TOP MOUNT ENCLOSURE. MODEL NUMBER: 1. Sleeving 1 GradingJ HS16-RME12EGS I HSRSE i EV-GROUND I HSFS-100 a. Sleeve diameter, type, depth and location � ®® Q_ (BID ALTERNATE) NODE'-NUMET._. b. Soil surface drainage, elevations and trash HS1 fi-RI E 2EGi I HSRSE f EV-GR U -5/HSFS-100 (®EGF INCLUDES I®CENT L CAI `; (including Weeds & rubble) C/) W VJ NOTES: 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON VEHICULAR AND PEDESTRIAN PAVING. PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO Z. Hardscae / Boulder :Cobble CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE INSTALLATION. a. Sidewalk and wall layout (2)WARNING TAPE LINES CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION b• Utilities I®CatlOn 1 -ON TOFF SLEEVE OF CONTROLLER, MASTER VALVE AND FLOW METER INSTALLATIONS. CONTRACTOR C. Boulder a size weights and placement UJ �1 - 12"ABOVEE SLEEVE IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT p ' JINOO - 0 VEHICULAR OR PEDESTRIAN LINE TRIPE LOCATION SIZE DEPTHON INSTALLATIONS ARE RECOMMENDED AND APPROVED. •PAVING-SEE PLAN Folsom IN LANDSCAPE 0LATERAL LINE SEE LEGEND 2�� e° 24„11 Irrigation System Rough - In • FOR TYPE PRESSURE a. Trench depth and location _ 0 90%MIN. BACKFILL RELATIVE MAINLINE UNDER VEHICULAR <2"„ 30" CO T OLLE V M T b. Pipe size and class _ IIIIII III11 •COMPACTION PAVING ->2 30" C. Pressure test (125 psi for 6 hours) w I II111- m IIIII_ 6" MIN. COVER AND 2"BASE UNDER PEDESTRIAN <2-1/2"- 24" CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX ca l _ OF SAND BACKFILL PAVING =>2-1/2 2411 TOP MOUNT ENCLOSURE. _ MODEL NUMBER: 4. Plant Material (trees & shrubs) w CIO 12" MAINLINE-SEE LEGEND FOR <2-112" 9" HS16-RME12EGS i HSRSE I EV-GROUND 1 HSFS-100 w-sy-or TYPE. MAINLINE TO BE IN LANDSCAPE =>2-112" 9 a. Condition SLEEVED 2X DIAMETER OF LATERAL LINE UNDER VEHICULAR <2-1/2" 30" b. Type MAINLINE (BI ALTERNATE) MODEL U B��ER.F PAVING =>2-1/2" 30" HS16-R _E12EGI I HSRSE I -GROUND,I HSFS-100(' I'INCLUDES i-CENT L CARD) E® Placement 9 CONTROL WIRE BUNDLE IN A UNDER PEDESTRIAN <2-1/2'° 12" CAI-` SLEEVE-SEE PLAN FOR U 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR SLEEVE TYPE AND SIZE PAVING =>2-112" 12" SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON 5. Ground Cover (decomposed granite) PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SHEET CONTENTS: j INSTALLATION. a. Type IRRIGATION CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION b. Depth and spacing j OF CONTROLLER, MASTER VALVE AND FLOW METER INSTALLATIONS, CONTRACTOR C. Compaction N 0 T E SAND PIPES UNDER PAVING IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT INSTALLATIONS ARE RECOMMENDED AND APPROVED. L E G 6. Final E N UZ115 a. Irrigation: , �♦ WHEN MORE THAN ONE GROUP OF SLEEVES EXISTS, LOCATE AT CO TR LLER 'S METER A i.) valves, boxes and Wiring III III I(I I - SAME LEVEL SiDE BY SIDE. NO SLEEVE SHALL BE LAYED ON li.) Controller operation and schedule I- - 1 = CONTROLLER TO BE A LEiT 4000 STANDARD SERIES SOLAR POWERED, iii. Sprinkler, bubbler and/or drip emitter e IIIIII_ TOP OF ONE ANOTHER. „ ) p r p tyyp : � 66 _IIIIII INSTALLED ON 35 MOUNTING COLUMN. ( Revisions: T _ _ flow rate and quantity per plant. Do-is,nn Description: -_ ►� � -IIIII! MODEL NUMBER: rs®. __ IIIIII- I I LEIT 4004-4 STATIONS iv.) Overall operation BID sE I r 24 00 011111 I I 1111I= _ LOCATION OF CONTROLLER SHALL BE SHOWN ON PLANS AND SHALL V.) As built ® BID SET 03 14 06 l- - -QJ =IIIIII BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. b. Tree staking ® BID SET 05 23 06 `IIIIII CONTRACTOR TO ORDER LEIT KEY WITH CONTROLLER FOR PROGRAMMING. C. Overall MULTIPLE PIPES UNDER PAVING PRIOR TO ANY IRRIGATION CONSTRUCTION THE CONTRACTOR SHALL TEST THE STATIC WATER F" PRESSURE AT ALL WATER METER LOCATIONS AND REPORT ALL TEST RESULTS TO THE CP DEVELOPER,THE LANDSCAPE ARCHITECT,AND IRRIGATION DESIGNER. Date: 10-24-05 These plans have been rec4ewed"by the Coachetta Valley Water Disfirrct in accordance with Drawn BY: PM � R F_r-r"{:' Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design in cooperation with local governing agency(City or Checked-- R G County). j *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Job u. 03-1170 i �ccaFIT district and USSR Rights-of-Way. Trees,plants,walls and permanent structures of any kind ' Plot Date: 05-2 -0 6 may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Plan Sep: F Date Water Management Supervisor ■ Z Development Services Supervisor SHEET 9 OF 24 C i SENSOR TEE land arc + west *TAN ,BOLT LOCKING PLASTIC 10" BOLT LOCKING TAN TAN, BOLT LOCKING RECTANGULAR 0 FLOW SENSOR WIRES-#14 AWG BLACK 1/2" IN TURF CIRCULAR VALVE BOX-MARKED"BV" PLASTIC CIRCULAR VALVE BOX- VALVE BOX MARK'RCV AND RED FINISH 1" IN SHRUB WITH EXTENSIONS AS NECESSARY CARBON 910-313 (HEAT BRAND FINISHED 112" IN TURF T.CHRISTY YELLOW 0 #14 BLACK AND RED WIRE-MAX 2000' GRADE "PRF') GRADE 11" IN SHRUBS STATION#TAG DISTANCE 3901 westerly pl. suite 111 1 PVC CONDUIT TO CONTROLLER(EPDXY ALL newpon beach,ca.92660 Ilill—==101 ADJUST PRESSURE SETTING PER UC.No.4M FULL PORT BRASS BALL VALVE, ENDPOINTS TO WATERPROOF) SEE LEGEND FOR TYPE FINISH POINT OF CONNECTION NOTE 24"LONG EXPANSION COIL tell:(949)224-W40 SUB MAINLINE-TO AUTOMATIC CONTROL VALVES fax:(9Q)224-0044 GRADE N-V SCOTCH LOC WIRE MIN. 15 X 35 3"LONG SCH, 80 NIPPLE 0111111 #14 GA. CONTROL PRESSURE REGULATOR-SEE CONNECTORS(OR EQUAL) -III IIIIIIPIPE DIA. PIPE DIA. M LEGEND AUTOMATIC CONTROL LATERAL WIRES(TO CONTROLLER) VALVE-SEE PLAN FOR TYPE BRASS PIPE FROM R.P.B.F.TO FLOW eMASTER CONTROL <= SCH. 80 THREAD ONE END SCH. 80 PVC THREAD ONE END INLET OF MASTER VALVE TE-1 I I NS] VALVE FLOW EIII 1 2" MIN. /4"CRUS D li-12" IN I I CONSULTANT (T.O.E.) NIPPLE-TWO REQD NIPPLE (T.O.E.)TWO REQUIRED SCH.80 NIPPLE HEAT BRAND"FS" HEAT BRAND"MCV" VALVE BOXES 12"MIN. DEPTH OF 3/4"CRUSHED WITH HEAT arc + we TMIN- 15) PIPE DIA OW S _DN Jill 8"COMMON BRICK BRANDED GRAVEL BRICK STABILIZER (FOUR MAINLINE FROM R.P. BACKFLOW DEVICE 11� PORT-4 REQUIRED UP BRICK STABILIZER-4 REQUIRED REQUIRED) LETTERS COMPACTED SUB-GRADE COMPACTED SUB-GRADE PRESSURE MAINLINE 12" MIN. DEPTH OF 3/4"CRUSHED NOTE: MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR TEE BETWEEN GRAVEL MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE SHOWN ABOVE. WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSULTING 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 (714)835-2068 (714)835-219 hU FULL PORT BALL VALVE PRESSURE REGULATOR MASTER VALVE MASTER VALVE/FLOW SENSOR LL < z PVC SCH 40 ELL PVC SCH 80 NIPPLE 30" LONG EXPANSION COIL _1" IN TURF 1-1/2" IN SHRUB TAN, BOLT LOCKING RECTANGULAR LO TAN, BOLT LOCKING PLASTIC CIRCULAR WATER PROOF WIRE CONNECTORS T VALVE BOX MARK TV' —1/2"IN TURF VALVE BOX - CARBON 910 HEAT BRANDED 11QCV" TAN , BOLT LOCKING PLASTIC LO 1"IN SHRUB 2e AUTOMATIC CONTROLLER STAINLESS STEEL A0 FINISH GRADE RECTANGULAR VALVE BOX-MARKED"RCV" c® IIIIII FINISH GRADE ENCLOSURE-SEE CONTROLLER NOTE FOR FINISHED GRA WITH EXTENSIONS AS NECESSARY W z AQU QUICK COUPLER VALVE, SEE SPEARS SCH. 40-112"BALL # W Z LEGEND FOR TYPE VALVE WITH FXF INLETS ON/OFF-GFI SWITCH PER CODE CONTROL ZONE KIT: RAIN BIRD MODEL 420 IIIII SUR 80 NIPPLE, LENGTH AS SPEARS SCH.40-112"MALE Cc 114 XCZ-10000M W U) REQUIRED 3" MIN. SCH. 80 THREAD ONE END ADAPTER MIPTXSOC INLETS EPDXY SEALANT AROUND EDGES -------*12"MIN. DEPTH OF 3/4" (T.O.E.) NIPPLE-TWO REQ'D SALCO 1/2" PVC FLEX HOSE 6"MIN. THICK POURED CONC.BASE AS 0 > W CL LjL CRUSHED GRAVEL 2' MIN. GLUE PVC FLEX REQUIRED BY MANUFACTURERS 0 j 14) u BRICK STABILIZER "�" ('-12" MIN. DEPTH OF 3/4" 9 99 HOSE INTO SOCKET OF 29' SPECIFICATIONS 1> z -----*SPEARS SWING JOINT ASSEMBLY CRUSHED GRAVEL ID MALE ADAPTER WITH PVC SLOPE TO DRAIN PEDESTAL FOUNDATION PART N0.-5807-01008. (MIPTXFIPT) 12" MIN. DEPTH OF 3/4-INCH CRUSHED GLUE. (SEE SPECIFICATION) Z GRAVEL 80 5/8"X 96"COPPER CLAD GROUND ROD- '�)o 00 SCH.9T.O.E. NIPPLE CL > 00 0 FINISH GRADE C14 "_ cr ATTACH TO CONTROLLER CABINET W —e PVC SCH. 40 TEE OR ELL PVC MAINLINE MT1111 M11111 F- EMPENM W W PVC MAINLINE, DEPTH AS 8"COMMON BRICKIIIIII 3" PVC LONG SWEEP ELL W SUPPORT 111111F�F�=1111IM11111= LjL > W CREQUIRED NOTE: CONTRACTOR WILL FLUSH ALL DRIP If^ 117 VAC CONDUIT DIRECT BURIAL CONTROL WIRE TO CONTROL STABALIZER BRICKS-4 REQUIRED LINES PRIOR TO TURN OVER TO MAINTENANCE VALVES 0 Vj W PVC SCH 80 NIPPLE AND PVC SCH 40 ELL FLOW SENSING WIRE 117 VOLT, 60 CYCLE POWER WIRES IN LU Vj 36" MIN. LENGTH#4 REBAR STABILIZER. ATTACH Wi TWO CONDUIT CONDUIT STAINLESS STEEL STRAPS U e 1" SCH.40 PVC CONDUIT FOR SENSOR WIRES W COMPACTED SUB-GRADE F- < t^ U Q. Vj z .N .aft, DRIP MANUAL FLUSH U) W QUICK COUPLER DRIP CONTROL ZONE KIT VALVE (BURIED) CONTROLLER .J F- z .j FOR WIRE SIZES NO. 14, 12 AND 10 FOR WIRE SIZES LARGER THAN NO. 10 W SLIP BASE SOCKET OVER END STEP I STRIP WIRES APPROX. 6/8" FROM OF WIRES.OF .0 PAVEMENT 4 'C e (2)WARNING TAPE LINES: Uo 1 -ON TOP OF SLEEVE OR MAINLINE LEff AMBIENT LIGHT POWERED STRIP WIRES APPROXIMATELY 5/8" 1 - 12"ABOVE SLEEVE REITI IRRIGATION CONTROLLER. FROM ENDS TWIST ENDS TOGETHER. FINISH GRADE W ffft SERIES X,XR,AND XRC. i TWIST CONNECTOR UNTIL WIRE 6" 2 a MODEL X STEP ENDS REACH BOTTOM UNDER PEDESTRIAN PAVING 0 LATERAL LINE 10 TO 28 STATIONS. APPLY SEALER TO OUTSIDE OF 4 MODEL XR (WITH OPTIONAL RADIO) 7, OL SEALING PLUG. FILL CAVITY WITH 4 TO 28 STATIONS. PRESSURE < 2-1/2" 24" -0 2"LAYER OF CLEAN BACKFILL F_ MODEL XRC WITH RADIO REMOTE SEALER MAINLINE >=2-1/2" 24" @ 4 TO 28 STATIONS. PUT CRIMP SLEEVE OVER WIRE ENDS. IIIIII 0 PRESSURE MAINLINE 5 TERMINAL STRIP. 1 -31-07 CRIMP SLEEVE AND CUT OFF EXCESS AFTER MIXING CONTENTS OF - Do% WIRE. SEALING PACK IN ACCORDANCE STEP3 WITH INSTRUCTIONS, CUT 1/2' UNDER VEHICULAR PAVING 0---\ IIIIII IN CONTROL WIRE BUNDLE 0) 12 OR 14 GAUGE WIRE. PULL BASE SOCKET OVER WIRE END LATERALS 30" AS FAR AS POSSIBLE OFF END OF PACK AND INSERT 11111 low PROGRAMMING KEY. C-1i 2"LAYER OF CLEAN BACKFILL MODEL NUMBER: LEIT KEY CONNECTOR TO OPPOSITE END. C141 11111 __4 1111— NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. 35" STEEL MOUNTING COLUMN. SHEET CONTENTS: PUSH SEALING PLUG INTO 2 BUNDLE AND TAPE WIRING AT 10' INTERVALS MODEL NUMBER:MCOLXS(SHORT)OR SOCKET BASE . . 11 50"STEEL MOUNTING COLUMN. 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN IRRIGATION STEP 4 WRAP OPEN END OF SEALING PACK MODEL NUMBER:MCOLXL(LONG) DIRECTION GREATER THAN 30%. UN-TIE ALL LOOPS AFTER 0 PUSH WIRES TO END OF BASE All FINISH GRADE, DETAILS SOCKET TO ASSURE COMPLETE WITH TAPE AND LEAVE IN RAISED ALL CONNECTIONS HAVE BEEN MADE. 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND V 4 o SEALING OF CONNECTION POSITION UNTIL RESIN JELLS. COMPACTION REQUIREMENTS. 1 6-1/2" OF BACKFILL SOIL. (APPROXIMATELY 8 MIN.AT 72-F.) 12.0— 7 P 4 4 (�) POURED CONCRETE BASE- RAINBIRD PEN-TITE WIRE CONNECTOR A A 1-112CU.FT. INSTALL OR APPROVED EQUAL 9 A 4 PER MANUFACTURERS INSTALLATION GUIDE. 18.0 DIRECT BURIAL CONTROL WIRES WIRE CONNECTORS TRENCHING TO CONTROL VALVES. Revisions- No. Revision Description: LIGHT ENERGIZED BID SET 10/24Z05 IRRIGATION CONTROLLER BID SET 03/14/06 BID SET 05/23/06 AUG 2 4 202 %Tfyl P,I t PA L;14 Ei r., DU E&F These plans have been reviewed*by the Coachella Valley Water District in accordance with Date: 10-24-05 Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By.- PM M efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: RG *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Job m 03-1170 may not be planted or installed in CVWD and USBR easements or right-of-way without first Cr obtaining an encroachment permit from CVWD. Plot Date: 05-23-06 Plan Set® F Date 0) Water Management Supervisor 0 L - im uAftk 8 Uj Development Services Supervisor SHEET 10 OF 24 land arc + west `o • '° °pa RAINBIRD 1400 SERIES BUBBLER � .�°°o�, (SEE LEGEND FOR TYPE) SHRUB LEGEND �1 3901 westerly pl. surte 111 o a t." 00 /p SYMBOL NAME SIZE QTY. EMITTER WATER USE ne(wpAort beach,ca 92660 ° •• °V " j`61,6FrIF LIC.No.4340 AGAVE BOVICORNUTA o A ° das _ o° °�• . °o Q COWSHORN AGAVE 5 GAL 2 PC 05 L tel:(949)224-0040 a Qa fax(949)224 Od44 TREE LOCATION-REFER cv 1 � ,. $°° ` ,'�°• TO PLANTING PLAN MIN. NOTE ALL BUBBLERS TO BE SET (D AGAVE PARRYI VARIEGATA 5 GAL 2 PC 05 L e 1 CLEAR FROM ALL HARDSCAPE PARRYS AGAVE RAINBIRD 1400 SERIES BUBBLER IIIIII=) I = = SURFACES. \J AGAVE VILMORINIANA 5 GAL 2 PC 05 L (SEE LEGEND FOR TYPE) _ I��=I — FINISH GRADE J OCTOPUS AGAVE CONSULTANT �IIIII SCH. 80 PVC RISER ROUGAIN ILLEA 1 GAL 2 PC 07 M I I I I{ ENKA RAINBIRD ACV-W CHECK VALVE III SCH.40 PVC ELL I �MARLEX STREET ELL,TYP. BOUGAINVILLEA BARBARA KARST 1 GAL 2 PC 07 M _. ;. 2 -- SCH.80 PVC NIPPLE CAESALPINIA PULCHERRIMA 5 GAL FINAL GRADE 2 PC 05 M _ RED BIRD OF PARADISE , SEE TREE BUBBLER ON PVC LATERAL LINE SIZE AS RISER DETAIL(THIS SHE NOTED ON PLAN DASYLIRION WHEELERI I I—i 9" ROOTBALL I i i i� DESERT SPOON 5 GAL 2 PC 07 L WATER MARLEX STREET ELL TECOMA X 'SUNRISE' LANDS CAPEl CONSULTING SCH,40 PVC SxSxT TEE OR SUNRISE 5 GAL 2 PC 05 L/M 932 TOWW AND COUNTRY IM,O G ,CA 92868 ELBOW MIN 8'HT (714)835-2068 (714)835-2168 FAX FOUQUIERIA SPLENDENS ALL CANES L OCOTILLO MIN 8 2 PC 05 111111 11=1 l f l i ll l l— CANES HESPERALOE PARVIFOLIA NOTE: SEE TREE LEGEND THIS SHEET) FOR BUBBLER TYPE AND QUANTITY. RED YUCCA 5 GAL 2 PC 05 L REFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. LEUCOPHYLUM FRUTESCENS 5 GAL 3 PC 05 L/M TEXAS RANGER GREEN CLOUD TREE T BUBBON RISERLER LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 5 GAL 3 PC 05 L/M RIO BRAVO SAGE WEDELIA TRILOBATA 1 GAL 2 PC 05 M CL z WEDILIA ® ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 5 GAL 2 PC OS L J ITT® DALEA CAP A A 5 GAL 2 PC 05 LO L SIERRA GOLD T LO ®� qrmmm GROUNDCOVER LEGEND C'7 z �t SYMBOL NAME SIZE QTY. EMITTER WATER USE # W Z 0 LANTANA MONTEVIDENSIS / 1 GAL 1 PC 07 M O "tllJ 11 NEW GOLD 0 > W LjL LANTANA MONTEVIDENSIS 1 GAL 1 PC 07 M U 0 PURPLE TRAILING LANTANA 0 .J 0 Z J U 0 VINE LEGEND � Z < SYMBOL NAME SIZE QTY. EMITTER WATER USE Q./ ) CF 84" BOX 48"BOX 36" BOX 24" BOX CA CLAW 4QL r f% > W UNGUIS®CATI 15 GAL 1 PC 05 L OLEA EUROPA WETTED PATTERN 0 W ROOTBALL W CL BUBBLER PLACEMENT (!3 W TRUNK 4L Vj Z 0 J Vj.. . . W F. TREE BUBELERSPACING UJI 0 � 0,4 oe• 6Q ° 0 °48 NO 00 0� o SHRUB LOCATION-REFER TO PLANTING PLAN 0 0 40 08 00 °qb d ° U e °0 • °0 o t1 °• 10-31-07 BOWSMITH"SL-200"SERIES EMITTER WITH 11T THREADED INLET.SEE CHART FOR TYPE. I 9" ROOTBALL !! 1/?SCH.80 RISER NIPPLE-LENGTH AS REQUIRED � CA�� SCHEDULE 40 TEE SXSX1/27 ( i SHEET CONTENTSI IL l PVC LATERAL LINE-SEE PLAN FOR SIZING IRRIGATION �I l i� ► i---� � �—III—III DETAILS NOTE: SEE SHRUB LEGEND(THIS SHEET) FOR EMITTER TYPE AND QUANTITY. REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. DRIP EMITTERS Revisions: No. Revision Description: 5 GAL 1 GAL BID SET 10 24 05 ® BID SET 03 14 06 BID SET 05 23 06 v � AUG 2 4 ?T"6 CITY CF F L DE�Et7T OLUG OPlCAI�i GE;�i Lij WETTED PATTERN ROOTBALL Date- 1 0—2 4--0 5 These plans have been reviewed*by the Coachella Valley Water District in accordance with I EMITTER PLACEMENT Water Code Tittle 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By.. PM efficient landscape and irrigation design in cooperation with local governing agency(City or IF SHRUB RECIEVES ONE EMITTER, County). Check : R G � PLACE ON UPHILL SIDE OF ROOT BALL. *Approval of this drawing by CVWD Staff does not constitute approval to encroach into 39 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Job v: 03-117 may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. Plot Date; 0 5--2 3—0 6 SHRUBICACTIE TT SPACING Plan Set: P � Date Water Management Supervisor L 9 ■ :z LL Development Services Supervisor SHEET 11 OF 24 � - I I I - � __ 7 , iI '�, �I , I SECTION 02810-IRRIGATION SYSTEM 12. MASTER CONTROL VALVES EXECUTION ­ "00 1. GENERAL a. Master control valves shall be of the brand,size and type indicated on the irrigation plans. EAGLE Irrigation Controller � � . , a. Permits:Contractor shall obtain and pay for all permits required for irrigation installation. b. The master control valve shall be a switchable normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. The 1. INSPECTION SCHEDULE Specifications are valve shall be pressure rated up to 200 P.S.I. a. Contractor is responsible for notifying the Irrigation Consultant and City of Palm Desert Inspector 48 hours in advance for on-site meetings and land .(+ west 2. AS BUILT DRAWINGS c. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. observations. 1.0 BASIC RME SERIES FEATURES g___ I . I a. Record accurately on one set of black and white prints(irrigation drawings),all changes in work constituting departures from the original contract drawings. d. The body and bonnet shall be brass and the valve shall have a stainless steel control/shutoff stem and manual operator, b. As-built drawings must be submitted to the Irrigation Consultant and City of Palm Desert Inspector for approval prior to site inspection;no 1.1 Standard Programming Capability The controller shall have: -Four(4)independently controllabib irrigation programs,with five(5)selectable start I Include changes in both pressure and non-pressure lines. times,for a total of 20 possible inigation cycles per day. -Runtime(s)for each station can be set from I minute to 9 his 59 minutes per station,in , b. Upon completion of each increment of work,transfer all such information and dimensions to the prints. Record changes and dimensions in a legible and e. The valve shall contain pressure regulation and surge anticipation devices as an integral part of the assembly. inspection will commence without as-built drawing approval. _ Type: Rainbird GB c. When performing the irrigation coverage test,the contractor shall be responsible for having a two-way communication system or sufficient one-minute increments. -Quick Station(s)programming to allow rapid programming of an entire block of stations,with the same runtime. -Water Days professional manner. When the drawings are approved,the Contractor shall perform all final as-buift drawings. f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. personnel,so that the directions from the inspection area to the controller of the system can be readily accomplished. for each program can be based on a seven-day cycle or a skip-by-day cycle,which allows a program to skip from 1 tD 30 days between watering cycles. 3901 westerly pl. suite 1 1 1 c. Dimension from two permanent points of reference(monuments,sidewalks,curbs,pavement). Record information on as-built drawings day-to-day as the work g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed, Align valve boxes at right REFER TO CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE for timeline of inspections. The water days can be restricted with the selection of ODD/EVEN calendar days. -Manually activated system checkisyringe cycle to sequentially run newport beach,ca 92660 1 is installed, All dimensions noted on the drawings shall be 114 inch in size. angles to adjacent hardscape whenever possible. each station for a user selectable time,with a range from one minute up to nine minutes. -Manually activated program cycle to execute a program LIC.No.4340 1 d. Show dimensional locations and depths of the fbIlowing: together With other point of connection equipment,allow a minimum of 12 inches between valve boxes. 2. WATER SUPPLY independently of its programmed start time and water days. -Manually activated station cycle to operate a single station for a selectable pedod of time tel:(949)224-0040 e. Maintain as-built drawings on site at all times h. When master valve is grouped a. Utilize existing water meter and backfiow prevention unit installed by C.V.W.D. from I minute to 9 hours 59 minutes. -Programmoble Master Valve to utilize and control a Master Valve on a per program basis. -Configurable Master fax:(949)224-0044 Point of connection(P.O.C.) Valve Type to select either a Normally Open Master Valve or a Normally Closed Master Valve. -Programmable pump independent of the master valve Backfiow prevention assembly 13. BATTERY OPERATED VALVES-Not applicable b. Connections to the existing water meter shall be at the meter location shown on the drawings. Minor changes caused by actual site oondifions on a per program basis. -Programmable stacking or non-stacking operation of the programs.In the event that programmed start times either within a Basket strainer shall be made without additional cost to Owner. program or between programs should overlap,or coincide,the controller can either be programmed to sequentially execute one program after the other Master valve 14. CONTROLLER SATELLITES-See Controller Spec(This Sheet) c. Any R.P.backflow prevention unit shall be tested by a certified backfiow prevention technician and its operation certified in writing. Landscape program has completed(Stack Mode)or to simultaneously execute all programs as their programmed start times occur(No Stack Mode). - - I Flow sensor Contractor is to arrange and pay for all testing and certification fees. The original written certification of the backflow prevention unit is to be Programmable delay time between station execution.The programmed delay time can be between 0 to 255 seconds(4 minutes 15 seconds).This Routing of irrigation pressure mainlines 15. CENTRAL CONTROL COMPUTER-Not Applicable submitted to the Irrigation Consultant capability allows slow-dosing valves to completely shut off,before the next valve tums on. Shut-off valves CONSULTANT Irrigation control valves 16. COMMUNICATION CABLE-Not Applicable 3. LAYOUT 1.2 Water Conservation Features The controller shall have: -Flow sensing and control(refer to section 2.0) -Evapotranspiration(ET)based scheduling Automatic controller,and electrical conduits a. Lay out inrigation heads and make any minor adjustments required due to differences between site and the drawings. Any such deviations in (refer to section 3.0) -Percentage adjustment on a per program basis to allow an increase or decrease of all station runtimes within that program.The "I ' I Central control hardware,communication conduit with pull boxes e shall allow adjustment from 0 to 300%in 1%increments. -Programmable rain shut off in order to delay the start of inigation after a rain . . I q ,, _______ -z---, I'll percentag . - . -AM �k �I -t- ___ ,' 1 17. FLOW SENSOR INTERCONNECT layout shall be within the intent of the original drawings and approved by the Irrigation Consultant and the City of Palm Desert. I'. , . � � . "� ,"I " � ,-, � ,,,,-­ - ,, ,,,, -�� -, storm.The controller shall not water during the programmed delay period(from one to seven days).After the delay period has expired the controller shall " , !;, W"', ,� � , , , � ­ - � - I � "t Sleeves and pull boxes , I -­f. -1, . , - , . "I ed by Rainmaster b. Lay out all irrigation equipment using an approved staking method,and maintain the staking of approved layout , ���, , ',��M a. The flow sensor wire shall be(2)conductor(I wire copper, I wire finned)direct burial shielded cable.All cable shall be certifi return to the automate mode of operation. -Manual Rain Switch(Automatic Watering-No Watering)provides a means of quickly turning off all irrigation . - �,,I ,:�`�,., I I I I . 11.11, , I I . 4_ 3. CONTROLLER CHARTS Irrigation Systems. c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to equipment installation. programs without disturbing the stored pmgram(s).When the switch is placed in the No Watering position the display shall show"RAIN OFP - '.1, � . - 1'r� , I � .I I I ,, a. As-buift drawings shall be provided by the Contractor prior to the preparation of the Controller Charts. As-buib shall be drawn on 3 mil sepia mylar of same b. Flow sensor wire may be extended to a meimum distance of 5,000 feet from the location of the assembly to which it is connected.Wire shall be d. Before starting work on inigation system,determine that work may proceed without disruption of acbvibes of other trades. Connectivity for any one of the following:rain,moisture,or teeze sensor device.The enabling of this device can be performed on a per program basis. .�. I ! ", .*1 .'111 � "�1�S ,_,'� _�6.11 '�_ ?,V" size as construction documents. installed in a I w PVC Schedule 40 pipe at 24"min.depth. e. The contractor shall carefully check grades to ensure that the area is safe to begin work. When the sensor is"active"irrigation shall stop and the display will indicate that the sensor is active.This feature allows non�rrigation programs to , , ,_ , I., _� , N , ,�� , b. The Contractor shall provide two I I x 17 controller charts for each controller supplied,showing the area covered by the automatic controller. AJI conductors shall be the same type and shall be of the sizes shown on the drawings as required for proper operation of the systems. f. Contractor is responsible for taking all reasonable investigative actions and precautions,when working around any utility system. Underground execute independent of this device. -The ability to select either ODD or EVEN day watering on a per program basis.(When either of these features are ," i c. The chart shall be a reproduction of the as-built system drawing. If the controller sequence is not legible when the draWng is reduced,enlarge it to a size that Type: Rainmaster EV-CAB-COM Service Alert shall be utilized where possible. selected,the controller shall not water on the 31st day of the month.) -Selectable cycle and soak irrigation programming orconventional programming WATER CONCERN, LTD will be readable when reduced. 9. Contractor shall be responsible for verification of site conditions and minor revisions as approved by the Irrigation Consultant and the City of on a per-program basis. -Pmgrammable cycle runtime,Max Cycle Time,and Soak time on a per station basis. -Automatic minimiz:aliori of the water LANDSCAPE IRRIGATION CONSULTING d. Charts shall be blackline print or computer plot with a different transparent color used to show area of coverage for each station. 18. WIRE SPLICES Palm Desert to insure 1 00%irrigation coverage in all areas. window by intelligently scheduling station starts when other stations are satisfying their SOAK TIMES. -Controller supports Quick Station programming 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 e. When completed and approved,hermetically seal the chart between two pieces of plastic,each piece being a minimum of 10 mils thick. a. Conductors shall be installed with no underground splices,unless absolutely necessary and unavoidable.Any and all underground splices that h. Priorto!Lny changes to the approved irrigation drawings a letter will need to be submitted to the Irrigation Consultant and the City of Palm Desert in the Cycle and Soak programming mode. -*The controller provides a display of the total runtime of the program using the REVIEW feature of the (714)835-2068 (714)835-2168 FAX 4. OPERATION AND MANUALS are required to be made,must be approved by the Architect and shall he placed in a suitable type valve box for easy access. for approval prior to changes. controller.The cycle and soak feature intelligently displays the total runtime of the program,the controller considers all soak delays,optimized program I features,water budget percentage and inter-station delays. -Optimized water savings.Re-calculated station run times are executed to the nearest a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity,property prepared in two individually bound copies. Describe b. Wire splices on the two conductor cable communicdon wires shall be made with Hydroscape EV-CAB-SPLICE kits second. the material installed in sufficient detail to permit qualified maintenance personnel to understand,operate and maintain Me equipment Each manual shall include 4. ASSEMBLIES the following: 19. LOW VOLTAGE CONTROL WIRING a. Routing of Irrigation lines as indicated on drawings is diagrammatic. Install lines(and various assemblies)to conform to details on plans. 1.3 Convenience Features The controller shall have: -Easy to understand and use keyboard layout,provides ease of use during programming and Index sheet stating contractors address and telephone number. a. Connections between the controller and remote control valves shall be made with direct burial UF type wire,installed in accordance with valve Whenever possible,place all irrigation gate valves,remote control valves,quick couplers,pull boxes,etc.in the shrub planting areas. Irrigation review. -Multiple displays provide a simple way of programming and information review. -During program execution the controller shall display the Duration of guarantee period with guarantee ibrins. manufacturer's Wire chart and specifications. elements drawn in hardscape areas on the plans are for graphic clarity only and intended to be placed in shrub planting areas. executing program number,the flow in GPM,and the station runtime countdown in hours,minutes and seconds. -Programmable Controller Security �e b. Wire shall be soft drawn bare copper meeting the requirements of ASTM specification B-3 or B-8 b. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet Access code to prevent unauthorized use or modifications to be made of the controllers programs.This feature is enabled by entering a security access 199hLIMM 5. SPARE PARTS AND EQUIPMENT 10"C+600C. c. Install all assemblies specified herein according to the respective detail drawings or specifications,using the best standard practices with prior code from 1 tD 4 digits in length. a. Prepare and deliver to the Irrigation Consultant prior to the start of maintenance,all required spare parts,tools and equipment Spare parts,tools,and c. Wire shield shall be Polyvinyl chloride,600C rated conforming to UL Standards 493 and 83. approval. LL equipment shall include the following per water meter. - -Review key to display all program parameters on a per program basis.Successive invocation of the key shall display program parameters one by one. XXXX)= d. Shield shall be surface marked with Paige-Electric,voltage rating,size and type,and UL file number d. Assemble brass pipe/fittings and plastic pipe/threaded fittings, using Teflon tape applied to the male threads only. Depression and subsequent hold of this key shall allow rapid review of program parameters. < I XKXX)O= e. All cables shall be tested physically and electrically in accordance with UL Standard 493,and 83 (paragrahs 28.1,29.1 and 29.2).All reels and cartons shall bear UL labels 5. LINE CLEARANCE 1.4 Diagnostic and Fault Detection The controller shall have: -Programmable audible alarm.When enabled this alarm will"chirpw once every six Q= Z 6. GUARANTEE f. Wiring shall be installed adjacent to the mainline whenever possible and shall never be installed above or below the pipe. a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. seconds for either an electrical field wire fault or any flow fault condition.The alarm will continue until reset by the user. -Automatic field wire fault a. Submit written guarantee,in approved form,that all work showing defects in materials or workmanship Will be repaired or replaced at no cost to the Builderor g. Where more than one wire is placed in a trench,the wiring shall be taped together using black electrical tape at intervals of 1 0 feet. b. Do not install parallel lines directly over one another. detection enables the controller to sense a short in the field wire and instantly turn off that station.The display will report the fault condition any time a < Developer contracted with the Landscape Contractor for a period of one(1)year from date of acceptance by the Irrigation Consultarill, Type: Paige 7001-D I field wire fault occurs.Additionally an audible alarm will*chirp"(it enabled,once every six seconds)until it is reset.The controller will automatically .Mmi b. The guarantee form shall be written onto the Contractors letterhead and contain the following inforniation. (Shown as an example only) h. All splices shall be made using sealed waterproof connectors. 6. TRENCHING advance the fault station to the next programmed station. -Built-in self-test allows you to test various internal circuitry utilizing built4n te�capability. - >. F� LO Type: Paige DBY seriesi Snap-Tite,or approved equal. a. Dig trenches and support pipe continuously on bottom of trench. Lay pipe to an even grade. Pipe shall be snaked from side to side to allow for Non-volable memory to retain the program(s)and controller information during power outages or seasonal shut downs.This informalon is maintained 0. Guarantee for Irdgladon System i. An expansion cud shall be provided at all directional changes. Expansion curls shall be sufficient length at each splice connection at each electric expansion and contraction. Trenching excavation shall follow layout indicated and as noted. Where lines occur under paved area,these indefinitely. -A"real timew clock with non-volatile backup to maintain the actual date andbme during power outages without the need of batteries.This �- 0 ?� Project Name,Trad I III I Lot 1 control valve,so that in case of repair,the valve bonnet may be brought to the surface without disconnecting the control Wires. dimensions shall be considered below sub-grade. eliminates the need to reprogram the clock every time there is a power outage. -Advanced circultry to automafically�monitor internal voltages;and reset �_ LO We hereby guarantee that the inigation system we have furnished and installed for Pmject Name,Tract Number 1 1 1 1 1 Lot Number 1 is free ftni defaft in j. Control wires shall be laid loosely in the trench next to mainline at 24"min.depth,without stress or stretching of control wire conductors. A two b. Provide the following minimum covers: on-board microprocessor circuitry during power"brown-our orerror conditions. -Automatic electronic hm which resets intelligently based upon need. Aft.d" � T� �_ i. Pressure mainlines(Common area)24 inches (No user fuses or circuit breakers to reset or fail.) -Intelligent resumption of program execution after power outages to ensure that program starts are Ir materials and workmanship,and the work has been completed in accordance*0 the drawings and specillilcahons,ordinsfy weer and tear and unusual abuse,or (2)loot expansion loop shall be located every 1 00 feet on continuous Wire runs. not lost.The controller intelligently schedules Irrigation after any outage while preserving the original water window. -AutDmatic detection of main line (0 (y) Z I neglectexpected We agive to repair or replace any defects in matenal or workmanship which may develop during the period of one(1)year from date of k. Sizing of the lead wire shall be in accordance with irrigation drawings and manufacturer's recommendations, in no case shall the thickness of the ii. Non-pressure lines(Common area)12 inches water breaks.Upon detection the controller shall:shutdown all active irrigation,energize a normally open master valve(if selected),condemn any future W IdN&ANO acceptance and also to repair or replace any damage resuffing from the repaWng,or replacing of such defects at no adMonal cost to the Developer. We shall wire be less than#1 4 AWG. iii. Control wiring(Common areas)24 inches start times,trigger audible and Visual alarm indicators. -Automatic detection of unscheduled water flow.Upon detection the controller shall:activate the Af 0% LL F� # W Z VJ ,0 ,dmh� make such repairs or replacements within a reasonable time,as determined by the Developer,after receipt of written notfoe. In the event of our failure to make 1. All leads wires to be#14 AWG normally open master valve(if selected),condemn any future start times,bigger audible and visual alarm indicators. -Automatic detection of upper I'E-1 Cc such repairs or mplecements within a ree=able kne affer awipt of such wnffen nobve from the Developer, we aW=ze ffiem to proceed to hm sad MPW of m. All common wire shall be#i2 AWG� 7. BACKFILLING stations ffow limit Upon detection the conlirdler shall:turn off the Wit station,advance the program to the next staton,condemn U?e staffon ftm,any W W %gFJ .J :>: 0 replacements made at our expense and we will pay for the costs and charges therefore upon demand n. Use continuous wire between controller and remote control valves. Under no circumstances shall splices exist without prior approval. Any a. Initial backfill on all lines shall be of a fine granular material, not larger than 1/2 inch diameter future watering times,trigger audible and visual alarm indicators. R n a Project Name. Name Owner Deyqe�,es Name Here splices allowed shall be installed in a labeled pull box. b. Compact backfill to dry density equal to 950/6 compaction, conforming to adjacent grades without dips,sunken areas,humps,or other 2.0 FLOW CAPABILIITES 0 > 0 LU 0. LL o. All control wires shall be uniform in color. When more than one controller is installed use a different color Wire for each controller. irregularities. The controller shall have: -Programmable flow to enable or disable the flow sensor features. -Programmable flow sensor pipe sizes for standard Rain � 0 .J Landscape Archited Name p. All common wires and on�common wires shall be white in color. When more than one controller is installed use white colored Wire with a c. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas,and a minimum of 2 inches on all other piping. Master flow sensors(1.0,1.25,1.5,2.0,3.0,and 4.0 inch).Non-standard pipe sizes are also programmable. -Inputs for connectivity to a flow sensor. (m) < different color stripe for each controller. Color of the stripe shall match the color of the control wire. d. If settlement occurs and subsequent adjustments in pipe,valves,inigation heads,turf or other planfings,or other construction are necessary,the The controller shall read the frequency of the sensor by sensing each time a contact closure appears at the input.The controller shall source+8 VDC tD Tract Number(s)_11111 LotNumbels) 1 contractor shall make all required adjustments without cost to the Owner. the sensor. - Programmable main line flow limit from 1-999 GPM defines the maximum allowable flow during scheduled irrigation. -Automate :>: Z F- CC 10 20. VALVE BOXES detection of main line water breaks.Upon detection the controller shall:shutdown all active ir�;gation,energize a normally open master valve(it .J D Z < W . Signed, rive: Date of Signature. a. Round valve boxes shall be I 0 inch diameter x 1 0 inch high constructed of rigid polyolefin,chemically inert plastic,with 6 inch CL.160 PVC. 8. FLUSHING THE SYSTEM selected),condemn any firture start times,bigger audible and visual alarm indicators. -Programmable unscheduled flow limit from 0-9W GPM defines ..do �_ extension sleeves where required. Valve boxes shall have locking plastic covers. a. After all irrigation pipe lines and risers are in place and connected,and prior to installation of irTigation heads,the contmi valves shall be opened the maximum amount of flow which will be tolerated during unscheduled irrigation periods. -Automate detection of unscheduled water flow.Upon <L 0. > (M b. Valve boxes and covers shall be tan in color. Heat brand box lid with the appropriate identification letters. and a full head of water used to flush out the system. I detection the controller shall:energize the normally open master valve(if selected),condemn any future start times,bigger audible and visual alarm Q. �. W W W Type: Roun& Carson 910 b. Sprinkler heads shall be installed only after flushing of the system has been accomplished where all debri has been flushed out of the system indicators. -Programmable station upper flow limits from 0-500 GPM. -Automatic detection of upper stations flow limit Upon detection the controller Address. to the complete satisfaction of the Irrigation Consultant shall:turn off the fault station,advance the program to the next station,condemn the station from any future watering times,bigger audible and visual -.0 <r Type: Rectangular: Carson 1419 and alarm indicators. -Programmable flow check delay between one and six minutes(one minute increments).This delay allows stations to stabilize each . � W C) (J) Telephone: c. Identification letters or numbers shall be 2 inch high and heat branded onto the box cover. Identification shall be as indicated on the detail 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: time a station is turned on/off before limit checks are applied. -Automate monitoring and display of measured station flow in Gallons-Per-Minute(GPM) LL If 0% > W . drawings. ken or in any way a. Trenches located under areas where paving,asphaltic concrete or concrete will be installed shall be backfilled with sand and compacted in from 0 to 999 GPM. -Controller utilizes automate LEARN mode for setting individual station flow limits for the entire controller.A global percentago V,; . W 0 Date of Signatuie: d. Heat branding shall be accomplished using branding irons specifically designed for this purpose. Heat branding shall not wea layers to 95%compaction,using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the cDmpacUon of the adjustment from 5%to 80%is used to automatically factor upper flow limits for all stations once the nominal values have been measured. -Single U puncture the valve box cover station flow limits can be setup based upon the measured nominal flow or a manually entered value(0-500 GPM). -Intelligent upper4imit processing for I e. Valve box covers shall be tan in color. existing adjacent undisturbed soil and shall be left in flush With the adjoining grade. The inigation contractor shall set in place,cap and pressure concurrent stafion operation. .A water usage meter indicates total water used by the controller.The water usage meter can be reset at any time. W (0 �- 0. mo PRODUCTS Type: Rectangular:Carson test all piping under paving prior to paving work. >- (D I a a < < .J Round: Carson b. Piping under existing pavement may be installed by jacking,boring,or hydraulic driving. However,no hydraulic driving will be pen-nitted under 3.0 EVAPOTRANSPIRATION(ET)FEATURES OF THE RME EAGLE _.Ael UJ A ft < 1. GENERAL PIPING f, Round valve boxes shall be used for shut off valves,quick coupler valves. asphalt paving. �_ �_ U 0. a. NOT APPLICABLE Type: Round. Carson 910 c. Provide a minimum cover of 18 inches between the top of the pipe and the bottom non-pressure piping(laterals)installed under asphaltic 3.1 ET Operations The contmiler shall have: -Ability to enable or disable ET processing on a per program basis. -The ability to use any one of four � 4CL 01 b. Domestic water pipe(Pressurized mainline and laterals'shall be extruded of an improved P.V.C.virgin pipe compound featuring high impact strength, Rectangular valve boxes shall be used for remote Control valves, master control valves,drip control valves, drip pressure regulator/Wye fifter concrete paving. different ET sources as the basis for its ET calculations: Z 00% Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.1.hydrostatic design 9. 0 .J 01 W V.; strew rating. Pipe shall be white in color. assemblies,flow sensors,and pull boxes. d. Sleeves shall be two times the diameter of lateral line, mainline,and wire bundle size,and a minimum of 2 inch size. Install separate sleeves for 1. Historical ET data c. NOT APPLICABLE Type: Rectangular: Carson 1419 each use. 2. Manually entered ET data __ - - 3. Rain Master ET measurement device or equivalent < �. 0 e. Under public roads,all mainlines and lateral piping must have a minimum cover of 36 inches from the top of the pipe to the bottom of aggregate I , � d.Ultra-Violet Resistant(UVR)pipe shall be extruded of an improved PVC.virgin pipe compound featuring high impact strength. Confirm to ASTM D-1784 or 4. Downloaded ET data from the intemet(requires opfional hardware) � D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I.hydrostatic design stress rating. 21. SPRINKLER HEADS-Not Applicable base or per local code. . The ability to input and store Historical ET data on a monthly basis(I 2 months);the data is based on a daily average,at the geographic location of the dl:::� e. UVIR water pipe shall be manufactured using ASTM G-53 testing for accelerated weathering to resist f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement,and/or if existing pavement is city sidewalk,notify controller. -The ability to store an ET reference value.This value is used during the adjusted station runtime ET calculations. - The ability to > < weakening or corrosion by ultra-violet radiation. Pipe shall be brown colored. UVR water pipe shall use Sch.40 PVC.fittings manufactured of the same maleiial 22. CHECK VALVES the City of Palm Desert prior to any cutting or breaking. All necessary repairs and replacements shall be approved by the Irrigation Consultant and automatically re-compute the user entered station runtime,at the moment of irrigation,utilizing the current ET information.The station runtime is or process as the UVR pipe on which they are used. a. Provide check,valves andfor anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of irrigation water from Owner at no additional cost to the Owner. evaluated and adjusted based on days since last inigatildn.The controller automatically compensates for changes in weather patterns between irrigation .J Type: Pipe:Sun Stop,Pacific Plastics,or approved equal. sprinkler system due to changes in elevation. days. -Accept a manual operator entered weekly ET value.The manual entry will override previous entered or accumulated ET data.At the end of the I M a f. Pipe materials shall be used as follows: b. Anti-drain valves shall be of heavy duty virgin PVC construction with FxM NPT. Internal parts shall be stainless steel and neoprene. Ant-drain 1 0. CONTROLLER seven day period the controller will automate revert to utilizing Historic,device,or Internet provided daily ET data. -Connectivity to an ET measuring UJ I. Pressure mainline from point of connection(P.O.C.)through baddlow prevention unit or basket strainer to master valve. Brass. valve shall be field adjustable against drawout from 5 to 32 feet of head. a. The contractor shall install a new controller as specified on the irrigation drawings. device such as a Rain Master Weather Station.The controller shall record.01 of an inch(ET)each time a contact closure appears at the input The 1 2. Mainlines(pressurized)1-1/2 inch and smaller downstream of baddlow unit Schedule 40 solvent-weld PVC.unless otherwise noted. I b. Controller shall be installed in the locations indicated on the irdgafion drawings and approved by the Irrigation Consultant contact closure shall be between.2 seconds and 2.3 seconds in duration.The controller shall source+5 VOC to the device. -The ability to display the .T 3. Mainlines(pressurized)2 inch through 3 inch downstream of backilow unit Class 315 solventweld PVC.unless otherwise noted. Types: Rainbird ACV-050 c. Contractor shall install separate conduits for control wiring,ground wire and electrical power wires as required. last ET daily value including the source(historical,measured,manually entered,or Internet). -Ability to display the current adjusted runtime as a i � : 4. Lateral lines:Schedule 40 solvent-weld PVC.Y4"and above unless otherwise noted. percent of the base runtime for all ET enabled programs. ,I I 1�= i ! 1 23. FLOW SENSOR I 1. COMMUNICATIONS CABLE-Not Applicable I i � 2. PLASTIC PIPE FITTINGS a. An irrigation main-line flow sensor shall be installed in accord with Drawings. See Drawings for location. Contractor shall be responsible for the 4.0 AVAILABLE RME EAGLE OPTIONS ) � a. Solvent weld pipe,extruded of an improved PVC.virgin pipe compound featuring high impact strength. Confirm to ASTM D-1 784 or D-2241 to meet the installation,hook-ups,materials,components,connections,etc.,of the flow sensors for the complete automatic operation of the system. The controller shall have: - Ability to connect to a Rain Master communications card(iCentral)to provide connectivity tD the Internet -Ability to ; i � requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I.hydrostatic design stress rating. b. The flow sensor shall be manufactured by Data Industrial Company. Install as recommended by the manufacturer and as detailed. 12. IRRIGATION HEADS-Not Applicable interface to a Rain Master Weather Station for direct ET measurements. . Ability to connect to a Rain Master Flow sensor or other flow sensor evice. - b. All pipe and fittings shall bear the following markings:Manufacturees name,nominal pipe size,schedule or class,pressure rating P.S.I.,NSF,and date of c. Use Data Industrial 220B brass tee mounted flow sensor for sizes I"through 1-1hr Built4n remote control capability for compatibility with all Rain Master remote control systems. -Connectivity for any one of the followinT rain,fteez-e,or � extrusion. d. Use Data Industrial IR-220P plastic tee mounted flow sensor for sizes 1-1/2"through 4"as noted on the drawings. 13. TREE IRRIGATION moisture sensor device.The enabling of this device can be performed on a per program basis.This feature allows nonwirrigation programs to execute r c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shall be low-volitile. I I d. All PVC.fiffings shall be Schedule 40 PVC.and shall be injection molded of an approved PVC.fitting compound featuring high tensile strength,high chemical e. All splices shall be performed in a dry splice type connected with an empty tube and gel pack tube of sealant a. The tree bubblers shall be nozzles constructed out of heavy duty plastic,configured for use With 1/2"male threads. independent of this device. -Availability in a variety of enclosure options including:standard cold rolled steel enclosure with power ooat paint extended i resistance,and high impact sbvn9th. rittings shall conforrn to ASTM D-1 784,and meat the requirements of cell classification,12454B. Where threads am b. Bubblers shall utilize check valve under nozzle to prevent low head drainage. size cold roiled steel enclosure with station screw terminals,extended size stainless steel enclosure with station screw terminals. -All extended size I Bubblers are pressure compensating full circle pattern. enulosures are available with optional heavy duty lightning protaction i 24. COMMUNICATION CONDUIT-Not Applicable C. ; required in plastic fittings,these shall be injection molded also. i Type: Spears,Lasco,or approved equal. Type: Rain Bird 1400 series REFER TO RAINMASTER WEB SITE FOR MORE INFORMATION ABOUT EAGLE vaub" � e. All threaded nipples shall be standard weight Schedule 80,with molded threads. 25. BOOSTER PUMP-Not Applicable CONTROLLERS: hftp-.,Itwww.rainmaster.com/eagie.htm 10-31-07 i ?,rAr..M i f. Nipples on pressurized mainline shall be Sch.80 Thread One End(T.O.E.)with the threaded side attached to the FIPT device and the SLIP end attached tothe 14, ADJUSTING THE SYSTEM . _3 �� i pressure mainline with a SLIP coupling. 26. MISCELLANEOUS EQUIPMENT a. The contractor shall flush and adjust all irrigation heads and valves for optimurn performance and to eliminate over spray onto walks,roadways, . Des I i 1 g. Use 3/4 inch size Teflon tape on all threaded ends. a. Hose Bibs:Not Applicable buildings,walls and other structures. : b. Thrust Blods: Not Applicable b. If it is determined that adjustments in the inigation equipment do not provide adequate coverage,contact the Irrigation Consultant so that 0P i 3. COPPER PIPE AND FITTINGS-Not Applicable adjustments can be made,prior to any planting. LEIT 4000 SERIES Irrigation Controller i c. Gravel:All gravel used in valve boxes shall be washed crushed gravel of approximately 3/4 inch size. No pea gravel shall be used. Specifications 11111111111IMPOWN111111110111 -_M1_11rBM99fflMff291_­ i 4. BRASS PIPE FITTINGS d. J-hooks:All pipe installed on grade shall be secured to the ground surface using#4 x 18 inch rebar J-hooks. J-hooks are to be installed a 15. COVERAGE TEST I a. Brass pipe shall be 85%red brass,American National Standard Institute(MSI),Schedule 40 screwed pipe. minimum of 8 feet on center and as indicated on the irrigation drawings. a. When the irrigation system is completed,perform a coverage test in the presence of the Irrigation Consultant to determine if the plant and tree irrigation controllers shall be single,solid-state independent controllers conforming to the following: b. Fittings shall be medium brass,screwed,125 pound class. e. Stabilizing Rods:All assemblies requiring stabilization shall be equipped with#4 x 30 inch rebar stabilizer rods. Quantity of stabilizing rods shall The controller shall be powered by an internal,ultra high efficiency,photovoltaic module with a microelectronics energy management system fueled SHEET CONTENTS: i be as indicated on the detail drawings. material is recieving complete and adequate water. by ambient light The controller shall be protected by a vandal-resistant,waterproof enclosure fashioned from space-age composite materal and L__N I b. Complete IrTigafion application must be accepted by the Irrigation Consultant, Furnish all materials and perform all work required to correct any ! 5. GALVANIZED STEEL PIPE&FITTINGS-Not Applicable f. Sprinkler Ties:Not Applicable made to endure extreme environments.The controller shall function day and night in any weather and in most ouldoor lowdons where no dired I R n I G' A T Kp*)N � inadequacies of application due to deviations from the plans or where the system has been willfully installed as indicated in the drawings,when it is � g. Identification tags with numbers are required on all valves. sunlight is required and communicate to a micro-power solenoid actuator via two-way digital control pulses at 3.5 volts DC.The controller shall have a 6. BACKFLOW PREVENTION UNITS-Installed by C.V,W.D Type: Christy Tags(yellow background With black lettering) obviously inadequate or inappmpdate,Without bringing this to the attention of the Irrigation Consultant. This test shall be accomplished before any daily exposure to light levels which need to be no higher than the equivalent of 25%of the ambient light level at 55 degrees laftde under 10-year S P E C I F I U10% A T I 0"' ON Q*%" � plant material is planted(excluding trees). worst-case weather conditions(worst day measured in 1 0-year period).The controller shall have a fully protected circuitry from electrostatic discharge : 7. PRESSURE REDUCING VALVES h. Sprinkler head Swing Joint Assemblies: Not Applicable up to 27,000 volts, i I a. Pressure reducing valve shall be of the brand,size and type indicated on the irrigation plans. 16. TESTS i b. Pressure reducing valve shall be of bronze and stainless steel construction and be adjustable from 25 P.S.I.to 125 P.S.L. 2.1.1 Controller Features 11 Type: Wilkins 50OHLR,Watts 25AUB-HP or approved equal. a. All piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and approved watertight,prior to the paving operation. Make hydmstatic tests only in the presence of the Inigabon Consultant and City of Palm Desert. No pipe shall be backfilleed until it has been inspected,tested,and approved in writing from the City of Palm Desert. Allow 48 hours lead time for pressure testing inspections. a. Controllers shall operate 4,6,8,12 or 16-station models and/or a master valve(master valve replaces station 8 and 16). 8. BASKET STRAINERS-Not Applicable b. Furnish necessary force pump and all other test equipment. b. The 4,6 and 8 station controllers shall operate and use a standard series micro-power solenoid actuator with globe valve or a micro-power c. Test all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. solenoid actuator with the correct adapter to be mounted on any other valve. ! 9. BALL VALVES d. All testing shall be approved prior to the installation of remote control valves,quick couplers,or other valve assemblies. c. The 12 or 16 station controllers shall use terminal number I to 6 on the 12 station and terminal number 1 to 8 on the 16 station with a standard _, , , -­ ­ .% I 0- i a, Ball valves 3 inch and smaller shall be of the brand,size and type indicated on the irrigation plans. � series micro-power solenoid actuator and use terminal number 7 to 12 on the 12 station and teffninal number 9 to 16 on the 16 station with expansion i : -power solenoid actuator � b, Refer to legend for type. series micro : Type: Nibco T-585-70 full port brass ball valve 17. COMPLETION CLEANING d. Controller shall have bilingual software in English and Spanish. Revisions: a. Upon completion of the work,make ground surface-level, remove excess materials, rubbish,debris,etc.,and remove construction and a. The controller LCD screen shall be activatedwith a special Key powered by a 9 volt alkaline battery to provide access and security to a simple - I 10. QUICK COUPLING VALVES installation equipment from the premises. 4-button programming pad and the LCD shall display all the schedule information. No. Revision Description: I a. Quick coupler valves shall be of the brand,size and type indicated on the inigation plans. f. The controller shall have 44ndepndent programs with 3-start times per station. BID SET 1 0/?�4/05 � b. Quick coupler valve shall have a body constructed of red brass with a wall thickness guaranteed to withstand normal working pressure of 150 P.S.I.without 18. LICENSE g. Ability to program in one minute increments up to 5 hours and 59 minutes with separate setting for hours and minutes. R E C E I V iP-0 � ,/ i leakage,with female threads opening at base. a. All work shall be performed by a C-27,California licensed landscape irrigation contractor, h. A programmable watering calendar choice of a 1 to 39 day interval,oddleven days or any day(s)of the week. A BID SET 03/14/06 i c. Quick coupler valve shall have a hinge cover constructed of red brass with a leather like vinyl cover bonded to it in a permanent type of cover. I. A feature that shall include password protection for added security. AU G 2 4 2"J"U36 A BID SET 05/23/06 I d. Quick couplers used with potable water shall have vinyl covers yellow in color, END OF SECTION j. Rain stop from 1 to 99 days with automate restart " I Type: Potable Water: Rainbird 3RC k. A 12 month budget adjustment from 10%to 200%in 10%increments. WS LO:�ft�ICLA AED ET7 i e. Quick coupler valve shall be operated only with quick coupler key,designed for that purpose. Quick coupler key is inserted into the valve and a positive, 1. A manual feature that allows a single desired station to cycle start for any preset preferTed duration. water-tight connection shall be made between coupler key and valve. m. The controller shall have the option to operate automatic,semi-automate and manual cycle via the controller. I Type: Rainbird 33DK(key only) " n. Status report to check amount of watering time applied during current and previous month. i SEE Cl"lr%Tl OF PALM DESERT LANDSCAPE INSPE(%OTION � f. Locate all quick coupling valves within 12-18 inch of walks,curbs,header boards,or paved areas where applicable. Locate quick coupler valves inside shrub o. The controller shall have the option to assign any switch type rain sensor,moisture sensor or freeze sensor to an individual valve or to the entire I � I and ground cover areas when ever possible. Quick coupling valves shall be installed such that valve top will be 3 inch below the lid of the valve box. system using a SKIT adapter. 11-- , SCHEDULE FOR IRRIGATION' RELATED 1NSPE(';`T1U10"NS. p. The controller shall activate the micro-power solenoid actuator@ 3.5 volts to a distance of up to 2400'(727m)using NFPA 70 copperconductor Lli . I I 1. REMOTE CONTROL VALVES 12-gauge(1.6 min)irrigation wire type UF. I M� i I a. Remote control valves shall be of the brand,size and type indicated on the inigation plans. q. The controller shall be capable of operating pump start relay or a master valve. � I b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. r. The controller shall have lightning protection to fully isolate the controller from electrical.ground,and offer virtual immunity to ground currents Date: 1 0-24-05 _ C' i c. The valve shall be pressure rated up to 200 P.S.I. from overhead power-lines and/or close proximity to lightning strike. M i Drawn By: PM ��, f d, The valve shad hm a 600 pauW test Mw f6afarced mbbu daWagm asserWy wth self-deariing stainWs sted sawn. s. The controNershaH have a U hv&iwmWorreP)acemeritw&". � ! e. The body and bonnet shall be plastic and the valve shall have a stainless steel control I shut-off stem and manual operator. I. The controller shall have a lifetime lightning warranty. i Type: Domestic Water Rainbird GB u. The controller and its components shall be manufactured by DIG Corporation,Vista,C& Ird- I 3t i Domestic Drip Assembly:Rainbird GB,Senninger 3OPSI regulator/AMID 1-1 071 3/4"Y-filter w/flush ; i � Job m 03-1170 _J J These plans have been reviewed*by the Coachella Valley Water District in accordance with f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. Water Code Title 7,Division 1,Chapter 3,Article 10.8, section M97 at seq.requiring <1 g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve boxes at right angles to adjacent efficient landscape and irrigation design in cooperation with local governing agency(City or Plot Date: 05-23-06 F_ hardscape whenever possible. Where several valve boxes am located in the same area,arrange them in a uniform and orderly fashion. County). F_ I When grouped together,allow a minimum of 12 inches between valve boxes.Do not group mom than two boxes together. *Approval of this drawing by CVWD Staff does not constilule approval to encroach into ; district and USBR Rights-of-Way. Trees,plants,walls and permanent strucbures of any kind Plan Set. F mi ! i may not be planted or installed in CVWD and USBR easements or right-of-way without first - - I I obtaining an encroachment permit from CVWD. ! 1XI I M 11 W - C I Date f � I ; Water Management supervisor i 0 i L - 1 0 1 0 > i Z i I I ul I I SHEET 12 OF 24 el- , l : I ! Development Services supervisor __ -_______ ! I o I I - - I � . � ''I � ! I I - I I . I—- I 1-1-1 - . I I I I I I - - . I � -11.1. .1 - . . I � I I 11 I . � I I I I . I � � -- ,- --�r�`- i land arc + west THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT CONTROU.IER 'AS VENT DIST W CONTROLLER W ASSESSMENT DISTRICT-UPGRADE LANDSCAPE CONCEPT FROM TKD PLANS ONLY CONTROLLER V ASSESSMENT DNSTRNCT CONTROLLER`F'ASSESSMENT DISTRICT 3901 westerly pl. suite 111 _ .._=___ ___T - .�,_..,�� _ _�.�:�-j_� _ � _Yam: --;_ newport beach,ca92660 TurfRoo"Depth 2 SEASONAL PERIOD JANfED /MR1WR INAYJu4 JUCZ; 3�4CS WVWC TwfRrd"Depth r SEASONAL PERIOD J NFED MARAPR I MAYJIH JULAUG SEPOGT NOYDEC TsrTRo 2' SEASt70dAL1 JANFEB ALARAPR MAYJUFJ JULA9RL SEPOCT NOVI II TurfRodtrgWptl 2" SEJtl�4At L' JANFEB MARAPR teAYJlFt lITLAtIC SEPBC3 HOYDEc LIC.NO.434o _ _ at<+sDeptt+ ShriAbRooti l0l"l 4` SEASOMDAILYMe 17 27 .40 .3d 26 it �ShrubRootig 4' SEA60NALRWYETe SirubRoWngDegh le SL'ASOHALO&YETo A3 27 40 38 26 ,1' 1i tel:(949)224-OW 13 a 40 $f 2K 11 ; SM1PoRod9ngDeplh 4` SEASbWkBWLYETo 13 27 10 3b 41 / } 11 Depletion Factor 30% DepleBonFador 30% Dl MonFado 34'A �""""""" __L fax: 949 224-0044 I 6QTM(T_9* S-*Loam actesPERWFD.TURF 8 17 25 24 1t T ^— SWT1111*0llt9a� San*uL am CYCLESPERWOR'nN 3 9i 16 24 46 7 1 SanTV"(Teprsr11) San4t,cra CMEEPERWM-TURFi 8 1A 25 24 16 i I - sox Type(Teeblral) Sassy laam CYCLESt tW�C-TUTS 6 1a 2s 24 1s -1 --- i5 A5 - --- F9ddCapaelly 14% 7URFCROPCOEFFICIT A3 AB 32 S0 .75 .65 RRddCap olty 14% Tt1�CR40PCOEFFICM b3 34 32 _% ,T5 ds �I ParanetstWiBPolrt t� I F9ddctipaCKY 14% TtRFOWCWFXE T A3 30 .9Q .90 .75 .65 Field Capacity 14y, TURFCROPComsc T A3 ,90 .92 S0Ll _____ i PeMWwltNBRPWrt 6% L d 1, Permar9erltWl9tPdltt 6A APPr'"SP Y IV CYCLES PER WEEK•SHRUM 3 t 6 5 4 3 APPWN*sPedk&-ky 1.50, CMESPERWEEK,SHRUM 3 4 6 5' 4 3 PamumtwotPORat 0%I d � _ _ ApprrantspedecGrerrkY tafJ CYCLEBPFii1YEETl.SHRLEI6 a 4 5 6 ♦ 3 s ApparkSprditca-Ry 0D CYCLES PERI EEK-SHRUM 3 4 5 5 4 3 IMINTI RLNTIKS RUHTITI S RUNTIMES CONSULTANT } 11 MICR 1 ` C� ROOTC�TH 01"ADJ MCRIOAW Pf"V ROOTDEPTN IRRhtADJ MICROADJ PRECIP ROOTDEPTH IMOAW 1 STA PLMTTYPE WaktWW Kt I SARIN(URTYPE MCROCi■ATE FACTOR (tnAt} (IA} POT JA14FE8 �A� MAYJUN JuLAur, woct wNwic STA PLANTTYPE WftUaege Kc ; SPR8 WRTYPE 'MCROCLIMATE FACTOR (NtAr} 94CRUM }htl PCT JANFES MARAPR MAYAN ,RA.AUG SEP OCT NOYDEC STA PLANYTYPE W*WUoytt Ke 6PRIMILERTYPE MCROCL06WE fAG70R }ipAn1 : ■� 1A+i PCT JA14FEB MARAPR MAYJUN JUL AUG WOCT WNBEC IACROADJ PRECIP RtfOTL7EPTH lR82N3ADJ A PLANTTYPE WatoUeaga Kc SPR86tLERTYPE MICROCLBAATE SPKLREFFiC, JANFEB MARAPR MAYJLAI JULAUG SEPOCT NOVI t T3&a Riedxm 450 Ras€ Bd9401 FudS 103% 1£5 04 k 7 11 13 1T 14 6 A6 pry Mviun v50 PaLirJlx,ie F7su 1 Oi5 4 1';% 40 b3 75 It 34 FACTOR {lnANi (is) PCT t flop Mndt1 050 RapstdPrSasas FuHSus 1t30Y =.7R 90% 4 191a4 B S 10 10 I 8 5 . 14 c 1: SQb & 1#% 6 9 10 10 8 5 A7 tAeekun 05ft Rtt dq FulSur 1ON t.65 E0% 4 12"5% 7 9t 13 12 1 t0 6 2 anp btrt t M RairbfdPCSet*s Full Sun 100% '..7a 90% 4 111% 6 9 10 t0 8 5 - r` _. 2 :rp A4 tam D5Q ! Zawdr9PCmtes Fu1Sun 10 S - Gip 19adcm 05J RaetbrdPGSeses ruOSun 1TJ1% 1.78 �Ehb 4 113T, 8 9 10 14 8 511k, >: - _ s Tree Me&tm 750 Ra Ib 1dOt Full S as 1IXl% t fi5 87% d 1J9a 7 11 13 12 14 8 ,• 3 1 1a A8 T ra Ade 4tan 05D ' P*tf,i 1401 FLT curs 74 % ;65 X% 4 7 11 13 12 10 � 6 TYne Med�Tn 0.� Ratnb m}14t}1 FFSI Saul iD4i/ 1 LiS an 4 12516 7 11 13 t2 10 6 r1'�r :. ______,- -. _ _ _-...,_-__ 4 - 1 ; I s 4 L)rip wdun 050 ReJstlirdK-*is Full Sun 1IX1% 9.73 90% k 19% 8 9 40 t0 8 5 a ,> ,� a 1me to in 0,50 Raimblyd M1, Ful oun 1 1.6'5 w1i 4 1�m 7 11 13 12 10 6 6 'Free Meow 050 Rai!*rd 14M Full•un 100% 1,65 80% 4 125f 7 it 13 12 10 - 6 � � ` 6 i[ Rq Ned¢1n 0. } RsibrdPGScxs FtpSun 1 17F1 d 11=% 6 B 1Q 10 8 5 r "*,�. 4{c,.A _ _...-,- ._ ..�.. _,w,_,.,,_,_ , »».._.___.,_�,.,,.._:> w _ __ ,w .,. w w. _ w..__, w...,w..:,.,.,0,_...,,� ,�...,.._».. 6 Onp Medum 0..60 R.azmbirdPCSei*s FulSun i00% 1.7$ 907E 4 111% 6 0 14 40 11 5 4 I 1CYJ51 T;Qe Aged eta {It riainb d11 rug Sun 117I3% 165 dD9k 4 1i16 7 11 13 t2 14 b { 7 1 - _ a gee T 1CG% __ _.__ _ wa - l�6 Meier 1i i R4itidtrdPCSetes Re�I.iun itXi� 1?@ 4 S'?4% 6 S 1Q 1Q 8 5 0 _ 10% _ _ __ _ y a 8 .,_....,......,__,....,,.._...,..,. .....,,...,,_ m. ..,._ .,._._ ...._._.,,__.,,.....,. ._...,- _...,.,.�_..,_,._.. ._,_.�,..... .. ��_..._.,-.a-.,.,_. ... _ _ _. ...._..,.,,._ ...,..,,, .� .. _ _- ... ....... ,_ tar s r % 1 j 1 �. i _..,„ ,_ _. _ , _.._. _ _,...�._M, « (,o! Aem w.� Itatnhrd lkLl, #uA Sun 00% 1£b5 LY17a f25 7 1 17 12 O 6 1 aivr 9 I_ .._ 1GU% 0 . -- c -- -- - k -- I -,__ _ - _ r tYS% .. 90G% (rip d PAIM 050 Raa*irdPC sv,i s ,cll Sun -10D% - I M 4 111% 6 9 10 - t0 8 -5 10 1M'4 10 tOCA _ _ �_..._ --�� ....,-_».w .__.. ._,.....__ .._ - w_ _._,,... . _ ._ _ _,. _ ,. _ _. _ ,. , - ___I__._,_-_ _, __-- _._ .,.__ -___ _-,_-,._ - ,.�-,,,_. -- _ 100% — - _ w, .- _- _ _,_ _. . WATER CONCERN LTD 1t 110 I a_ ,0C,% 1 i1 9f is 3 12 ' IM% � . -_. tY% -_. _.._- --_ 4i T. -- .. 2. .. _.,, t035 9 i __ll _ __ ._� ,. .,._.,.,,l__ . _,_, _. _ __.�. _- _ �_ - __ m — -� _ _, __.,. _.� _ _ _ _ __. _ _ __ _._,, _ ._,-. __ __, _ __.,_ �_-_ __ 1Cfl1o .,_._ 13 _..,_ � _ _ m . _ ,tom_ LANDSCAPE r��rGATroN CONSULTING t3 1 ._ _ _ __ w m_ .,_. _,. _._. _ ..__._..,, _- _.w_ ..w __ 14 1 1 - ..__� - 932 TOWN AN ` F -w- _�_� „ �...�.- . w.,_.�..-_ _ _ , �_ _ - 4_ _ _ _ ,,, v,..,_ _ - _ -_ _ Rt9 ORANGE,C I AND G A 92868 - r � 1 iQ016 16 90@Tc FAX ,6 1 _ i _. R _ _ _ _—. . _.m_, T ?tom: _ .,___ ..,.,, �._ ___ .,,_ 'a 10-� (7'94)835-2d?8 r194�83 3'68 17 1Eki% 1 ,._,,,_.m_�..,.,,.,,_ .,•�._._. ».,. 1996 - }7 4t' - - - 16 #IXk4 0u% i 19 1b 1LY - _� _ -"-" __} i- _,� 19 10Y 19 f ? ,_.-_ #tom — __--_- - F _,.,_ _..: _ ,__,._ __,___-__.�,-_,-._ - __.�„w.,. tf 6 ._._._.. ._..,w.,,_ _-.____•, 2D 143 k - _,. _ _ f�S T 1LY$tr - ' - - - _ - 1 -- _ IV% ! 1fli x `°ea r� : _ _ __ _ - , _..,,,�.,,, _ _- - -_ � _ - ,. ,._, .,.� v, _ _ _ - F-- --- -------. ------ ---_ -,___. __ _ -- -- .---- - _ .---- ---- -' - -- --- -. - 1CA FOB _. _._ I 1 1( - _ ___ - _� _ W- _ __ _ - :_ �. _ w _ .__ E­­­­.­r...­.j­­­___ ­__1_____ 26 iT;'Yi, •OGY _ s >-------- 24 _-,.,»..... ._.___ 100% _,., _, — 1C8X �e RUN TIME TOTALS -. _ _ -__,____.______.__ .._,_.___-___._ _.—. _ _ _-_,_ RUN TIME TOTALS .-,-.,_-____-_____ 1 I 10 RUN1'1METO'rAls } _-.._.,-_._m.�._.____,__ _�,._. C*7*lerR In*r,f*A 0q*v f taatTursClot 1, --, _,_•--._-_,�_,_ ______.__._ t- T 1 ' Ck,VrRarRtashmoCitad _ __ - -____._ _ .___ ___� _ PLANT TYPE PIANTTYPE Ay p JANFI,S MARAPR MAYJUN ' JULAUG SEPOCT NOYQEC '14FA JMFfB AMRAPR MAYJiN JUtAUG 9WOCT• 140VW fr . PLANT TYPE ARti1 JANFEB tOtCi APR AIAYJUN JEL AUG OCT NOV DEC 0$A As _... -. : " :4 .z•.- a h x_ 1� -; RUN TIME TOTALS _ « ., xcr_ a, J Coltra0er1T1mTiaACRei Tuf t,CmsYar1 Syeabs J > Staubs - % r Shrubs . `y PLANTTYPE JANFEB MAR APR MAY" JULAUG SEPOCT NOVDECSlope g ;. � I• _ ARSE, t.a0 !ate r } N m I l3EJ i. a z: _ r .,g, :..,,. , r :1 1., z :U S r�." �._ <.. <v>.. ,,�+ ,. .:. ..... as Mf »_,• Tte i 11 s 2 0 "�, _ a �, a 4 .. , �" ,: _, .J4 - 1 aa<wa.'�z,"a': Ise T...,,,., �,�; '� >r. ._ x _ , , .-„-:r_, „ ,�• .-.,. T>1J 3 �,�MM��,...�, a«,,,.n 13 a� -1U 'tt ,9 ': mz- .;.• - 0.>v., ,,.. _ . - : ,k 70 34 r.._.. ,,,. 3 'sq x..,. ,.. flrtp 12 _ w, .,-:.. - _ _ r i f 5 ,, --`R,, Cry 47 , 13 3 Dr 6 9 10 0 0 15 i _ .s{ J; xsx, .. ,: ** �%._' �,;• ":`6bl�i �11, 't <!I""= T s G£:., - a: _„ , T T} _',.. „>. , g> , . t, I-t�`..j'a. �n .`y�,,a »Ftx-+ .. _v_. i.,J _ _ _. , a. zn s: TJa1 u_a. 1; 0$4 _ I aalAatiaq 0. -,-._... .,� - . N__.... - k am T Ar fi - = I,� tAa1 a ,. ,.. .»- _,. . .,-.,., •.'-:, 's;m 4 r �, a;.�-_ n 4 ,., ,..a'. �.r=_ �,r -:: �., s t �s a ueN a 1 _ _ T e a 5> kF3 41 �a w a: ... , s rr, eia'C ea Acres 4.,� ::�.. ,.. : ,a,aJArearc 19: , �. ..- �' 3.00 », ' T lat VeaAcrrs ut3 _s. :, : :,, s _ „_. - _. ` _,. Dr 23 36 da, 40 3k 19 .. , ` 6.�€i -„ _, - 6? , , °: R ., , :__ W < _ .t� Y •, > �. � =tea.- ,-, P »„`_ t _ _-__.-_.___ __ fAX I a Qa.-. r ,.. ...�-. �, .-. �...._. -..-... ji-s > •rEaa4 Arta J.,.1t. § ,P•..._.. �., >�:..- _..-: - F , - TOTALS S 1. 95 7T 45I I _ £» a, ORAIID TOTALS MiIRETES 57 6l rt € 30 7? 99 1G _ -- SRAM 0 ALS MINUTE and � C(3 ORAtD TOTALS MINUTES 12 wti9 APR s HT+Y k!Atka FP aT NDv OEC JASSFEB a1 u,P VAE J A} JlN sJ GP Oc7 r1 DECa ;; c r-, I . GRAND TOTAL 02# 0 039 0:3T 031 D17 sAr1 E R moral SRAlpTOTAlHOURS 09rJ 141 1,67 159 t34 D.?5 TndtLrafk'es ( Ok0 GRAND TOTAL 3t+3 0 5 1,1% P. 0 0 051 JAttE3 A"ARAPR RAAYJUN eLAtiG SEPUcaT tSr DECDEG ■ Nbrah 1Nordn � aalw Q. THE VILLAGE AT UNIVERSITY PARK PRODG SCHEDULE DURING MATURITY LO THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY' 0 '*..® ..,1.® CWMI LER'3'ASSESSMENT DISTRICT CONTROLLER4'X ASSESSMENT[NSTRNCT-UPGRADE LANDSCAPE CONCEPT FROM TKO PLANS ONLY CONTROLLER'a'ASSESSMENT DISTW CONTROLLER'Fr ASSESSMENT DISTRICT Turf Rooting DaPth 4" Tuf ltoding Oepth 4' SFA6ONAI PEEBOD JAN t fB I R APR MAY JUI ­11. - .,11.11,,.1-.I..,..I.."..11.11.,'.."......-.1. ­...­­.­­­­''',�'l.."l 'I'.'"""''.'.""''Il,",,, ...IL,-­ ­­" . U) (00 1111111111111111111111111 411cc 4,-A G SEP t1CT t1OV DEC Turf Rooting Depth d" SEASONAL PERICO JkI FEO ? 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I ��__._____ .____ -. _--_1_.. ___,,..-_,_�_----- I ____-_i_._,_.-- _-._ .....__ ...__,,.i,,.. ..,._..,,.L_,_n_. . .,,_____ .__ _-,__. ,_-___.___-____r___,,,,,_. ._..,.., ..,L. - _�_ _ RUN TIME TOTALS - �.- J RUN TIE11�TOTALS RUN TIME TOTALS RUN TIME TOTALS i Can'✓cdct f?an Time�bal GudrnAat R,r.Teu•o'".Itars Y'ardraluRrr Tame Cttat _ C,o.tirrAar Rtun Timt Gh>xt i 11111111111111111111111111 ' MAR APR MAY JUN JUL ALK1 SEP OCT NW DEC PLANT TYPE AKA � JAN FEB i MAR APR s MAYJ M JUL AtJG STEP QCT NOY t3EC ' ` y.,.,,� _ PLANT TYPE ;,REA JAN F� MAR APR MAY JLA4 JUL AUO SEP OCT R10V DEC t M PLANT TYPE AREA JANFEB MAR APR MAYJtRiI JIJLAU4 SEPQCT NOYDEC PLANT TYPE nuE1 JAHFE6 7�J. . 5VAR 101P&b=r&1K,4& 4 .t-- , .. .�._.,.. ur...,.. .,i r, , ,.'mw.. x+ r`.,t.:. ,r >:. fl','�,,••::{ TtYf a I .:r Far( <p:3 .,,. t'"t+c ... d`' ...J ...,.._.. .,,f v rues ".• _.4.ati<, ,, f;. ,.N.: ..... i 1.E0 !':.:.. 3. ,Y.",;'`. }. .il .t5f o ;:..,<»r ,..iw` us,:a_,I,Au.,Ea''-Q'w...i,_a.... ._,,:,.. >.:; _:cg. a 'ha.:::3'ns^,--m- .-..:.:.r >..C. t,. >.t, , :•i, s ,F. v _'5, ## .�- ,:*,k,,. )4] 1 r r ana, fi r:Y°, I a a . 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R ; '' _,.:__.. r „__: _....._ , A ..,,v.: ---: _... :.Ya rvea 1:. fi. r -d< ,n:_ ._�,_. =_ ,..» ,- _ :-.' f :r. -; . _ TeedAfaa_4.: t , _ P I - iy1§ =u_ dutrea R 3 4 r, ,:n� -, _-,u 4 ti al fires xres I .e. -fir- _,:_ ,� :.- ..-r ,,. »_ Ti7i31 A1�3 PGYM _ { - :: _.,: �r'W?te Acres - In . . - .,-_;' 9s-: f��- - - I , { 040 -< a „� = 3, ,;x!tV®a r 1 I O19 L •a, _;�.._ .:_ ,'; f a • �, , ,... .:_� �- _ _ i X - __.. rz:w.. n-.:. _... 1 fl,.r1 =.r. 6s...:;. „ ;, '_-:--� ' - l�, - r-$� ! ep _. s:.: �. >n - %*. ,'+,. E ,<,. sf4,.. g... :, ,. I € Jet .�. .., - - 1 �, - _ _.. ;. •.?-::" ., r. ,,. I ,. �•.a; u;`.�. ;'a_.. raze„. ,3:=. ,:,a.,: I y o.�iPf .„., .,.., ` u0 + -, u.n 100 _. ..,:_ -:-. .,_ _,:.,._ ._...._...,... ,_ i �g 3 GRAlBlTOTALSM1F1L17ES 36 57 S7 & 54 a5 " , a I I GRAND TOTALS MINUTES 1"2 20 2a P' 19 1 Pft Y LK7 GRAND TOTALS i� 30 ;JE' 34 A ?. ANIL� 'dli�=i h1AY0.Pd dULAUr3 uEF7CT (UN� GRAND TOTALS .40 79 98 88 JRNFED b9ARAPR MkYLN AlUG "EPOCT Ncvr€C^ � JANI£Ia i,%RAPR,, WYJIRJ d4nlrr 3EPUCT NOV DEC aAN FFF VRR A A ,A,81 JUL ,,EP O3T W)V DES {{l GRAND TOTAL HOURS 021 0.3? 039 0.37 031 O eS GRAND TOTAL HOURS J:�> 0 i1 0E0 D57 0 qi9 Od0 GRAND TOTAL HOURS 08+ 131 i i ;45 124 3 W i GRAND TOTAL HOURS 0..6 0 1,12 t.aC6 U.9D O.7G ibAh - I kbnih I __.._.--_.. ____,-------.�..--lwoh -.-.._,-._._,-,_.__,..-,____...._ NbritF _.,---.__________- ___-_._-_-_. F111111,1101, I _ ____ - 0L 10-s1�s7 Dfft �� SHEET CONTENTS, TICJ S C'rim E"D U L E I � - ------ ----- Revisions: No. Revision Description: BID SET 10 24 05 ® BID SET 03 14 06 A BID SET OS 23 06 RECI__10a�1F n AUG 2 4 'jro CITY OF F'ALld gEc; Uj PL IBLXC .,CRIZ DE!=i These plans have been reviewed*by the Coachella Valley Water District in accordance with Date: 10-24-05 � Water Code Title 7;Division 1, Chapter 3;Article I0.8r Section 65597 et se$a requiring Drawn BY; PM efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: R G � *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls and permanent structures of any kind J® ° ®�'117® may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date. 0 5—,2 3.—®6 I— obtaining an encroachment permit from CVWD. �.:,:. Plan Set: F 11111111111111111 Cal Date CO Water Management Supervisor L — 1 ■F� LU Development Services Supervisor %SHEET 13 OF 24 City of Palm Desert City of Palm Desert City of Palm Desert City of Palm Desert land a r C + west Water Calculation Chart w v Water Calculation Chart Water Calculation Chart - �' Water Calculation Chart - Water Meter # Water Dieter #A4 Water Meter #Al "�-� Water Meter �2 3901 westerly pl. suite 111 newport beach,ca 92660 Maximum Water Allowance (MWA) Maximum Water Allowance (MwA) Maximum Water Allowance (mwA) Maximum Water Allowance (MWA) UC.No.4340 tel:(949)224-0040 Input Zane I�i Inapt Zone In nut Zone Q Inapt Zone 4�_ -� fax:(949)224-0044 Square Footage Calculations Square Footage Calculations Square Footage Calculations Square Footage Calculations Tree&Shrub Square foot 26,500 Tree&Shrub Square foot 10,400 Tree&Shrub Square foot 22,980 Tree&',Shrub Square foot 2.050 Turf Square foot 0 Turf Square foot 0 Turf Square foot 0 Turf Square foot 0 Total Square foot CobbleBoulder 0 Total Square foot C obbletBoulder 0 Total Square foot CSquare footage 0 Total Square foot Cobbiee foots r 0 CONSULTANT O SI 1 T A NT Total Waterfeature Square footage 0 Total Waterfeature Square footage 0 Total Waterfeature Square footage 0 Total Waterfeature Square footage D L✓ �.J 1'1��! Total Landscape Square foot 26,500 Total Landscape Square foot 10,400 Total Landscape Square foot 22,980 Total Landscape Square foot 2,050 Zone No. Eto WaterAdj. Total Conversion Factors Total Zone No. Eta `JUaterAdj. Total Conversion Factors ` Total Zone No. Eta WaterAdj. Total Conversion Factors Total Zone No. Eto WaterAdj. Total Conversion Factors Total Factor Sq.ft. 0.62 748 MVVA Factor Sq.ft. 0.62 748 MWA Factor Sq.ft. 0.62 748 MWA Factor Sq.ft. 0.62 748 MWA ti' ,a 1 57.01 0.5 0 0.62 748 0 1 57.01 0.6 0 0.62 748 a 1 57.01 0.5 0 Q62 748 0 1 57.01 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 ,s, 2 66.82 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 3a 75 0.5 Q 0.62 748 0 r 3a 75 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 3b 88 &5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 q � 4 93.9 0.5 26600 0.62 748 1031.268048 4 93.9 0.5 10400 0.62 748 404.7240642 4 93. 0:5 22980 0.62 748 894 28451t47 4 93-9 0.5 2050 0.6� 748 79.7773395� WATERCONCERN, LTD LANDSCAPEIRRIGATION CONSULTING Estimated Water Use Estimated Water Use Estimated Water Use Estimated Water Use 932 TO COUNTRY ,ORANGE, 9286 �r�a�s3�soss (r'4J s3s-a'ss FAx Total Number of plants 1 157 Total Number of plants [�57 Total Number of plants 267� Total Number of plants (� 35 Number of Batts bywaler use % of Total Landscape Sutlare Footage Narnber of Cants b water use % of Total Landscape Square Footage Ntnnber of tents b water also ° of Total Landscape Square Footage Number of plants by water use 5'0 of Total Landscape Sangre Fm®ta€_ta: 1 Low __ 109 0.694 18398.089 1 Low 41 0.719 7480,702 1 Low 198 0.734 16869.213 1 Low 21 0,600 1230.000 2 Low/Mod 1 0.006 168.790 2 LowJMod 0 0.000 0.000 2 Low/Mod 1 OD04 86.067 2 Low/Mod 0 0.000 0.000 3 Mod 31 0.197 5232.484 3 Mad 11 0.193 2007.018 3 Mod 45 0.169 3873.034 3 Mod 11 0.314 644,286 4 Mod/Hi 0 0.000 0.000 4 Mod/Hi 0 0.000 0,000 4 Mod/Hi 0 0,000 0.000 4 Mod IHi 0 0.000 0.000 5 High a 131.Roo 0.000 5 High 0 0.000 0.000 5 High 0 0.000 0.000 5 High 0 0.000 0,000 3 Low Trees 6 0.038 1012.739 6 LowTrees 2 OA35 364.912 8 Low Trees 8 0.030 688.539 3 Low-Frees 2 0.057 117.143 7 Low"od Trees 9 0.057 1519.103 7 LovviMod Trees 3 0.053 647-368 7 Low/Mod Trees 10 0.037 860.674 7 LowMlod Trees 1 0.029 58.571 UL 3 Mod Trees 1 0.006 166.790 8 Mod Trees 0 D.t000 0.000 8 Mod Trees 0 0.000 0,000 3 Mod Trees 0 0.000 0.000 ad 3 ModdHTree 0 0.000 0.000 9 Mod/HiTree 0 0.000 0.000 9 Mod/Hi Tree 0 0,000 0.000 9 Mod/Hi Tree 0 0,000 0.000 3 High Trees 0 0,000 0.1300 0 High Trees 0 0,000 0.000 0 High Trees 7 0.026 602.472 3 High Trees 0 0.000 0.000 Total 267 Total 35 Total 157 Total 57 22980,000 2050,000 26500,000 10400.000 SHRUBS SHRUBS SHRUBS SHRUBS PlaiwIrrigationSystemType: Zone Irr.Eff. Area Seasonal Plant Factor. Plant/Irrigation System Type: Zone Irr.Eff. Area SeasonalPlardFactor Plarrtflrrigation System Type: Zone Irr.Eff. Area Seasonal Plaid Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Facter, S r ?BtIblDri d 09 16869 1 LowShrttb S r fBub!Dri 4 09 1230 1 LotivShntb Sin Bub/Drip 4 09 1"ll 1 Low�Shrulb S r Bub:'Dri 4 09 7491 1 Low Shrub LO Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Ptarrt area Conversion Factors Estimated Season Zonal Eto P lard Area Conversion Factors Estimated Season Zonal Eto Plant ,area Conversion Factors Estimated T� Value Factor sq.4, 0.62 748 !rd Eff Water Use Value Factor sq.ft- 0.82 748 Irri.Eff. water Use Value Factor sq,It. 0.62 748 Irri.Eff. Water Use Value Factor sq,ft. 0,62 748 Irri.Eff. Water Use "0.69 0,2 7480.702 0.62 748 0.9 2 .51 ' Spring 20.69 0.2 16869.21 0,62 748 0.9 54.29 Spring 20.69 0.2 1230 o.62 748 0.9 4.69 ® rrt� prinLO g 20.69 R.2 18398.09 0.62 748 0.9 94.11 Spring summer 57.29 0.2 16869.21 0.62 748 0.9 178.01 Summer 57.29 0.2 1230 0.62 748 0.9 12.98 Summer 57.29 0.2 1839&09 o.62 748 0.9 194.15 ummer 57,29 0.2 7480.702 0.62 748 0.9 78.94 Fall-Writer 15.97 0.2 18398.09 0.62 748 0.9 64.12 all-%tenter 15,97 0.2 16869.21 9.62 748 0.9 49.62 Fan-winter 15.97 0.2 1230 0.62 748 0.9 a.62 all 1ma.97 0.2 7480.702 q.82 74s 4.9 22.01 T TA0.. 2g1.92 TOTAL 21,29 UTAI 318.30 OTAL 12%A5 P1ant11rrigationSystemType• Zone Irr.Eff. Area Seasonal Plant Factor. Plant/krigationSys tern Type- Zone Irr.Eff. Area Seasonal Plant Factor Plant/IrrigatianSystem Type: Zone Irr.Eff. Area Seasonal Plant Factor. Plant/IrrigationSystemType: Zone Irr.Eff. Area Seasonal Plaid Factor, (J) # W Z Sp �'8a Carl 4 99 1�790 2 Low(fllltd Shrtth S a /Bub74ri 4 09 8ri.067 2 LovtdMod Shrub Spam)Bub/Dri 4 09 0.000 2 LovidMod Shrub �p S l8rrk,'!?te 4 11.9 Q.Qtttt 2 l oa�v�toc�Slirrrtt, Season Zonal Eto ! Plant Area Conversion Factors Estimated Season Zona:Eto Plant area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plaid Frea Conversion Factors EAimated Value Factor ft. 0.62 748 Im.Eff. Water Use Value Factor s-lit 0-I 62 '+48 R Eff neat,. '. a 'value Factor i 3q ft '62 '4R r _off r Vie-°J_c r sq. Value Factor sq.ft. 0.62 748 Irri.Ett. Water pring, 20 B9 0.35 86.06742 0.62 748 0.9 0.67 Spring 20.69 0.35 0 0.62 748 0.9 �a Spring 2USI 0.35 168.7898 o.62 748 0.9 1.13 pring 20.69 0.35 0 0.62 74s. 0.9 > W LL Summer 57.29 0.35 168.7898 0.62 748 D.9 3.12 ummer 57.29 0.35 0 0.62 74s 0.9 Summer 57,29 0,35 86.06742 0.62 748 0.9 1.59 Summer 57.29 0.35 0 0.62 748 0.9 Fa!1-VVirRer 15.97 0.35 168.7898 0.62 748 0.9 0.87 all-Winter 15.97 0.35 0 0.62 748 0.9 all-Water 15.97 0.35 86.06742 o.62 711 0.9 0,44 Fall-Writer 15.97 0.35 0 0.62 748 0.90 [TOTAL 5.11 OTAL 0.00 TOTAL 2,61 TOTAL 0.00 z r , V Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor Plant/krigadon Sys tern Type: Zone Irr.Eff. Area Seasonal Plant Factor. Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor Plant/Irrigation System Type, Zone Irr.Eff. Area Seasonal Plant Factor S r 7BublDrip 4 0.9 5232.494 3 Mort Shrulh Spray/BubMrip 4 0,9 2097.010 3 Moll Shrub Spray! ubeDnp 4 09 3073.034 3 Mod Shruib SprayfBublDrip 4 09 644.296 3 Mod Shrub ift Season Zonal Eto Plant Frea Conversion Factors E dim ated Season Zonal Etc, Plaid area Conversion Factors Estimated Season Tonal Eto Plaid Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Estimated 0.62 748 irn Eft. "vateruse Value Factor sq.ft, 0.62 748 Irri.Eff. WaterUse Value Factor sq.ft. 0.62 748 Irri.Erf, Water Use Value Factor .fi. 062 748 ri Eff- Water-Use Value Factor .1. SQ. pring 20.69 LJL 0.5 387 .034 0.62 748 0.9 36.90 Spring 20.69 0.5 644.2657 O.s2 748 0.9 6.14 Spring 20.69 0.5 5232.484 0.62 748 0.9 49.85 pring 20.69 0.5 200 .018 0.62 748 Q9 19.1 Summer 57.29 0,5 5232,484 0.62 748 0.9 138.04 Summer 57,29 10.6 2007-018 0.62 748 09 52.96 Summer 57?9 0.5 3873,03i4 0.62 748 0.9 102.18 Summer 57.29 0.5 644.2857 0.62 748 0.9 17.00 .111 all-Writer 15.97 0.5 6232.484 0.62 748 R9 38.48 au-VVWder 15.97' 0.5 2007.018 0.62 748 0.9 14.76 all-Winter 15.97 0.5 3673.034 0,62 748 0.9 28AS Fall•VAfirter 15.97 0.5 644.2857 =0.62 748 0.9 4.74 1 I � �^ TtaTAL 220i 7 OTAL 8fI,83 TQTAt 167L6 TOTAL. 27A7 W v� PlantfkrigatiDnSystemType Zone Irr.Eff. Area SeasonalPlarrtfactor. Plant/Irrigation System Type: Zotte Irr.Eff. Area SeasonatPfanlFactor. Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant factor _ Plant!hrigadlon System Type. Zone Irr.Eff. Area Seasonal Plant Factor S r /ft11419171 4 02 0.000 4 Mod.fli h Shrub S r /BtlbaDri 4 09 0.000 4 MottlHi h a�hrarb S r !BrrbjT)ri 4 09 0.000 4 ModJNi h Shrub 0 VJ W . S :`Otlb.�ri a 09 0.00@ 4 Moc#;tti It Shrink season Zonal Eto Plard Area ConwraanFac_tors Estimated Season Zonal Eta Plant area Conversion Factors Estimated Season Zonal Eto Ptarrt Area ConvefsionFactors Estimated Season Zonal Elio Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.62 748 li-6.Eff 1�faterUse Value Factor sq,ft, 0.62 748 Irrt.Ett- Water Use value Faetnr �.ft. 0.62 748 Irn.Eff. Water Use Value Factor aa.ft. 0.62 748 Irri.Eff. lWaterUse Spring 20.69 U.65 0 0.62 748 0.9 Spring 20 19 Q.85 Q' 0.62 748 Q. Spring 20.69 0.65 Q O.6z 748 D.9 pring 20.69 .65 o.6z 7a8 _ J summer 57,29 0.65 0 0.62 748 a.9 Summer 5729 0.65 0 0-62 748 R9 Summer 67.29 0.66 0 0,62 748 0.9 Summer 57.29 0.65 0 0.52 748 0.9 an-winter 15.97 D,65 0 o.6z 740 0.9 all-winter 15.97 0.65 0 n.s2 740 0.9 -------- Fall-winter 15.97 0.65 0 0.62 748 0.9 Fall-winter 15.97 0.65 0 0.6 2 740 0.9 TOTAL 0.0 TOTAL ,._.-.-. .0 T CST lA _ 0.0 TOTAL O err Plantflrrigation System_T Zone In',Eff. Area Seasoned Plard Factor: Plantdlrrtgatlon tern Typre! Zone Irr.Elf. Area Seasonal Plant Factor: PlantArdSation System Type: Zone In'.Eft. Area Seasonal Plant Factor. Plariffi rigation System Type: Zone Irr.Eff. Area Seasonal Plant factor: J Spr ubMrip 4 0.9 0.000 5 I°Ogh Shrub S r ub 4 0,9 0.000 5 1-H h Shrub SpraylBubMdp 4 0.9 0.000 5 High Shrub SprayfBubMdp 4 0.9 0.000 5 Mgh Shrub Season Zonal Eto Plant Area Estimated Season Zonal Elo Plant Area Estimated season Zonal Eto Plant Area Estimated Season Zonal Eto Plant Area Estimated Value Factor s ft 062 74R irri Fff Water Use � � Value Factor sq,ft, 0.62 746 Irri.Eff. Water Use Value Factor sq ft 0.62 748 irri.Eff. Water Use q Value Factor sq.ft 0 6 48 Im Fff nt#Pr I i.se Spring 20.69 0.8 0 0.62 71,18 0.9 pr ng 0.69 0.8 0 6 4 i O,g spring 20.69 0.8 0 0.62^. 748 0.9 Spring 20.69 0-8 0 0,62 748 0.9 1 z summer 57.29 0.8 0 0.62 748 0.9 ummer 57.29 0.8 0 0.62 748 0.9 summer 67.29 0.8 0 0.62 748 0.9 summer 57.29 0.8 0 062 140 0.9 -00 Fair-Winter 15.97 0.8 0 06,) fr'j 0.9 Fall-winter 15.97 0.8 0 0.62 740 0.9 Fan-winter 15.97 0.8 0 u.6z 40 0.9 +all-winter 15.97 0.8 0 0.62 748 0.9 TOTAL 0.0 TOTAL 0.0 TOTAL 0.0 TOTAL. 0.0 TREES TR EE9 TREES TREES Uj Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plartllrriga6an Syst�rr Type: Zorn In'.Eff. Area Seasonal Plant Factor: Plantllrrigation Tie: Zone Irr.Eff. Area Seasoned Plant Factor: S r ubfOt'I 4 0,75 688,ti39 B Low Tree S,rayfBu 1p 4 0.75 1012.739 a Low Tree S r ubf04i 4 0.75 364.df12 0 Low Tree P P SprayMubllhip 4 0.75 117A43 6 Low Tree ML Season Zonal Eto Plant Area Conversion Factors Esttinated Season Zonal Eto Plant Area Conversion Factors Estimated Season ZOnatEto Plant Area Conversion Factors Estmated season Zonal Eto Plant Area carrrersianFactors Estimateo Value Factor sq.ft. 0.62 748 irri.Err. Weser Use Value Factor sq rt 0.62 f48 Irri.Eft. water Ilse Value Factor s'q.tL 0.62 748 rri.Err. water Use Value Factor sq,ft. 0 62 ?48 Irri,Eff Water U se Spring 2 2 5 0.62 748 1 Spring 0. 99 0.2 1012.7"s9 0 62 748 0.75 4,6 Spnng 0. 3 2 0 62 748 7! p 9 ___ Spring 20.69 0.2 117.1429 0 G2 748 0.75 0.5 summer 57.29 0.2 1012.739 0.62 748 0.75 12.8 summer 57.29 0.2 354.9123 0.s2 7as 0.75 4.6 summer 67.29 0.2 688.5393 w52 748 0.76 8.7 summer 57.29 0.2 117.1429 0.62 748 0,75 1.4 Fall-Winter 15.97 0.2 1012.739 062 748 0.75 3.5 au-Winter 16.97 0.2 364.9123 0.62 748 0.76 1.2 Fail-winter 15.97 0.2 688.5393 a.62 ;4u 0.75 2.3 Fall-Winter 15,97 0.2 117.1429 as2 4t3 0.75 0.41 TGTAL Z1.0 TOTAL 7.5 TOTAR 14.3 TOTAL 2. Plantlinlgatlon System Type: Zone ter.Eff. Area Seasoned Plant Factor: PlanttUdga"on System Type: Zone Irt°.Eff, Area seasonal Plant Factor: Plarrtllrrigatia�n System�+pe: Zone Irr.ELT Area Seasonal Plant Factor: Plam/1rrlgatlon systesn Zone Irr.Eff. Area seasonal Plant Factor: Sprayleubfl rip 4 0.75 1619.10t3 7 Law f Mod Tree S r ubll i 4 0.75 547.360 7 Lowf Mod Tree S r BubiDri 4 0.75 SM.674 7 Lowf Mod Tree Spray/Bubfarip 4 0.75 58.571 7 Low l Mod Tres Season Zonal Eta Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto `Plant Area uonversion Factors Estimated season Zonal Eta Plant Area k-unversronFactors Estimated AI a !rLEtr. Waterllse Value Farh�r s ft 0-G2 748 rrLEff A'aterUse Value Factor sq.ft. q. Value Fartnr sq-ft- 062 748 Irri.Efr. +tv'ater Use \labia Facrnr �; l� !l 6? 74F Irri Fff 'J'dater rice Spring 86 0.62 748 b. 7• �t34 Spring 151 0,62 748 1 ,1 Spring 0.62 748 4.3Spring o 62 48 -4 summer 50.69 0.35 1519.108 0.62 748 0.75 33.6 summer 57.29 0.35 547.3684 o.62 748 0.75 14.1 Summer 57,29 0.35 860.6742 C G2 7-fo 0.75 19.0 summer 57.29 0.35 58.67143 0.62 748 0.76 1.3 Fall-winter 15.97 0.35 1519.108 0.62 748 0,75 9.3 Fan-winter 15.97 0-36 547.3684 0.62 748 0.75 3.3 Fall-winter 15.97 0.35 860.6742 0.62 74e 0.7a 5.3 Fan-winter 15.97 0.35 58.57143 0.6z 748 0.75 0.3 TOTAL 55.21 TOTAL 19.8 TOTAL 31.2 TOTAL 2.1 10-91-07 Plantllydgation system Type: Zone ter.Eff. Area seasonal Plant Factor: Plm flyd ation System Type: Zone Irr.Eff. Area Seasoned Plant Factor: I o Plantflyd�ation 3 Zone Irr.Eff. Area Seasoned Plant Factor: Plantilr3tgadorr 5yste'n Zone Irr.Eff, Area Seasonal Plant Factor: � S r ub/Dd 4 0,75 168.790 s Mod Tree Spiral BubWd 4 0.75 0.0W 8 Mod Tree S r ubflklp 4 0.75 0.0w 8 Mod Tree S r iubfDri 4 0.75 0.000 8 Mod Tree season Zonal Eta Plant Area conversion Factors Estimated Season Zonal Elo Plant Area ConvereionFactars Estimated season Zonal Eto Plant Area conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated `d°P CA�r� Value Factor sq ft O6? 749 Irr!.Err. water Use Value Factor s R. t)6? 748 irri Eff �.Narernfse Value Factor =t r? 062 'a4 l:ri Eir '�J�err.tse Value Factor sq.tt. 0.62 748 Ird.Efr. water Use y!" ,pa pring .6 1 0.62 748 5 1. Spring 0.62 748 0.70 Spring t1.62 ?48 Spring .6 . 0 62 748 .t , Summer 57.29 0.5 168.7898 0.62 748 0.76 5. Summer 5T29 0.5 0 n-62 748 0.75 Summer 57.29 0.5 0 0.62 4n 0-75 Summer 57.29 0.5 0 0 62 748 0.75 Fall-winter 15.97 0.5 168.7898 0.62 148 0.75 1.4 all-Winter 15.97 0.5 0 0 A2 748 0.75 Fall-winter 16.97 0 5 0 0.62 748 0.75 Fall-winter 15.97 0.5 0 0 62 746 0,75 TOTAL 8.7 TOTAL 0.0 Ti,TAL -o TOTAL ®.o S CONTENTS: Platltflydgation System Zone Irr.Elf', Area Seasoned Plant Factor: Plantflydgattion System Zone Irr•Eff. Area Seasonal Plant Factor: PlantArrigation&IStem Type: Zone In-,Eff. Area seasonal Plant Factor: Plantllrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spiral ubM,d _ 4 0.75 0.� 9 Modtl-ligh Tree 5 r Subl*i 4 0.75 0.t� 9 ModifMi h Tree Spra Bubft3ei 4 0.73 0.000 9 ModtEli€Rh Tree Spr ubli0ri 4 0.75 0.0� 9 ModlHi h Tree f (%A" season Zonal Eta Plant Area conversion Factors Est�matea Season Zonal Eto Plant Area Conversion Factors Estimated season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eta Plant Area Conversion Factors Estimated q 7 ;r.,_ Value Factor sq.ft OG T Value Factor sq,tt, 1162 148 Irri Ett Water l-lea Value Factor sq ft_ 0 62 148 Irri Fff Water Use prin r 57'29 0.65 0 0.62 748 0 75 Summer 5729 0.65 0 0 62 748 rri.Eft. Water Use i Value Fay_ot 1 0 6? �I f e � Spring 0.62 74B Spring 0€i'2 74R Spring 0.6 0 0.62 t4s 0. pring ns2 74tt ER USAGE S, 2 2 740 0.75 Summer 57.29 0,65 0 0.62 748 0,75 summer 57.29 0.65 0 0.62 748 0.75 Fall-winter 15,97 0.66 0 0,62 -140 0.75 all-winter 15.97 0.65 0 0 62 748 0.75 Fall-Winter 15.97 0.65 0 0.62 748 0.75 Fall-Winter 15.97 0.65 0 o.s2 r48 0.75 TOTAL 0.0 TOTAL 0.0 TOTAL 0®0 TOTAL 0.0 Plana irrigation System Type: Zane Irr.Eft. Aroa Seasonal Plant Factor: Plantlirri ation 5y em Type: Zone Irr,Eff. Area Seasonal Plant Factor: Plantflrriigat6on SystEbtl Zone Irr,Eff. Area seasonal Plant Factor: Plarrtflrrlgatlon Systrlarr Zone lrr.Eff. Area Seasonal Plant Factor: -�- Spiralubmrip 4 0.75 0.000 10 FO h Tree S r Bubitkl 4 0.75 0.000 10 Ftl h Tree S r SubAXi 4 0.75 602.472 10 High Tree spiral fSubfllrip 4 0.75 0.000 10 tell h Tree Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area GunversiunFacturs Esurated Season Zonal Eta Plant Area conversion Factors Estimated Season Zonal Etc Plant Area Conversion Factors Estimated Value Factor sal ft n62 748 rri Eff 'W;#Prllse Value Factor q ft 062 ?48 In1 Fff Watertrsp Value Factor �q P 0.62 '1n Fff at l4- Value Factrcr ss. ft 7 62 748 Irr7 Eft 'Water Use Spring U.62 f48MOROI Spring 0 U. Me 0.ea Spring 0. 8 0.62 746 1, Spring e 062 748 summer 57.29 0.8 0 ri 62 746 0.75 summer 57.29 0.0 0 0.62 748 0.75 Summer 57.29 0A 602,4719 n k,'2 4; 0.75 30.5 Summer 57.29 0.8 0 0 62 748 0.75 1 11 Fall-Winter 15.97 0.8 0 0 62 ?48 0.75 Fall winter 15.97 0.8 0 0-62 748 0.75 Fall-Winter 15.97 0.8 602,4719 0.62 748 0.75 8.51 Fall-winter 15,97 0.8 0 0,62 748 0.75 TOTAL 4.0 TOTAL 4,0 TOTAL 50, TOTAL 0.0 Revisions-. Total Tree Arid Shrub 634.86 Total Tree And Shru , 243.75 Total Tree And Shrug 557.71 Total Tree And Shrub 53.72 No. Revision Description: Platttflrrt anon tam T Zone Irr,Eff. Area Seasonal Plant Factor: Plantlirri ation S ern T Zone trr.Eff. Area Seasonal Plant Factor: Plantllrrigation System Type: Zone ter.Eff. Area Seasonal Plant Factor: Plarttflydgation System Tyne: Zone Irr.Eff. Area Seasonal Plant Factor: g ype- g S r 13ublt?ri 4 0.6 a 11 Tub s ra Bubtl3ri 4 0.6 0 11 Turf BID SET 10 24 05 S r ubl[1ri 4 0.6 0 11 Turf S ra Subl�i 4 0.8 0 11 Turf Season Zonal Eta Plant .Area Conversion Factors Estimated season Zonal Eto PlanL Area 4,anVer3iwl` ctUts Estimated season Zonal Eta Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated BID SET 03 14 O6 Value Factor sq.ft. 062 748 Irri.Eff. Water Use Value Factor 5q.ft. 0.62 748 irri.Elf. weer Use Value Factor sq ft 0.62 748 Irri Fff r.>ttahr'.lse Value Factor :;q.ft 062 748 Irri.Eff. water Use Spring 20.69 0.76 0 0.62 ;48 0.6 Spring 20.69 0.7 0 ffs2 74°} 0,6 Spring 20.69 0.76 0 0.62 746 0.6 Spring 20.69 0.76 0 0.62 748 0.6 [� BID SET 05 23 06 Summer 57.29 0.6 0 0.62 748 0.6 Summer 57.29 0.6 0 0.62 748 0.6 summer 5729 0.6 0 O E2 0.6 Summer 57.29 0.6 0 O.G2 74s 0.6 Fall Winter16.97 0.76 0 062 748 0.6 Fall-Winter 15.97 0-76 0 0.62 748 0.6 Fall-Winter 15.97 0-76 0 0.62 748 0.6 Fall-Winter 15.97 0.76 0 0s2 748 0.6 TOTAL 0.0 TOTAL 0.0 TOTAL 0,0 TOTAL 0,0 i�EC E.i ,��'"� Total Turf 0,00 Total Turf 0.00 Total Turf 0.00 Total Turf 0.00 A.UG ? -.4. Plantllrrigation System Tom: Zone Irr.Eff. Area Seasonal Plant Factor: PIatlVirdgation Systerrn Type: Zone Irr.Elf Area Seasonal Plant Factor: Cif r :;t .•>:r +01EIS Al Plantllrrigation System Type: Zone Irr,Eff. Area Seasoned Plant Factor: Plantllydgation Syst Zone Irr.Eff. Area Seasonal Plant Factor° Uj Waterreature 4 1 0 12 Moving Waterfeature 4 1 0 1Z Movi Waterfeature 4 1 0 12 Morn VUaterfeahare 4 1 0 12 Moving Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area Conversion Factors Estimated Season Zonal Eto Plant Area CowerslonFactors Estimated Season Zonal Etc Plant Area conversion Factors EstimareCl Value Factor sq.ft. 0.62 748 Irri.Eff, Water U se Value Factor sq,ft. 0.62 748 irri-Eff. water Use Value Factor sq ft. 0.62 74R Irri Eft w4er Use Value Factor sq.ft 0 62 748 Irri.Eff Calf der rJ se Spring 20.69 1.2 0 0.62 748 1 Spring 20.69 1.2 0 0.62 746 1 Date-.Spring 20.69 1.2 0 O s2 Sae 1 sprng 20.69 1.2 0 o.t;2 +'4s 1 � 1 0-'2�•^` Summer 57.29 12 0 0 62 74a 1 summer 57.29 1.2 0 0.62 748 1 These plans have been reviewed by the Coachella Valley Water District in accordance with 05 summer 57.29 1.2 0 o.ez 748 1 Summer 57.29 9.2 0 0.62 748 1 _,a ~! Falb-ddlnter 15.97 12 © 0.62 748 1 Fall-Winter 15.97 _-12 _ r, n-62 748 1 Im 3'1-Nnrer 15.97 1-2 0 , fie alr-wrier 15.97 7.2 a nG7 -T f Water Code Title 7, iQ ision 1, Chapter 3,Article 10.8, Seelig 88,597etseq. regaining Drawn B PM 1�1 TOTAL 0.0 TOTAL 0.0 By: TOTAL 0.0 TOTAL o,o efficient landscape and irrigation design in cooperation with local goveming agency(City or Total Waterfeature 0.00 Total Waterfeature 0.00 County). Checked R G 1` Total Waterfeature 0.00 Total Waterfeature 0.00 *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Total Estimated Walter Use 634.86 Total Estimated Water Use 243.75 Total Estimated Water Use 557,71 Total Estimated Water Use 53.72 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Job #: 03-1170 may not be planted or installed in CVWD and USBR easements or right-of-way without first THIS WATER USAGE CHART REFLECTS THE PROPOSED UPGRADE TO COOK STREET MEDIAN obtaining an encroachment permit from CVWD. Plot Date; 0 5-23-0 6 ISLAND AREA ONLY. Plan Sete F IC Date M CC Water Management Supervisor L - 1012 z Development Services Supervisor SHEET 14 OF 24 LL i I TREE LEGEND land a rc { west SYMBOL NAME QTY. SIZE REMARKS WATER USE 1 0 ACACIA SMALLII 24" BOX MULTI-TRUNK 5 L 3901 westerly pl. suite 111 newport beach,ca 92660 �A..! LIC.No.4340 O f 24" BOX STANDARD SINGLE TRUNK LIM tel:{(49)�2240040 f 0ACACIA STENOPHYLf� 2 fax: 949 224-0044 t ( SHOESTRING ACACIA ` V I ACACIA WILLARDIANA ( � ) 1 24" BOX STANDARD SINGLE TRUNK Lf M �--' PALO BLANCO U- �, ' 1 24" BOX CONSULTANT (� ' 1�eclltv CERCIDIUM HYBRID MULTI-TRUNK L F, DESERT MUSEUM 48" BOX J SHRUB LEGEND i SYMBOL NAME QTY. SIZE REMARKS WATER USE B AGAVE DESMETTIANA , „ �C � s � AGAVE 6 5 GAL 4 -0 O.C. M I I `-- EI) AGAVE PARRYI VARIEGATA 14 5 GAL 2'-0" O.C. L I' mok -� PARRYS AGAVE ¢ DASYLIRION WHEELERI 5 GAL 6'-0" O.C. L ,� DESERT SPOON 8 f �. `\ REDHESPYUCCAE PARVlFOLIA 32 5 GAL 4'-0" O.C. L BOUGAINVILLEA " B t 1 GAL 8 -0 O.C. . ROSENKA M ti MIN 8 HT f E) � FOUQUIERIA SPLENDENS ALL CANES , f9 OCOTILLO t MIN 8 8 -0 O.C. L GROUNDCOVER LEGEND I SYMBOL NAME QTY. SIZE REMARKS WATER USE LANT'NEWANA GOLD'ONTEVIDENSIS 14 1 GAL 6'-0" O.C. M LANTANA MONTEVIDENSIS ,f 3 PURPLE TRAILING LANTANA 1 1 GAL 8 -0 O.C. M LO r PALM MULCH SEE NOTE ON SHEET �s T_ A z j LO ROCK LEGEND W I / SYMBOL NAME QTY. REMARKS DER ALL PLANTING AREAS, 2" / 3 8 MINUS 11% FINES �" COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE I AND VIBRA PLATE > W r 1 03"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE DC J 2 —3 BOULDER 51 SEE CONSTRUCTION MATERIAL SCHEDULE -- W B 3'-4' BOULDER 90 SEE CONSTRUCTION MATERIAL SCHEDULE Z > o / � �oj , Um W w ((� PLANTING NOTES: LIL Bl > U, 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" 0 swr PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING NOTE SHEET. / J < MEDIAN NOSE ONLY. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR / TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL COBBLE SET IN MORTAR, BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. CL CITY STANDARD DETAIL, ql;k z I SHEET 2.07, DETAILS 8 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 29:. r 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR LLJ j I AND 9 ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. J co I I � . ' 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). ' Icc 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. ML LL f _ AREA OF RESPONSIBILITY LEGEND ,I I� SYMBOL DESCRIPTION 4340 < COMMON AREA / JOINT COST AREA INCLUDES ALL s►�u`® ' 10 , 10 ® I CURB WORK UNLESS OTHERWISE NOTED (p �eee 'T DIRECT RETAIL COST AREA INCLUDES ALL AREAS -9`�,� '% j ■■■■■■■■■■■= FROM BACK OF CURB TO BUILDING FACE UNLESS �Op CA�OF OTHERWISE NOTED I �\ 1 ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET SHEET CONTENTS; CURB AND ALL PERIMETER STREET MEDIAN ISLANDS N.A.P. - SEE DIRECT RETAIL ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, r �� k PACKAGE, SHEET L-3.®� COLLEGE DRIVE AND TECHNOLOGY DRIVE. ® PLAN IL I DIRECT OFFICE COST AREA INCLUDES ALL AREAS ®'■■ �'■■■''■ FROM BACK OF CURB TO BUILDING FACE UNLESS I < OTHERWISE NOTED I ED i Revisions: No. Revision Description: I BID SET 10 24 O5 ' BID SET 03/14/06 ® BID SET 05 23/O6 t 1 WALL AND BARRIER RAIL REVISIONS i MEDIAN NOSE ONLY. AUG 2 M06 ' COBBLE SET IN MORTAR, � t' ITY OF PALIQ DE'�EPT CITY STANDARD DETAIL, C SHEET 2.07, DETAILS 8 B AND 9 if';` 4 10'—2 4--0 5 Drawn BY:y SC/'BG/AA 4 < �.; ,f, Checked- TJ TA a 1 MATCHLINE T ����. � �.Y�, ��-� , .��� �;� Job �= 03 1170 SEE SHEET L 2 . 2 Plot Sato: 05/23/0 6 s n d Plan Sets I= i i KEY PLAN-NOT TO SCALE 0 0 10 20 40 6=F I '01 C1. L - 2 . ��SCALE® 1 "=20' —O" SHEET 15 O 24 f i MATCHLNE SEE SHEET B VXTREE LEGEND land arc + west I ' C " SYMBOL NAME QTY. SIZE REMARKS WATER USE ACACIA SMALLII f 6 24" BOX MULTI—TRUNK L NCN 3901 westerly pl. suite 111 g newport beach,ca 92660 LIC.No.4340 ° ( j ACACIA STENOPHYLLA 1 24" BOX STANDARD SINGLE TRUNK L/M tel:(949)224-0040 SHOESTRING ACACIA fax:(949)224-0044 t I � i CERCIDIUM FLORIDUM i BLUE PALO VERDE 3 24" BOX MULTI—TRUNK L O � • CERCIDIUM HYBRID 1 24" BOX MULTI—TRUNK L B CONSULTANT DESERT MUSEUM �BCERCIDIUM o j Z7 g SONORAN PALOECOX VERDE' 1 24" BOX MULTI—TRUNK L C CHITALPA{ CHITALPA TASKENTENSIS 1 24 BOX MULTI—TRUNK M ! — SHRUB LEGEND - {g QTY. SIZE REMARKS WATER USE SYMBOL NAME AGAVE DESMETTIANA „ 4. O O AGAVE 13 5 GAL 4—0 O.C. M ° AGAVE PA VARIEGATA " PARRYS AGAVE 14 5 GAL 2 —0 O.C. L OAGAVE VILMORINIANA OCTOPUS AGAVE 1 5 GAL 5'-0" O.C. L BOUGAINVILLEA 6 1 GAL 8'-0" O.C. M BARBARA KARST j 11 5 GAL 6 —0 Q.C. L DASYLIRION WHEELERI " DESERT SPOON MIN 8 l FOUQUIERIA SPLENDENS CANES , OCOTILLO 4 ALL CANES 8 —0 O.C. L B HESPERALOE PARVIFOLIA Q RED YUCCA 31 5 GAL 4'-0" O.C. L x LO BOUGAINVILLEA " 2 1 GAL 8 —0 O.C. M ROSENKA B> LO " ! --- CAESALPINIA PULCH£RRIMA " "� RED BIRD OF PARADISE 5 5 GAL 8 —0 O.C. M T® N.A.P. '" SEE DIRECT RETAIL AILi' LEUCOPHYLUM LANGMANIAE 'RIO BRAVO , 2 " S 0 5 GAL 6 0 O.C. L/M y W z PACKAGE, SHEET IL-3.02 RIO BRAVO SAGE GW �� ..� a ! � am LU � aaaaaaa� � aaaaJ ® GROUNDCOVER LEGEND ' - E SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTJ vB ,. LM EWANA GOLDCNTEVIDENSIS 25 1 GAL 6'-0" O.C. M LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA g 1 GAL 8'-0" O.C. M W Uj i W Im SEE NOTE ON SHEETLIJt PALM MULCH4< -- - VINE LEGEN Uj D LLI- AIr SYMBOL NAME QTY. SIZE REMARKS WATER USE LL. MACFADYENA UNGUIS—CATI J - —- ® CAT'S CLAW 1 15 GAL ESPALIER L �B; pp�� i.i. /yam ROCK LEGEND PLANT COON' IS PER SHEET z NANL L.� I / I SYMBOL NAME QTY. REMARKS Vj 3 8 MINUS 11% FINES U. U DER ALL PLANTING AREAS, 2" ' COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE �■ AND VIBRA PLATE AREA OF RESPONSIBILITY LEGEND aJ 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE SYMBOL DESCRIPTION J 2'-3' BOULDER gg SEE CONSTRUCTION MATERIAL SCHEDULE COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTE® / / -- W B SEE CONSTRUCTION MATERIAL SCHEDULE 3 —4 BOULDER 34 " DIRECT RETAIL COST AREA INCLUDES ALL AREAS \ SEE CONSTRUCTION MATERIAL SCHEDULE FROM BACK OF CURB TO BUILDING FACE UNLESS 4'-5' BOULDER 3 j OTHERWISE NOTED :, ASSESSMENT DISTRICT INCLUDES AREA FROM BACK -_ OF WALK TO BACK OF CURB OF PERIMETERSTREET PLANTING NOTES: CURB AND ALL PERIMETER STREET MEDIAN ISLANDS - 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" \ ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL PLANTING NOTE SHEET. / 4aa COLLEGE DRIVE AND TECHNOLOGY DRIVE. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR DIRECT OFFICE COST AREA INCLUDES ALL AREAS MEDIAN NOSE ONLY. TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL � ® ! FROM BACK OF CURB TO BUILDING FACE UNLESS ' , ? COBBLE SET IN MORTAR BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. '®weiD4aa OTHERWISE NOTED I; : t. PER CITY STANDARD 3 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. Nl. / TA SHEET 2.07 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR r">" DETAIL,L, H EE F ALL TREES. C�1.® r r DETAILS S AND 9 A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI — 949.766.7457 z (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). SHEET CONTENTS.' 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE / UTILITIES. PLANTIONG 0 I � � �e' r� � .,� ''' �7 c C � " PLAN _j 7 7___jj_ 7- 7 7 C LJ ='"/ 77 ' W . C No. Revision Description: PlRL aae alsr .._ ar s... ' PER BID SET 10 24 O5 " le CONCR TE PAVING U ,�:, DETAIL 10, SHEET 03 14 06 —LLJ - i 2 _� __ _ �® L-2.07 BID SET lJ d B [� BID SET 05/23 06 C�® 1 WALL AND BARRIER RAIL W REVISIONS 7— PLANTING IN THIS MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED RE C _I v _ COOK ST. MEDIAN PLANS PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. APPROVED PLANS SHALL BE VERIFIED THROUGH SPENCER KNIGHT AND DIANE HOLLINGER AT THE CITY OF PALM DESERT AUG 2 4 21050 (760)346-0611. CONTRACTOR SHALL PROVIDE A BID NUMBER TO IMPLEMENT THE APPROVED PLANS COOK STREET AND A BID ALTERNATE NUMBER TO INSTALL THE PLANT MATERIAL SHOWN ON THE CONCEPT PLAN. F, \ CITY OF fa:fa CESE�?r m " s ak "mane am No's omaimu u"alks" now-am N o d 1wm ati mmwe @eNava*ft om m e lown a wanksmalpoftmmpp Ektw YkV mussps Newsomlltl���Vt�'g a noa�6K 9Mi@mi`�am N*4Km mW!#..�Mwsm,4xwftw'mea170A*a Cwwm K 1% ;,1.'1-1 �; '\, - •,. ' ! '+sm♦.a�s !nac, rewrrerwlsacra€ a� �.iscs�s,ea�aew,tr� w\weat��ac.eaoaa ♦spa! ♦r.smtae !etswlsec\ms �.pe2mn � aYrpxamxx\envl .� �cros♦a. ipmeoge� �ae�se �as ♦ �mae, �eE�ewrs�s�mxnstwe€�avasxaaatrnr�s�ysreer+� ae. �e wrye i ; U \ , \ \ . \ \ \ `, � :)� A. ,�\��"�4��L� PUBLIC VdCiFii+�DE:', — \ \ \ \ C \ \ \� 1' r s Date" 1 \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ '\ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \\ \ \ .\ 9p t II �f, q , �.� r f f1 \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \\ \ \ \ i' / /ry r 1 \ \ z a i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Drawn By; BG/AA \ IC7\ \ \ \ \ \ \ \ \\ \ \ \ \ \\ • \ \ \ \ a \\�✓ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 03 Plot Date: 05/23/06 �- �+ _ Set® F \ \ KEY PLAN—NOT TO SCALE \ \ `\ \ �l ra ma weWv;e�awulaws o a'smamma manIN���♦�'al��� �e�wkvmltewm awl�a�lam!�kc�asu��eNwautm♦Nmn �a€UNNwNsoma�aama! mkom♦moaimownsankkanreakaRemit sus�nl!�������makenoNioo*no=bmaxmi`om ambumm�eilt& aA:Al mamw!�v.�s�*♦***Noah*Nomwa€nWWW.,�a�e�aa:�♦�n♦meeNowW`r�rraamrxwww ww "a�m� fma aswartr��te��`�a€��l� taexma�mNo"wwavm`xsomm0'aamm�an"MmEmWu���♦`wwarm`��c��ti�s�`����r�'�aftem'e at*o'saw�it�Y.ae����t���m"Numam'sallo Q ,�Q 20 40 L 2 I SCALE: 1 " =20' _0" SHEET 16 OF 24U I land arc + west TREE LEGEND 3901 westerly pl. suite 111 newport beach,ca 92660 SYMBOL NAME QTY. SIZE REMARKS WATER USE LIC. No.4340 tel: (949)224-0040 0 CHITALPA TASKENTENSIS 1 24" BOX MULTI—TRUNK M fax: (949)224-0044 CHITALPA SHRUB LEGEND �+ SYMBOL NAME QTY. SIZE REMARKS WATER USE CONSULTANT AGAVE BOVICORNUTA COWSHORN AGAVE 4 5 GAL 4'-0" O.C. L ® AGAVE PARRYI VARIEGATA 6 5 GAL 2'-0" O.C. L PARRYS AGAVE DASYLIRION WHEELERI DESERT SPOON 15 5 GAL 6'-0" O.C. L MIN 8'HT j OCOTILLO 1 MIN 8 8 0 Q.C. L FOUQUIERIA SPLENDENS ALL CANES CANES N.A.P. - SE DI RETAIL PACKAGE, SHEET L-3.0 RED HESYUCCA PARVIFOLIA " - 25 5 GAL 4 -0 O.C. L '/ r GROUNDCOVER LEGEND n ('''� SYMBOL NAME QTY. SIZE REMARKS WATER USE ' 77777 `� _ r i LANTANA MONTEViDENSiS 2 1 GAL 6'-0" O.C. M �--- — NEW GOLD L� PALM MULCH SEE NOTE ON SHEET --_ -- L_ L1Li r ° M . - , ROCK LEGEND m. B SYMBOL NAME QTY. REMARKS n B ® ® 3 8 MINUS 11% FINES U DER ALL PLANTING AREAS, 2" I L1.1 � SEE CONSTRUCTION MATERIAL SCHEDULE 410 war p p �� COMPACTED DEPTH, TO BE WETTED AND VIBRA PLATE LO Z 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE J SEVEN EXISTING WASHINGTONIA FILEFERAS199h.00 �® LO IPLANTING IN THIS MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED (PROTECT IN PLACE). EXACT LOCATION OF = 2'-3' BOULDER 54 SEE CONSTRUCTION MATERIAL SCHEDULE T® PALMS TO BE VARIFIED IN FIELD BY j l COOK ST. MEDIAN PLANS PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. APPROVED PLANS CONTRACTOR. `J SHALL BE VERIFIED THROUGH SPENCER KNIGHT AND DIANE HOLLINGER AT THE CITY OF PALM DESERT COOK ®® STREEET (760)346-0611. CONTRACTOR SHALL PROVIDE A BID NUMBER TO IMPLEMENT THE APPROVED PLANS (� 3'-4' BOULDER 10 SEE CONSTRUCTION MATERIAL SCHEDULE AND A BID ALTERNATE NUMBER TO INSTALL THE PLANT MATERIAL SHOWN ON THE CONCEPT PLAN. Uj z - *awe .k. add RY« dl m'7 !! wasa i9M R drwdB dA Cr wwuw mWEM aroma mNomo,ma ON 000..a *%onSOWN NN!l,A.a aim wiss We mH'fmmum1zsatWWWR.NOa*sawwlwww*a Ka am Mao weew as LL571LLYd1Y.T[OWdY 'ax'M Wml ie�l l6�wsiltlm�m'i�i'�iF wl BYsail we 9ti616[TX�@Yffi.Y[����.BS�oF+�S,@9[6LF 1�'lk��BS�-�1F 3i 1F 16.i�6iaf lX.%�EtffilY.i§3ib�►(�'��� PLANT i�OUI�� I'� PER J/7GLT '9F m4F:i: NkmM ml.mmfs°m W?1.514 5U d['.�l W$SRE di dFm wR wimwl wf%'d:mWN m*MUN OE*WON w*.ww**Ww oWNO on WK!x WwAFd1Ed*Rwitwlm6&a di w!m8Emf5MMi sy dk wlm MONOMUMAN w Mmgff Ana .n�ld w3 w$48)9 RE aF$�9d Tk � dl ■C #� R, <. � 0. � R \ \ \ \ \ \ \ PLANTING NOTES: IL Lni 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" � PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING im 0 0 NOTE SHEET. �\ \\ m 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR W 0° _ TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK, ANY DESCREPANCIES SHALL \` \ \\ \\ - °\\ \� \� \\ \\� \\\ , , BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. LL a: \ \\\ �} \ �\ �` U \ \ \ m \\\O\\ o\ \\ Q m \ \. '\ \J 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. W \- - ---�--- - - - - -- - - TRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FORLiu \ \\ \ s�^^ 4. THE CON G R U VJ \ ALL TREES. \ \ , ID` dYcO Sd wR @'�ffi E4 m CS wi.. .. .. ... .. ... .., ..: .., .R. .. .,... . d x . � Uj - � _ z ., agl ..,J ..# ..; ....,.�„ ., _ .� 3i R�C%2a E+P9`ffi HlmwF�rRI TJ. R Ode mi dF m. rx�s �s,,,��. �.�ta�e\.�a�r�...�sc.�r�a.�..c�v+s.drs\.Sul c, .c r.s�t<ae a\i a.r�xzn�e�»rs n. d :a a,�a*r.��a,�.�a.a.��#�� �;;+���%rt�r�� R ®a `� c��u�m�°��5€��ce��is �n# , i A. NO TREE SHALL. BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 0 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 -t ` Lr (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE �•j_ .�,j UTILITIES. c) < co 0. LLj CO /zl - -- / f / / , / 1� L� /7 / Al A /� kiLIJ i i ./ / / 'ate 4340 - • 8lprwture - b a a ¢ a ® ® (®�g� ° to B B C� ® � ®® JCL/ �® ®� ® B \ a � ----------- t i Or CA { RED z O TR T PLANTING IN THIS MEDIAN SHOWN FOR CONCEPT ONLY. CONTRACTOR SHALL REFER TO APPROVED AUG 2 4 ��u7 SHEET CONTENTS: �.i COOK ST. MEDIAN PLANS PREPARED BY TKD ASSOCIATES, INC. (760)320-8899. APPROVED PLANS SHALL BE VERIFIED THROUGH SPENCER KNIGHT AND DIANE HOLLINGER AT THE CITY OF PALM DESERT CITY or PAL to OE Er.T T'N G (760)346-0611. CONTRACTOR SHALL PROVIDE A BID NUMBER TO IMPLEMENT THE APPROVED PLANS PuOuc-•i''OP44'n1-' U AND A BID ALTERNATE NUMBER TO INSTALL THE PLANT MATERIAL SHOWN ON THE CONCEPT PLAN. 6" EXISTING SLEEVES f � wsxea��aww..mwerxwi�� l -. S'FM+.GOiOWsr*aans.'b+ffimYda'�6FY�£AmWMIM 0**ft"swim"mzOwAWE+WOMwd�:��a��di�����a����e��.aMa��se���smds��m�lw9 ���s '�a�s�m���aP���dz�a�wf�rsc��rss���l ���� � � �mmdwRl�wwaurswtms•��l�ew�wt�a����r������e� sacda��a�agw���c���m��d3��.��e�we�l�ms€lasr�ade���sdda���a.s���me�da�� � .\ \ � �s�xas� wa��m,Ica.ee�a��wse�ame���mmyw���arya��es�,�ldwrodc�a�ra���l�o�s�r•�.��mwswrrd������s������u���r•.���•�sg��dF�����1.�� L \ \ \ \ \ \ \ \ \ \ \ AN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ AREA OF RESPONSIBILITY LEGEND v v v - v �"—��'�"m..—"�T" v v v v v .v y v. A -'�- • a v Ci''v v v "v1 (f�l� `,v v v y _-. 'y � `.v L/ v ♦v � v SYMBOL DESCRIPTION vv vyvv 'vv vvvv vvvvv vvvv `vvv vvvvv vvvvv vvvvv vvvvv ,� —w v i y y v COMMON AREA JOINT COST AREA INCLUDES ALL vv A v A v v v v v v yv v v v v v v v v v v v v v A v v v v v v v v v v v v v ♦ v v v v r v v v 0MONO AIM Ism owl"re ® y� v= y CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS m CURB TO BUILDING FACE UNLESS -;. -- — v ` v A v v --v---v—'�vt-----v-� �cv v<v vtv v v v v -- v v v v v v v v v �—_v � v y v `----v.--- `,— --`----v-- v v v v v v v vv vv Xli■ �Y1� i� �S v vvv FROM BACK OF CU Revisions: . `v `v v vy, yv v yv vv vv OTHERWISE NOTED `v v No. Revision Description: :+rrx~• aeeraascok�sr.aela�a us mlt�sarsaeaxolpqlsaEdtlrcesram3eae �)kaewearrdsmrlcm�mreee�,itaraexdzf�m»suealseuurswamwaxesr ��ae� a���ssetstia �meast�a€ass?:sz �u �xreac�>s� me �•r� arr�aara��neatpaedzat �smra€s�aasf��saFasa. r+rrww\n �amelendnlrs; �aaldaseacs� a :xm�calu;aeaa+rlos�n ma'am ras�ts � zm `reiaies�afte am Rog ASSESSMENT DISTRICT INCLUDES AREA FROM BACK BID SET 10 24 05 OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ® BID SET 03/14 06 ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, ® BID SET 05 23/06 I AIL COLLEGE DRIVE AND TECHNOLOGY DRIVE. 1 WALL AND BARRIER R REVISIONS DIRECT OFFICE COST AREA INCLUDES ALL AREAS ■■■■■'■''■'■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED PGY { ; �& n Date= 10--24-05 c Drawn B - SC/BG/AA ��ti r Checked= TJ/TA . �, Job = 03-1170 '- ;�� � ry Plot Date: 05/23/06 4{ 3' Plan Set, F KEY PLAN--NOT TO SCALE 0 10 20 40 r I . i SCALE: 1 99 =20 --099 SHEET 17 OF 24 land arc + west TREE LEGEND 3901 westerly pi. suite 111 newport beach,ca 92660 SYMBOL NAME CITY. SIZE REMARKS WATER USE LIC.No.4340 tel: (949)224-0040 ACACIA SMALLi! 4 24" BOX MULTI-TRUNK L fax:(949)224-0044 } - ACACIA STENOPHYLLA i SHOESTRING ACACIA 24" BOX STANDARD SINGLE TRUNK L/M COLLEGE p[�i CONSULTANT B � � � ACACIA BLANCORDfANA 4 24" BOX STANDARD SINGLE TRUNK LjM B �4 a B CERCIDIUM HYBRID 4 24" BOX MULTI-TRUNK L 'DESERT MUSEUM' . W W . . ' — SHRUB LEGEND mom am wmkim_�! g .- I ■' am-no SYMBOL NAME QTY. SIZE REMARKS WATER USE C* AGAVE BOVICORNUTA „ COWSHORN AGAYE 2 5 GAL 4 -0 O.C. L .: -- '� AGAVE PARRY! VARiEGATA - f, • * ® PARRYS AGAVE 4 5 GAL 2'-0" O.C. L DASYLIRION WHEELERI e DESERT SPOON 7 5 GAL 6'-O" O.C. L •� " + HESPERALOE PARVIFOLIA " ® a 22 5 GAL 4-0 O.C. L RED YUCCA —`' GROUNDCOVER LEGEND cc { SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTANA MONTEVIDENSIS „ I 'NEW GOLD' 8 1 GAL 6 -O O.C. MDam P _ PALM MULCH SEE NOTE ON SHEET LO / Tt�eeS 4- I'S ROCK LEGEND r SYMBOL NAME CITY. REMARKS LO 1 3 DERMALLSPLAN IFNG AREAS, 2" Ammwft Z COMPACTED DEPTH TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE AND VIBRA PLATE Uj 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE co �. U LLj F 2 -3 BOULDER 38 SEE CONSTRUCTION MATERIAL SCHEDULE 0 0 W 0. LjL 3'-4' BOULDER g 0 SEE CONSTRUCTION MATERIAL SCHEDULE �■� J PLANT COUNT IS PER SHEET V j ■ j PLANTING NOTES: -- '/ 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" om j PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING am W UJI ■ ram C � NOTE SHEET. co j/ j' Um > W 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR O BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL �'' BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. Uj a,Arm i� `/ 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. CL ; //� 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR 1 ALL TREES. p�p A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 0. 5. TREES AVAILABLE THROUGI� CLAUDIA CALLiGARI 949.766.7457 (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE � � ■ mi __m U UTILITIES. ON V// i B 4340 atuee 10k-31- !k . wal D�Ce Date fie" oy� CA�-1 ----------- -- f SH COT TS. W ® P T[ PLAN Ah + ' AUG 2 -i '005 cmr et Fra� e� �E�T Revisions: I No. Revision Description: BID SET 10 24/05 M > AREA OF RESPONSIBILITY LEGEND BID SET 03 14 06 M ""'� SYMBOL DESCRIPTION BID SET 05 23 06 ('� 1 WALL AND BARRIER RAIL V) _ COMMON AREA / JOINT COST AREA INCLUDES ALL REVISIONS _ CURB WORK UNLESS OTHERWISE NOTED m DIRECT RETAIL COST AREA INCLUDES ALL AREAS ■■■■■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS COOK d ST OTHERWISE NOTED I ,�r�m�r�ra�a �i 'Ii �\ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK ; ' Date= 1 0-24-05 `\\ OF WALK TO BACK OF CURB OF PERIMETERSTREET � t3ray By= SC/BG/AA did v CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, �'���`� ° Checked.- TJ/TA � \ \ � .✓,....^ J / L J � { 'ate I'ryF COLLEGE DRIVE AND TECHNOLOGY DRIVE. ipz D , \ U4 DIRECT OFFICE COST AREA INCLUDES ALL AREAS , :e v Plot ®at : 05/23/06 �- \ ■■■■'�■■�■■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED KEY PLAN--NOT TO SCALE Plan Sets co 0 10 20 40L - 2 - 04 SCALE: 1 "=20' -0" SHEET 18 OF 24 I land arc + west TREE LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE 3901 westerly pl. suite 111 newpart beach,ca 92660 OACACIA SMALLI! 24" BOX MULTI—TRUNK LIC.Na.4340 NCN 3 L tel: (949)224-0040 fax: (949)224-0044 j . } ACACIA STENOPHYLLA 1 24" BOX STANDARD SINGLE TRUNK L/M �✓ SHOESTRING ACACIA ACACIA WILLARDIANA 3 24" BOX STANDARD SINGLE TRUNK L/M CONSULTANT \; J PALO BLANCO 4 CERCIDIUM HYBRID 2 24" BOX MULTI—TRUNK L 'DESERT MUSEUM' i f SHRUB LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE AGAVE t� COWSHORNiAGAVETA 4 5 GAL 4'-0" O.C. L PARRYSAGAVE PARRYI AGAVE VARIEGATA � 3 5 GAL 2'-0" O.C. L DASYLIRION WHEELERI I g 5 GAL 6'-0" O.C. L DESERT SPOON HESREDPYUCCAE PARVIFOLIA 28 5 GAL 4'-0" O.C. L GROUNDCOVER LEGEND LFW SYMBOL NAME QTY. SIZE REMARKS WATER USE LANTANA'NEW GOLDONTEVIDENSIS 4 1 GAL 6'-0" O.C. M PALM MULCH SEE NOTE ON SHEET Um I ROCK LEGEND f� � ®.. LO �� q�`:J "� .�"�" ♦♦` � SYMBOL NAME QTY. REMARKS � ♦ DER ALL PLANTING AREAS, 2" i 3 8 MINUS 11% FINES COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE �■�■� B -, AND VIBRA PLATE T� © �' ♦♦ i 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE .0 Amok ' ♦^ /, 2'-3' BOULDER 41 SEE CONSTRUCTION MATERIAL SCHEDULE LLJ ♦ ' i SEE CONSTRUCTION MATERIAL SCHEDULE O +♦3 B 3'-4' BOULDER 12 U. ' ♦ ♦; PLANT COUNT IS PER SHEET PLANTING NOTESa JLl +♦♦ '� � 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" ♦� ',` // PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING - � ` ♦♦ '� NOTE SHEET. ♦♦ W W ♦ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR y ®+♦. ' AdmftL TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL :;� Um BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. B CAP AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. 3. ALL LANDSCAPE 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REt?UIREMENTS FOR ul ALL TREES. " ..J </ ��f °/ A. NO TREE SHALL BE CLOSER THAN 5 —0 TO A WALL, FENCE, OR BUILDING. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI —� 949.766.7457 B ♦♦ j , % /� (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). • ' ,, -% / �/ 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE 0 UTILITIES. ® ®� � o 10-31- ; .,A / - N.A.P. "' FUTUREPHASECAI- t ; . 2 r / SHEET CONTENTS: 2 -' L f&N2 G i PLAN Revisions: No. Revision Description: BID SET 10 24 05 ® BID SET 03/14 06 N AREA OF RESPONSIBILITY LEGENDECD ;� ® BID SET 05/23/06 SYMBOL DESCRIPTION AUG 2 µ �?R� 1 WALL AND BARRIER RAIL COMMON AREA / JOINT COST AREA INCLUDES ALL WA No ON NOW oft C REVISIONS CURB WORK UNLESS OTHERWISE NOTED s'Ue>s .1Gq';CEf�T DIRECT RETAIL COST AREA INCLUDES ALL AREAS LL ■■■■■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS r . OTHERWISE NOTED Date: 10--24-05 a ASSESSMENT DISTRICT INCLUDES AREA FROM BACK , pl OF WALK TO BACK OF CURB OF PERIMETERSTREET Drawn By: SC/8G/QQ CURB AND ALL PERIMETER STREET MEDIAN ISLANDS •_ "; ' � �,�,:' '� �� ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, r` / f Checked: TJ TA COLLEGE DRIVE AND TECHNOLOGY DRIVE. Job : 03-1170 a` DIRECT OFFICE COST AREA INCLUDES ALL AREAS Plot Date; 05/23/06 - - <1 ■�■■■��■■'�■'■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTEDPlan Seto F ad KEY PLAN--NOT TO SCALE _ a 0 10 20 40 C SCALE: 1 "=20'--0" SHEET 19 OF 24 I land arc + West TREE LEGEND 3901 westerly pl. suite 111 newport beach,ca 92660 i SYMBOL NAME QTY. SIZE REMARKS WATER USE LIC. No.4340 ACACIA SMALUI �, teL (949)224-0040 NCN 3 24 BOX MULTI-TRUNK L fax: (949)224-0044 i I � ACACIA STENOPHYLLA 5 24" BOX STANDARD SINGLE TRUNK L/M SHOESTRING ACACIA CONSULTANT n ACACIA WILLARDIANA 4 24" BOX STANDARD SINGLE TRUNK L/M v PALO BLANCO CERCIDIUM HYBRID 2 24" BOX MULTI-TRUNK L 'DESERT MUSEUM' I SHRUB LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE AGAVE BOVICORNUTA COWSHORN AGAVE 1 5 GAL 4'-0" O.C. L i PARRYSAGAVE PARRYI AGAVE VARIEGATA " 7 5 GAL 2 -0 O.C. L +'e DASYLIRION WHEELERI S 5 GAL 6'-0" O.C. L I ; Q DESERT SPOON HESPERALOE PARVIFOLIA " i..�-. 20 5 GAL 4 -0 O.C. L RED YUCCA \\ GROUNDCOVER LEGENDLL B SYMBOL NAME OTY. SIZE REMARKS WATER USE MEMBER A MONTEVIDENSIS ,'NEW 3 1 GAL 6 -0 O.C. M I , � � ° . �, �� •� 'NEW GOLD' \ ►� �� H SEE NOTE ON SHEET � _ PALM MULL ik. 00 ), ROCK LEGEND L0 • �p NAME L 3 8 AMINUS 115 FINES ® SYM80L OTY REMARKS r -. U DER ALL PLANTING AREAS, COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE LL , r r r N V RA PLATE • A :w IBM 3" 6" DIA i - COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULEq) LL Uj 2 -3 BOULDER 47 SEE CONSTRUCTION MATERIAL SCHEDULE - LL 0 > 14 SEE CONSTRUCTION MATERIAL SCHEDULE i / Y , , r < () C> j , '/, i ;' •� f �`�._ � PLANT COUNT IS PER SHEET , PLANTING : f < - NOTES: � r p ® f tT Q N.A.P. FU i UR r" /. " � � � � ��� 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" • . t � PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING ''_ Um Uj / (•� NOTE SHEET. 44 _ 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR f _ Ul 4� !ES SHALL�� TQ BIDDING OR BEGINNING ANY CONSTRUCTION WORK ANY DESCREPANC um . �� BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT, v 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2%. ®® INNIS 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ®. - AL . ® / ; A NO TREE SHALL BE CLOSER THAN 5 -0 TO A WALL, FENCE, OR BUILDING 9 -ago As AML y/ ddmpmr a. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 Nor or (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE W UTILITIES. -TAL � AQA i 10-8t-0�` �/ ' ®wer t9nt® CO . Date C t� t A SHEET CONTENTS. PLANTINU PLAN AOIX i ; i i r Revis ns. No. Revision Description: BID SET 10 24 05 V ® BID SET 03 14 06 AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION ® BID SET 05 23 06 COMMON AREA / JOINT COST AREA INCLUDES ALL Al REVISIONS BARRIER RAIL CURB WORK UNLESS OTHERWISE NOTED �' j DIRECT RETAIL COST AREA INCLUDES ALL AREAS RECr_ �- ■■■■■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS -r:- ' LI OTHERWISE NOTED ] m # 1'' C - ws ciTv oF M�L>r oESE ra r ASSESSMENT DISTRICT INCLUDES AREA FROM BACK � '' , s T'YUr.�rrc;H Date-. 0-24—OS OF WALK TO BACK OF CURB OF PERIMETERSTREET I j CURB AND ALL PERIMETER STREET MEDIAN ISLANDS � Drawn �Y° SC/BG/AA Se v� —��m Q� ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, �' h i ,4 , J� . Chef -. TJ/TA e COLLEGE DRIVE AND TECHNOLOGY DRIVE. Job _ 03-1170 DIRECT OFFICE COST AREA INCLUDES ALL AREAS y q' � , Plot Date. 05 23 06 �- ■'■■■°■■''■■ FROM BACK OF CURB TO BUILDING FACE UNLESS ' k k — r OTHERWISE NOTED Plan Sets F KEY PLAN—NOT TO SCALE 13 . I 0 10 20 40 5 2 ■ 0 �. SCALE® 1 " =20' —O" SHEET 20 OF 24 I PREVAILING WIND j ... land arc �- west CURB 2 PLAN VIEW �1 FINISH GRADE. 2" AT G.C. AND 3901 westerly pl. suite 111 newport beach,ca 92660 1 " AT TURF AREAS, TYP. - LEGEND; LIC.No.4340 APPLY TREE - CENTER IN PIT. tel:(949)224-0040 I EXPOSED EDGES D CONT.IUS ®TYP.SE v 0 2 �4 fax:(949)224-0044 X TREE TIES. (VIT PRODUCTS, CINCH TIES INTEGRAL COLOR 4"CONCRETE FLATWORK �O a �`�-�O OR EQUAL, TEL: (800) 729-1314). 3 WITH LIGHT RETARDENT ETCHED FINISH ° • • _..., 0 2500 P.S.I. AT 28 DAYS. 1 BOULDER — SEE PLAN < 7- } � o - � 2 DIA. X 10 LODGE POLE PINE STAKE cY w P. P CLEAR OF ROOTBALL. SEE 2 2 TYP.) KEEP z w x (. ) w w w E..- v 4 ® 6" x 6" X 2.9 W x 2.9W WWM FINISH GRADE ' ' z�Q w 0 Q SPECIFICATIONS. CONSULTANT AT CENTER OF POUR TYP. HOLD - ,.tT, .J Uzi cx o w 3 O WATER BASIN. 3" MIN. DEPTH AFTER t 5 2 CLEAR ALL EDGES TYP. 2jy 3 95f COMPACTED . , • • • *1WATERING BY HOSE. MAINTAIN • m o z a m U 4 GROUNDCOVER 6" CLEAR FROM TREE TRUNK. 6 O JOINTS PER PLAN AND � SUBGRADE t� �� o PER TYP. "JOINTS DETAIL", 1 ►� x w Erm0 a z O FINAL GRADE. SHT. L-1 .06,(SEE RETAIL PACKAGE). EQUAL 5 .;�? O AMENDED BACKFILL: SEE SPECIFICATIONS �~ SPACING 3 t 8 PER CITY OF PALM DESERT COMMENTS. COMPACTED SUBGRADE PER _ r, STRUCTURAL SOILS REPORT. ;� _j _j; — _ U_ 16 UNDISTURBED NATIVE SOIL. o o a o b NOTE. N -1 1—(I I) —(I I—III=III- BUILDING > —-- �8 SET TOP OF ROOTCROWN FLUSH WITH 1 . PROVIDE EXPANSION JOINTS �^ _ 1-�i- AT MAX. 2s'-a" O.C. AND rl 1 I-I i 1-_ 1 I 1=f 11=111= _ FINAL GRADE AND SLOPE FOR DRAINAGE. INTERMEDIATE SCORE JOINTS mmI I I=1 I I=_- I f(-I I=I l; PLAN VEW W _! f 1=111=11 III-III-i 11- NOTE: LOCATE BOULDER NO QI I 0 10'-0" MAX. O.C. FOR 8'-0" -�i 1=_ - _ _ _ 1 TRIANGULAR SPACE PLANT MATERIAL PER SPACING ROOTBALL 6 NOTE: USE ONLY IF NECESSARY WIDE WALKWAY OR LESS. ---!I{=1 11=1 11=1 I I-I!1=1 I i-i i I-i 11=1_(1- ' ALL OTHER JOINT LOCATIONS MORE THEN 30' INDICATED IN THE PLANTING LEGEND. Q ''I-1 I I-1 I I=1 I I-1 11=1 11-1 I I- — i SEE CONST. PLAN. —f �—III—i;I i I- ABOVE GRADE. �2 SIDEWALK, CURB OR HEADER. SET SHRUB 2. PROVIDE 1 -1/2 LBS OF 3/4" EDGE TEN INCHES (10") FROM EACH. — SUPERNET FIBER BY FORTH CORP SECTION �3 BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") VARIES PER CU. YD. OF CONCRETE IN ALL N.T.S. FROM BUILDING. FLATWORK. I I III�II I IhLL 7 — SECTION SCALE: 1 "=1 '-0" 3X ROOTBALL I DIAMETER LO N.T.S. LO are O a 10 49 CONCRETE PAVINGd—oo4 7 S TIO B D I LATI 4 GHUUNDOftOVEOR1 TREE PLANTING ® DO STAKE TO 2 /3 B -oo2.dwoW z �-- ..� Uj un PREVAILING WIND 0 IUm \�'' PLAN VIEW �„' WIDTH PER .CONST. PLAN J : LEGEND: 1� TREE - CENTER IN PIT VARIABLE MEDIAN _ Cr om ul o ___ -�� /'�`� O TREE TIES. SEE SPECIFICATIONS. Uj W 3"-6" ROUNDED COBBLE w � ,+ � x � , �/� RANDOMLY PLACED WITH FLAT �. /• �' , `� 1 L.J 2 DIA. X 10 LODGE POLE PINE STAKE co �. (2 TYP.) KEEP CLEAR OF ROOTBALL. SCE Um > W SIDE UP SPECIFICATIONS. w I _= 2 4 WATER BASIN. 3 MIN. DEPTH AFTER I w PROPOSED CURB o �. PROPOSED CURS -- r� � I � � / � / � � � � WATERING BY HOSE. MAINTAIN �`- w V) GROUNDCOVER 6" CLEAR FROM TREE TRUNK. 0. `r Q O FINAL GRADE. J i I I \ \ I m ® 4a. g AMENDED BACKFILL: SEE SPECIFICATIONS z PER CITY OF PALM DESERT COMMENTS. W I \ . � C � -I � _ O UNDISTURBED NATIVE SOIL. AML - - - -- _ - SET TOP OF ROOTCROWN FLUSH WITH -- E FOR r 8_1 UJI %lei r � •. � GRADE AND SLOP J DRAINAGE. FIRM WELL COMPACTED N _I I ROOTBALL 6 SUBGRADE SET COBBLE IN 3 THICK // — I 91 �� _III—I I ! I ► I�I I I=1 I I-=1 I I---I 11=1 l I=1 11=f I I_ i � � I I—, � I �� ��% -- CONCRETE MAINTAIN SPACE --I BETWEEN ROCKS. REMOVE EXCESS ( I I I I,;I I ( I I I— I CONCRETE IN JOINTS. TROWEL TO DEEP BETWEEN JOINTS i O1 STAINLESS STEEL AIRPLANE CABLE. -- — i I III II O 3/8" DIA. X 2" LONG EYE BOLTS-DRILL & 7 — — SET WITH PLASTIC HOLLOW WALL ANCHOR. �3 EXISTING WALL OR FENCE. •cam.. I SECTION 4 FINAL GRADE OR SURFACE. 3X DIAMETERROOTBA a3a \ { ' N.T.S. I s� ®eye ®@' 8 COBBLESTONE I DETAIL VIN CA SCALE: neCab —o°' 2 T PLA TI .- DOUBLE STAKE4 " BOX P-002.dw D-VineCable.dwg 9 OP CA�-`� ,I i r SHEET CONTENTS: 1 PLANTIN PLANT SHRUB WITH ROOTBALL CROWN DETAILS ABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. AVOID PLANTING SHRUBS 1 DIRECTLY IN FRONT OF IRRIGATION SPRAY HEADS TO PROVIDE CLEARANCE WHEN POSSIBLE. O 3" HIGH WATER RETENTION BASIN TO BE REMOVED PRIOR TO THE END OF THE MAINTENANCE PERIOD. �3 FINAL GRADE. AMENDED BACKFILL: SEE SPECIFICATIONS Revisions'. 6 2 3 PER CITY OF PALM DESERT COMMENTS. No. Revision Description: UNDISTURBED NATIVE SOIL. BID SET 10 24 05 U , ® BID SET 03/14/06 : . J- 0 �$8 0 0 rr ® BID SET 05 23 06 1 150 MIN. WALL AND BARRIER RAIL I— 4 0 001190 � ° .0 00 COBBLE FREE FORM EDGE W/ COBBLE o (�� m o;� , NOTES: REVISIONS DO NOT USE FORM BOARD M44 o A. BACKFILL MATERIAL SHALL NOT HAVE — r dD o8 PARTICLES GREATER THAN 1/2". I �I I =1 I f _III III— v °°g ® °° o �° �-`' f�- LL Ilk 5 440 0 Date. 10-24--05 3 X ROOTBALL AUG 2 `+ _1. .71 i DIAMETER _ CITY?,F PAVP 0��EAt — j{! P!J©L;CnFr•, Drawn By' SC/BG/AA O VINE. Checked- TJ/TA z FIRST BOULDER 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. I.— o I I .::.a;' I Job o= 03-1170 I MINIMUM 150' FROM END OF MEDIAN _ _ 4 O NOTES: o ..'.... � Plot Date 05 2J /®6 Fa 3 FINAL GRADE. SET VINE AS CLOSE TO BACK SURFACE OF I • ',• I� 5 / / / \. ® AMENDED BACKFILL: SEE SPECIFICATIONS PIT AS POSSIBLE. Putt Set F PER CITY OF PALM DESERT COMMENTS. I r dd N.T.S. U5 UNDISTURBED NATIVE SOIL. B. ALL VINES SHALL BE TIED TO SUPPORTING ( � III-III-III-I 11 I ► ' WALLS• AND FENCING. CONTRACTOR SHALL SET TOP OF ROOTCROWN AT FINAL SECURE VINES TO WALLS AND FENCES W/ 3x ROOTBALL GRADE AND SLOPE FOR DRAINAGE. VINE SUPPORTS. DIAMETER C. ESPALIER VINE ONTO WALL/FENCE. .... 7 ' > L2 ■ C I I N.T.S. N.T.S. Li PLACEMENT VI PLANTING D-VINE.DWG S PLANTING D-SHRUB.DWG ILr Lr .4? . - -- _ . I " . f \. ^; / � ' ' �' y ' '�`~' WALL AND RAIL REFERENCE LEGEND l j�I --- —----- --- — - -- —----- ---- ....... r a," { . - C� ' \K ,, \, __ _ .: r s land arc + west l J° J° DESCRIPTION z SYMBOL (ar Oco"+"�we 1;'] __.... ,A . s,/' " "^ y�� RETAIL 2A '\ /.' ....- ...,-..r /\ Y,>' ` �;,:�,.�1.1-1.1l.l..'�'..",""�,��,%,,�-�.. I-, , �f�:�R;N\ (�o k "�" ��._ ...,;',.. ...... r .. ,. r. r. aJ �y\, � ��" STAINING WALL �, �• „,���%� ..,.. .;' ...,.;.r., R i U �. _ .. 1 N ,. ., _ _ �\ y.. „f� _ ,. � _. _ A _.., pl� ,., > ...._.... _..... .. _• ... .� ;ti i A "� „" `\ ;�• „ .< 2, ti �� , F,Y'v,^. _.... -\ C�� :� .�;;� \\ \111":;�����;, > y�/ /. '� _ _.,. „. `=Ii. ,... . .. ......... ......._._....-.............. ..r _ _. . ;,: -.., � .. . _ _ .. , . 7 3901 westerly I. i 111 .., ... ..__. _ .._ .. :^..,:_ � � -. � ., .. ,^... �,; �, � � ;� �i.�� .; t to ........ ..: ..:.:. �f Su WALL . ._ _ _, _ _ _ - , , _ � � .,v -. �> .;. ,. ARRiER RAIL ATOP RETAINING , �, vp _ �> � . ,. ':-.,:,., ... _.. _.,._ ... .::. ..... .. '.:... .., :':-..: ).... . :. .. .. / mil. .�:, f� }}� i ram. :�.. � ...: .. .. r.a. r. „. ... .. .. i.,r.a •r . t ................ ...........-. ., ... .. .. / „x,�, r�, 1 n 1 _ . . : , . . . ,>~.^ ew rt beach c 2 _. _ -._ Pa _ �_.... :., w .. _ ., ..........._..... ,..r�. -z... _. ,. ... .-._._.. .:z's... ..:.......:..._ ._. .. r _ :.... .... .. .... .. ...... :-1. ._ .. „ �` r . ...r,r .:..:.:. .._:...-.._. ._.... ... _z .1:.. _. �. 1, I'll 1. 1. 1. .... B 3 t .N .4 ,,I A; , C a 3 0 i, ; _ _._,: ... . X< - „ > J a� t . -. �, . .,..: . 14 ::...__. ._ . .. _-. tel: 949 224 0040 .,. :, ,` _,_ ... ., _. ._. 44 �y� / s.� w . .-. .: _.: ._._......_ ..:.-...... _ ..-._..- ... i -r*�. .. _..... ...... -.... .. _ - v _ ___ : .. : ,. . . ...._ � �, ,� r, � -�.� 01 949 2 00 _ _ ARRIER RAILME I h .. . ., i \`.•;w�.. .. v �`7! ,:_ '\C\,;;:;��J,��yV.�,� �i .Sa^,': '. ;^.;�«,n 7Z� ,yam 't \J' 7 d ,�� /• y �� /11. \ 5� .. .l N � .� �\ 11 1F is+aka �� 11 11 '� _ , i. ,� hf�� l — COOK STREET .. ♦ :. a r. '..� i i . �\ r � r" t... r i ;. it \ \.. �. i� p i I g � \� \ \ � r� %\;; � J KEY PLAN NOT TO SCALE H , \ v e \�;\i y^X Qf \ 0 10 20 40 I � ) cr '�% ���� , z, , n / f� ,, s B / G WIffil I I \<` I \ ,� /f o V FUTURE RETAIL RETAIL 2B � �ri ;' ,��4 ROCK LEGEND ,� \\ ag SC ALE: —Zo 0 I1,1; 0,;i g C SYMBOL NAME QTY. REMARKS v G g ,�;�;�;`;w t SEE CONSTRUCTION MATERIAL SCHEDULE �1S4 � B t!i!i"-i!i!t COMPACTED DECOMPOSED GRANITE ., I � g C I � 9ql .� II B11 3/8„ MINUS 11% FINES SEE CONSTRUCTION MATERIAL SCHEDULE I G UNDER ALL PLANTING AREAS, 2 DEPTIl I h �� � o o h° .. o y° o h° - h h° o B `� `� ti h �• `� `� `' �• '` `� ,• F 'Ilk . B g 3„-6„ DIA. ROUNDED COBBLE SEE CONSTRUCTION MATERIAL SCHEDULE W( 1 '� '� O O �� 2'-3' BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE \Bi I _.— —�°--°� -- ._ ---- 4 ------ — — - -- - _ — — — _ "T_ — ,_•_----- -- --- --- — -- B " o° B B B � B ° g® B 3'-4 BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE r,�' \ \ � i i _� - ­t____t___J:� � ____ -_ I I L�j ��, I �_,"T L J g B ,1aag 1�2�� ,1�2 �-106 ,��95 �6�9$ g SEE CONSTRUCTION MATERIAL SCHEDULE r B (�) -5 BOULDER 4 ��1 0�,1 ��1 ,�ti1 C g - C�. - -� I I I Ir _ _._ — o0 — — __ __ — ___ — ._._ — _ _ .._._.. -T - .............. �6.. 6ro I I < �4b - I I I z-\%01 pool I amm 1cl ,6�`% .. _ - _r7 I ��\ o, rn a, II ` . - i ____1 4 S�,yyr, >= . i { 11111111111IIIIIIIIIIIIIIIIII A N W Oo OD ODD v -a v � v v �, \ 2O 0 COON STrr . • rF -- !_ I , =,,--� Z=Z=�, ,=�,z=Z:�L� � 6 G 16CO V) z < 9 G 01111111111110 IW iIIII.. W I (D POST LOCATION IN CHANGES IN cc HORIZONTAL AND VERTICAL I j�°�c U) W \ Q I DIRECTION, SEE CONSTRUCTION I � rF 4r_O„ MAX. PLAN. \/ a > C) W �, ® U. 2 . .j 1 1 /4" THREAD GALVANIZED CAP. 1 �G &z90FGl Im I. Q 1 1 /4" DIAMETER SCHEDULE 40 . N , upma z � ) �� � X_.114�0 - . 2 GALVANIZED STEEL PIPE POST. 1 ., Fmesr IGl THREAD AT TOP TO RECEIVE CAI". \ I �l J0 < • 3 s's® s . ® 1 /4" X 3" STAINLESS STEEL EYE \1\ SIGNAGE PER SIGNAGE \. FUTURE ?r �_[ : < 0. > a: i, BOLT® DRILL STEEL POST TO CONSULTANT WW W I C e�� I RECEIVE EYE BOLT. PROVIDE 1 /4" \2 BOULDER OUTCROPPINGS I 16"° A7 �F 4 STAINLESS STEEL WASHER ON „ TYPICAL N6Um < W CONTINUOUS SIDE AND 1 /4" 1 -0 „ 3 I T 4 M N. THK CONCRETE I > 0 SPLIT LOCK WASHER ON THE NUT U " a ���-u-_� -- 6 SIDE. ATTACH EYE BOLT TO POST ' BASIN FOR RECESSED a&) LIGHTING TO ACHIEVE Nfok Gl W (1) I-- 0. M, � E-- 5 WITH 1 /4 NYLON INSERT \ 2500 P.S.I. @ 28 DAYS �� -.1011111 F � STAINLESS STEEL LOCK NUT. �\ f 1�6a �%;j W �"� I � \ 99 U/ „ „ `�\ \4 SUB-GRADE PER rsg°•?° \\\\ . / �— < (0 11I"`_ \ 1. \`,\\ \ 4 >_ � 1/4 X 7 1 /2! STAINLESS STEEL _ _ _ STRUCTURAL SOILS r r ' () 0. \\, \\ \ \ TURN BUCKLE AT RAIL TERMINUS -1I1 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII \ \\ o _ REPORT \ \� \� 10 ATTACH TO EYE BOLT. _,II— I' Ili- \ 7 „ \5\ UPLIGHT PER ' co 0J Z AVO% ,A \ \ �� V �i;=� I i - \ =i ;=i o — \ \\ \ \\\\\ 6 „ I-�I,_,I ?� \I I' ELECTRICAL ENG. PLAN. \ \ '\\ \,\ \\,\ \\ `\ \ \`\� \.� \ \\ 9 \ 3/16 MULTI STRAND CABLE LOOP " IIIIIIIIIIIfI\ -- - - _ \I �'�o? \ \ \\ \ \ \\'\ ONE END TO TURNBUCKLE WITH I_I11�111-== _ _ \\ _ _ _ III=III_ INSTALL J BOX AND f�,o ��° Iiiiiiiiiiiiiiij `\\ \\ \\ \ \ , \ \ ` \ `�`, \ \ \ \ ' _I I i=III-I I l-1 I I\I 1=III-1 I l--1" I i 1=111=1 I I1\I I`I I�1 I 1=1 I I-, 'se. ?° 9 r F ! \ \ \\ \\ \ r \ \. 2- 3/16 FERRULE. CABLE TO BE "'-"'-�I1-iii=lli�l\-I�' =11{=11\ ;III\I\\I1=i�I=''' CONDUIT PER ELECT. as rw ,5 \\ \ \ \ \\ \.�\ ,.,,,.Sr.) \ \ \ \\ \ r '=1 I I=1 I I=�' ii�--I I f=l 11=!_ 1 I i. ENGINEER'S PLAN r` .� �`6 \\ \ \\ \ \ \ 'r \ \ \ CONTINUOUS FROM POST TO - I > < ---\-'-\\\—_\-\ \-\-! \\\ POST. SECTION 111=1 I I= -rrl '' U © DRAIN AND PIPE PER \ - „_ ,_ ..'g I I ICI�-i _ '-_.__ I\1= I \\\\I- .\^-�\ICI\_\- I 1=1 f 1=\\I= 1=1 = I I^I RETAINING WALL PER PROTO II S SCALE: 3/4 - 1 0 6 CIVIL ENG PLANS ,616$ \ 1=1 I it \I =_ I \i \ I\ \I _={ =1 \ \=1 = 1=1 _ PLANS. PA ,6Si6 E �a \I=1 \=\\\I\\I\—\\_\\ 1= I I=-\\I \ I\I I = ® FERRULE STOP AT EACH POST. l , c I - \ - 1- \ - \- _1 I-=1 \ \\ 1- \ \I— — __-_ \ _ \ 1=\ 1=\ - ® FINISH GRADE NOTE: _ _ __ _ --_ ( _I_ _ = 1\l \\ =-\\I \\- I �- __1\ I _=\=f I_-�I--.__\ „ 1 . POUR CONC. FTG. AGAINST FIRM "n 1 i -Ili - _ - - - - i 0 INSTALL POSTS IN 2 0 MIN. I.D. UNDISTURBED SOIL OR PROPERLY PROTO 11 WALL. FOR WALL GRAY SCHED. 80 PVC. PIPE RECOMPACTED FILL PER STRUCTURAL STRUCT. INFORMATION SEE NOTE: SLEEVES W/COVERT BRAND SOILS REPORT. J PROTO 11 WALL DATA SHT. 1 . (2) POSTS 1N ENTRY CORNER. EPDXY-ICBO4846. 2.CONTRACTOR SHALL COORDINATE THIS DETAIL IS FOR 11 WATER PROOF MEMBRANE TO BE 1 PLANS LIGHTINGSIGN WITH ELECTRICAL ENG. �� ELEVATION „ „ �C � '" �\` j HEIGHT AND 2. ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER �34 1 APPEARANCE ONLY, (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. W PA COATS PAINT. COLOR PER CONSTRUCTION � fis _ - 81 ure I SCHEDULE. 90 sasrc �8� 11 io to SCALE: 1"-1'-0 6°rF0 s r I �Pi te i 1 CABLE I R — 8' L RI ALL TRANSITION 1 LI ' 'I LAGH71NGtNCONCRETE BASIN NG IN CONCRETE BASIN __ By __ �G _ D-CableBarrierRail _ __ _ __ _ +� 8s Fc �69 eo 1 nF° CPA PA FGl 1 a69 1\ POST LOCATION IN CHANGES IN _ _ _ _ _ HORIZONTAL AND VERTICAL (�,? t',, �' SHOT CO�DTEIVTS® 11 2 DIRECTION. SEE CONSTRUCTION °s rc 93 rc ' ' RETAINING 4'-0" MAX. PLAN. rc 2 ® 1 1 /4" THREAD GALVANIZED CAP. ('se o° �SFGI 1 _ ____ 3 1 1 4" DIAMETER SCHEDULE 40 ?sr 1169 3 0® GALVANIZED STEEL PIPE POST. PL 3 THREAD AT TOP TO RECEIVE CAP. _ __ _____ �____ - 1 /4" X 3" STAINLESS STEEL EYE TAIL 1 DETAILS °- BOLT. DRILL STEEL POST TO Z ~ PROTO II WALL. FOR WALL RECEIVE EYE BOLT. PROVIDE 1 /4" I m 6 _ STRUCT. INFORMATION SEE 4 STAINLESS STEEL WASHER ON o- PROTO 11 WALL DATA SHT. „ CONTINUOUS SIDE AND 1/4 c° ��- THIS DETAIL IS FOR SPLIT LOGK WASHER ON THE NUT R� �-4� HEIGHT AND -- 6 r�_► ,� ReVIS1®�1�® '�' - SIDE. ATTACH EYE BOLT TO POST APPEARANCE ONLY® - PA 5 WITH 1 /4" NYLON INSERT PA Pa . A.UG 2 '" �j No. Revision Description: T O STAINLESS STEEL LOCK NUT. ___j CITrpFtA!rgDE^tiER BID SET 10 24 05 7 � 1 /4" X 7 1 /2" STAINLESS STEEL o eL'r.'f,cR";a� ® BID SET 03 14/06 oo TURN BUCKLE AT RAIL TERMINUS \7 ® I BID SET 05 23 06 10 ATTACH TO EYE BOLT. -a;— , WALL AND BARRIER RAIL 1 \ \ V �� A r'\ \ \ r� g \ \ \ \\ �,��,,�,,��, \ 3/16 MULTI STRAND CABLE LOOP REVISIONS �� � � \\ \. \\\ \ \ \\ \ ` 9 PAD0 1 1 \,\ \ \ \\ \ \ \ ONE END TO TURNBUCKLE WITH Cr�`O y v � ��A y \�\\ \ \ r, 2- 3/16 FERRULE. CABLE TO 8E - \�\\� \\ \\ ` ,, ` \\\ \ I•- _ - \\ \\ \ \ \\' \\ \\ \\ CONTINUOUS FROM POST TO pf _ — — — 111\f - r�, I_\ I 1 . I— -I _\—=l _= 1 I— I— I I_ I \,_—\---\ I= POST. r34 rc EQ, EQ, ' I l\ \ 1= I I 1=\ !_\ \ \ I\ 1 i=1 1= \=1 1=1 f= 1 I-1 I I\\ 11=1 I = 1=1 I I O RETAINING WALL PER PROTO II S PA date: 1 0-24--®5 C I —I 1 =I i —I I=1 I I— I—I I =III_ \_I I\ I= I= I 1=\ == \_\ 1= \_ PLANS. iI "I=i \ it=il 11 i - i \ ,=I \ +1:� i ;1=i � � � M i I=� i 1=1� +=I 11. 1=1 i \I I =1 I f=l ? 1=1 11= i 1�= 8 FERRULE 5TOP AT EACH P®ST. Drawn ��� ���8{'�QQ` I=1\=_= =f E1 1=_\ 7 = — — \ 1= 1= 1=1 1= =1 I I_= 1=1 _ _ I I _ I 1 —! I 1 \ I= \ _ = _ _ y I\ 9 FINISH GRADE - _ Checked: TJ TA NOTE: 1 . ENGINEER GRADES INDICATING TC, TW, FG, ETC. ARE SHOWN -I I-I \ -I I -I I I-I \— I -I I \I \ - I \=- I I\ \ -\ I-I I - 1 \� I PA PA / x FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VERIFY EXISTING I \\1Till I\ —I\1=1\1= III=1 \ I\I== \ _ \ _\ \_ \ =1 \ I=I \ I\ 10 INSTALL POSTS IN 2" 0 MIN. I.D. 0 X'_1.06 �r '°® �� FGl Job #o 03®1170 GRADES AND RAISE ANY DESCREPANCIES WITH OWNER AND LANDSCAPE GRAY SCHED. 80 PVC. PIPE '�r e?- e.1 . ` `'66• Plot ®ate: ®J �� 06 00 00 ARCHITECT. SLEEVES W/COVERT BRAND c r�. r�. 2. REFER TO DETAIL '6', SHEET L-1 .06b FOR DESIGN INTENT OF NO . (2) POSTS IN ENTRY CORNER. EPDXY-ICBO4846. 'r/ Plan Set, F m WALLS AT THE CORNER OF COOK ST. AND GERALD FORD, CONTRACTOR ECTION 11 WATER PROOF MEMBRANE TO BEce SHALL COORDINATE WITH ELECTRICAL AND OTHER UTILITY NEEDS WITH °° „ ELEVATION ,> kFG) .. .. . SCALE: 1 =1 0 2, ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER SIGN CONSULTANT FOR IMPLEMENTATION OF SIGN GRAPHICS AND LIGHTS. (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDA N. v - �� Iff 3. REFER TO DESIGN INTENT SECTIONS FOR ALL WALL, RAMP AND STEP COATS PAINT. COLOR PER CONSTRUCTION CONDITIONS SHOWN ON THESE PLANS, SHEET L-106b. L .� SCHEDULE. 2-.: C j 4. ALL WALLS EXCEEDING 30" IN HEIGHT SHALL RECEIVE CABLE ALE: 1"-1 -0 le le BARRIER RAIL. (� SHEET 22 OF 24� �I D-CableBarrierRail h f land arc + west 3901 westerly pl. suite 111 ( - newport beach,ca 92660 OFFICE BUILDING 6 3'-0°' LIC.No.4340 - - B.O.C. 42" HIGH BARRIER RAIL tel:(949)224-0040 42" HIGH BARRIER RAIL TO COLOR TO MATCH BUILDING fax:(949)224-0044 PER DETAIL DRIVE THRU WALL v 3'-091 170.2 TW F.O.W. 3'-°�� RETAINING WALL ® — RETAINING WALL B.O.C. REFER TO PROTO 11 \ REFER TO PROTO II WALL PLANS FOR CONSULTANT RETAINING WALL TO TO WALL PLANS FOR7 STRUCTURAL DESIGN OF WALLS, (TYPICAL). REFER TO PROTO II WALL 171 .0 FG WALL PLANS FOR STRUCTURAL DRIVE THRU 0 PAD 1 WALL STRUCTURAL DESIGN °° FG 170.2 DESIGN OF WALLS, OF WALLS, (TYPICAL). 1 (TYPICAL). PAD 171 .2 3:1 7 � TC 175.12 899 WIDE PUBLIC SIDEWALK 167.7 FG �° 3:1 FG 169.1 3:1 SLOPE = 7 TC 165.6 I ® 165.78 FG TC 165..6 3:1 (0 00 `� l� TC 163.06 3:1 � o 0 899 WIDE -----LANDSCAPE ENTRY DRIVE LANDSCAPE SWALE ENTRY/DRIVE SWALE FS 163.18 j GERALD FORD ENTRY DRIVE & PAD 1 GERALD FORD ENTRY DRIVE & PAD 1 GERALD FORD ENTRY DRIVE & OFFICE BUILDING 6 SCALE: 1/4 -1 -0 SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" EIZ SEEMS LL (DES( INTENT ONLY) (DESIGN I ONLY) \ J (DESIGNINTENT ONLY) LO 00. VIEW GE FOR ENTRY DRIVE OFFICE BLDG. 6 F—F 4 GERALD FORDE D P f SECTION E E GE FORDENTRY DRIVE PAD 1 SECTIONID—DI F— (0 C0 z �C POST LOCATION IN CHANGES IN HORIZONTAL AND VERTICAL F DIRECTION. SEE CONSTRUCTION UJ EEEJ �_; NOTE: SEE SHEET 2 L-2.07a FOR SECTION 4'-0" MAX. 2 PLAN. NOTE: SEE SHEET W L. CUTLINES. 0 1 1 /4" THRIE-A,P)®09AbF, ZSDCU i—� 0 1 1 /4 99 DIAOP HEDULE 40 down z 3 GALVANIZED STEEL PIPE POST.00 3 THREAD AT TOP TO RECEIVE CAP. j SIEMENS 170.4 FS -.a z: < W ® 1 /4" X 3" STAINLESS STEEL EYE PROTO II WALL. FOR WALL BOLT. DRILL STEEL POST TO cc 99 ry ' 30" HIGH BARRIER RAIL ZINFORMATION __- RECEIVE EYE BOLT. PROVIDE 1 /4 1•�• COLOR TO MATCH BUILDING PROTO T�11 DA A SHTE 4 STAINLESS STEEL WASHER ON co L THIS DETAIL 1S FOR CONTINUOUS SIDE AND 1 /4" um > W RETAIL 171 .4 TW a� HEIGHT AND SPLIT LOCK WASHER ON THE NUT 0 SEEMS, Uj 6 BUILDING RETAINING WALL ''o APPEARANCE ONLY. SIDE. ATTACH EYE BOLT TO POST 1 REFER TO PROTO II WALL PLANS FOR 5 WITH 1 /4" NYLON INSERT W, CL STRUCTURAL DESIGN OF WALLS, (TYPICAL). STAINLESS STEEL LOCK NUT. .� I . -- 167.90 FG O 1 /4" X 7 1 /2" STAINLESS STEEL 9 f9 3 `"° 7 TURN BUCKLE AT RAIL TERMINUS �- 10 ATTACH TO EYE BOLT. I 10 6 ,9 g \ \\\ \ \ \\, 9 0 3/16 MULTI STRAND CABLE LOOP ® ONE END TO TURNBUCKLE WITH 99 I :1 SLOPE 161 .18 FG - V� \v,� '� ' \, A` \ \ 2- 3/16 FERRULE. CABLE TO BE �*N* r \ \A � mutt CONTINUOUS FROM POST TO > < LL 161 .12 TC POST. 00 00 -� L� �— _ _ — — REAINING WALL PER PRTO II'S Q. I=i I 1=_I\ 88 FERRULE STOP AT EACH POST. I LANDSCAPE COOK STREET i== I = I ==—= -I I�_ =I ==I I (_ -- I —I {—_I --�_�— I I I I—I FINISH GRADE SWALE I — I I�I _—I f—_ __— COOK STREET & BUILDING 2B �` —_ —_\I\ I \ I = I =___-____\--- \ IEI I \\I\ \;;\�_ 10 INSTALL POSTS 1N Z" s� MIN. I.D. SCALE: 1 /4"=1 '-0" GRAY SCHED. 80 PVC. PIPE SLEEVES W COVERT BRAND NOTE. / SECTION 1 . (2) POSTS IN ENTRY CORNER. EPDXY-{C004$4fi. 11 WATER PROOF MEMBRANE TO BE I SCALE: 1 "=1 '-0" ELEVATION 2, ALL MEAL SHALL BE PAINTED W/ONE "MEL-ROL LM" INSTALL PER ��'' '"" \'� 1 'I 434 (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. (DESIGN INTENT ONLY) COATS PAINT. COLOR PER CONSTRUCTION $,SCHEDULE. ewe)-Date /�s SCALE: 1"=1'-0 O COOK BUILDING 213 - SECTION - ® I C D-CobleBarrierRail ��� Date ��� t_ 1O POST LOCATION IN CHANGES IN j HORIZONTAL AND VERTICAL SHEET CONTENTS: DIREC4'-0" MAX® PLAN. SEE CONSTRUCTION 2 RETAINING 0 1 1 /4" THREAD GALVANIZED CAP. i 3 1 1 4" DIAMETER SCHEDULE 40 ALL TAILS / I GALVANIZED STEEL PIPE POST. i Al THREAD AT TOP TO RECEIVE CAP. �ND SECTIONS L� -"'_ 9l 99 ® 1 /4 X 3 STAINLESS STEEL EYE BOLT. DRILL STEEL POST TO 99 RECEIVE EYE BOLT. PROVIDE 1 /4 STAINLESS STEEL WASHER ON CONTINUOUS SIDE AND 1 /4" SPLIT LOCK WASHER ON THE NUT I a 6 SIDE. ATTACH EYE BOLT TO POST R��I�iOnam Ems- 5 WITH 1 /4" NYLON INSERT No. Revision Description: STAINLESS STEEL LOCK NUT. BID SET 10 24 05 nn 4" o- O 1 /4$9 X 7 1 /2" STAINLESS STEEL ® BID SET 03/14 06 \ TURN BUCKLE AT RAIL TERMINUS REr �� ® BID SET 05/23 06 ` \ AUG 2 4 ..?QtJ \ \ \ 10 ATTACH TO EYE BOLT. ., 1 WALL AND BARRIER RAIL s � 3/16 MULTI STRAND CABLE LOOP REVISIONS C11'v UE rA r9 OESEf ONE END TO TURNBUCKLE WITH Puwlt�1,14-:;�E;, 2- 3/16" FERRULE. CABLE TO BE CONTINUOUS FROM POST TO L! POST. 0 9 RETAINING WALL PER PROTO II S Date: 1 0-24-05 1-III— 11— 1=I i 1=I ► I= I I\ I =! f=1 I \ I I\ I = I I=1 I I---III\ I I--I I \I i I PLANS. � FERRULE STOP AT EACH POST. Drawn By: SC/BG/AA I .� —I I I= I \1 ! I=E _�I=— I = I \I {=1 I I=! 1=1 I =I 1=I 1=1 = I 9 FINISH GRADE Gh . TJ TA PROTO 11 WALL. FOR WALL = _ — _ — — — — — — = I I—III=1 STRUCT. INFORMATION SEE ( —I I —III— I I=I�I-1 I'1f �I—�—III—�— { —�I—I I —III — 9> ° — ! _ ---_ — — — — — — — 10 INSTALL POSTS IN 2 0 MIN. I.D. Jobo= 03-1170 PROTO 11 WALL DATA SHT. GRAY SGHED. 80 PVC. PIPE j THIS DETAIL IS FOR SLEEVES W/GOVERT BRAND Plot ®fit 05/23/06 � I HEIGHT AND NOTE: Iz APPEARANCE ONLY. 1 . (2) POSTS IN ENTRY CORNER. EPDXY-ICB04846. Plan Sets 11 WATER PROOF MEMBRANE TO BE - ELEVATION 2, ALL METAL SHALL BE PAINTED W/ONE "MEL-ROL LM" INSTALL PER (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. U COATS PAINT, COLOR PER CONSTRUCTION SCHEDULE, :2007b Ins ja \CableBarrierRailG LLRI 3 / L T SHEET 23 OF 24 � l OWNER'S CONSTRUCTION WORK RESPONSIBILITIES, 23. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT iN SUFFICIENT TiME 2. THE GENERAL CARE AND MAINTENANCE OF ALL AREAS WILL BE IN COMPLIANCE TO PERFORM A SPECIFIED SiTE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF WITH THE CITY OF PALM DESERT MAINTENANCE GUIDELINES. t i 1 . THE OWNER IS DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED TO CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE 3. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE land .(are + west THE LANDSCAPE ARCHITECT THROUGH THE OWNER. THE ROLE OF THE LANDSCAPE X'anctArc +Vest' ruz'°2 '2°U'°pee ' I LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR OVERTIME. THE MAINTENANCE PERIOD WILL BE REMOVED AT TEN (10) DAY INTERVALS. THE University Village,l'roject No.01-1170 ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR INTERPRETIVE ADVICE ONLY IN ACCORDANCE WiTH THE CONTRACT AND OBSERVATION to tzc low in this condition.. snit conditioning and soil amendment will imease the FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SiTE ViSITS: ROOTS BY HAND OR iN A MANNER ACCEPTABLE TO THE OWNER AND LANDSCAPE syswinahle planting dettsity. SCHEDULE AS NOTED. ARCHITECT. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. A. A CONTRACTOR PRE--CONSTRUCTION "KICK-OFF" MEETING ! t'ttecomzn;xrdntiorrs 3901 westerly pl. suite 111 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, newpor.4340beach,ca92sso RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS 4. THE CONTRACTOR WILL TAKE TH£ NEC£SSARY STEPS AS DISCUSSED WITH LIC.No. B. WEED ABATEMENT EFFECTIVENESS E N E SS cT..l~.ANt!t\ Clean up consfxuction debris and masonry material. Remove the , OWNER TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. u)p 2 inches or concrete slag, trash, paint resides,etc. Highly contaminated areas from tel: (949)224-0040 (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS wncnete washings and paint washings will need to be ever excavated and removed. REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL C. FiNE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE p fax:(949)224-0044 Remove sail bip in gravel, i.e. where gravel is over 50% such as in planters in NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE OWNER AND LANDSCAPE ARCHITECT WILL APPROVE PLANT MATERIAL 5. THE CONTRACTOR WILL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION. p:�rkiagltrtcttt4utsandnearzhefootiztgsofwalis. ABOVE INFORMATION. TYPE AND QUALITY; LOCATIONS OF ALL PLANT MATERIAL; BACKFILL ANY SURPLUS MATERIALS AND DEBRIS WILL BE REMOVED FROM THE SITE. t�iNT'114TG Areas where the soil is not readily rcxotillable need to be ripped. MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. Cross-rip the sail ou I3-inctr centers to a minimum depth of 1.2 inches, 2 feet sleep is ' 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE better. 3. THE OWNER WILL PROVIDE ROUGH GRADE TO WiTHiN 1/10TH OF ONE FOOT FROM FINISH GRADE. D. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE PERFORMED PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE 1lLLAGE After approximate finished grade has been established,rotatill the CONSULTANT ameter BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE soil its deep in aspt p 6 zit but at least Ez inches. Reduce soil clods.Ira n tttftiabl , ditimum cst'1 inch)in du:.top 6 inches. Do not till overly wet walls, they are not frialalc, t)ptitnuin 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT TO INSURE CONFORMANCE TO PLANS AND SPECIFICATIONS. CONTRACTOR'S EXPENSE. moisture content is partially damp. Remove debris and clods larger than t inch in diameter From the top 6 inches. FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR F*Upv4w am momrnoodatwm 1Caarthe w 0#40 Scrykv m4twits for 1 SPECIFICATIONS PRIOR TO CONTINUING WORK iN THE DISCREPANCY AREA. ANY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE- 7, THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1/2 INCH � �.f ixelra fito UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK in r to wsoil w ` FROM THE OWNER AND LANDSCAPE ARCHITECT WiLL BE AT THE CONTRACTOR'S RISK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. NO. i AND EXPENSE. 41� MAINTENANCE PERIOD. 8. THE CONTRACTOR WILL REOR- LANDSCAPE N99D IRTY 30 DAYS OF MAINTENANCE. " ' 4 tltt t t9 G. MAINTENANCE OBSERVATIONS THE OWNER AND ( ) "MAWOfIywdafAose€vws � 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND p ° l tit tho oaWfor a*e SPECIFICATIONS, QUALITY OF WORK, AND FULFILLMENT OF THE CONTRACT ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE aar&d for a�e .,lsunsoi.a � xea�p�n s 1� ` DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT. WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE 9. FINAL ACCEPTANCE WILL BE GIVEN A `T�E END , FOR ALL P OTH '�`�ERMINATION HAS OCCURRED AND PROJECT TO THE OWNER. - ES ABLISHMENT HAS BEEN OBTAINED. • 41's At poum&shrage.%4 po to Ate 8 paaafs Opp beth dow Kk at hm t LANDSCAPE ARCHITECTS REQUIRED FIELD 24, NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS eo ttmairr ;etely� lefrsomwe OBSERVATION WORKS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND SPECIAL PLAiVTi NOTEe LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF Ipmtoftwticrc►Boost a , , 1 Mow 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT 1 . ALL AREAS DESIGNATED ON TH BE AS Iquadof baad4oimcesoflota FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL USE LAND ARC WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE FOL NOT A L16�B�-� llo or-n0mtyi r te*0itoovt matenahuto,the,soil to WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE THE CONSTRUCTION WILL BE MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE TIFGREEN 328 SOD AVAILABLE FROM: rl`t. � slat and retry i is OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RiSK ARCHITECT BY THE CONTRACTOR. Ott ng the plant� e tit sensitive alkatiaity, t r plateti OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, WEST COAST TURF tttlieso�llrasgoaddrattzc UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN 5L0S8APPLICABLE TRANSPLANTING Praparoplantit pits normally twiwas Nettle as the rooftlls. The THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO CA 92274 watts azul bzi of the plantut fits should note i�artcteel sail excpt t3tl�ICi`the EQUIPMENT, PARTS AND MATERIALS ON THiS PROJECT UNTIL COMPLETION AND THERMAL, root.lrt =wjys laoseasbzwsoUby scariryiatt *lsurflacc. EVENT THAT LAND ARC WEST DOES NOT COMPLETE THE FIELD OBSERVATION ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. TEL: (760) 340-7300 AlG "I)ROLE P*rbaxe*d ufts mid*xbs1-5p1lot aa4l .,aupra:tt*in, SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS FAX: (760) 340-7345 it raer f ft �pit* ei&inches In, t� � ` at isix OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND fm'dsepfarrataatlielatseoFftplanthigP tintoLO ttrau�t�l AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND WORKMANSHIP FORA PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 2. THE CONTRACTOR WILL E®¢ J I E +1 2 INCH AGAINST ANY AND ALL CLAIMS. ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE W �� A "FiE1G 1 INCH. SollAna►yses Plant Analyses WaterAnallyses ON HIS LETTERHEAD AT THE FINAL INSPECTION. LO E I I 3. THE 'SOLE SOURCE' SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. Cc � CONTRACTOR'S R 21622 HONEYSUCKLE STREET 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING TRABUCO CANYON, CA 92679 1 . THE CONTRACTOR WiLL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY TEL: (949) 766-7457 Land Arc -I-West,im29,200 ,pagc3 cf) Cr. "M, W "onSERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL CONTACT: CLAUDIA CALLIGARI CJniversity Village,Prtaiect 1�lcr.03-117t# ON THE DRAWINGS AND AS SPECIFIED HEREIN. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH ' BE NOTE®, H S E RACKFfL.�MIX Blend Ilia,follt?svirg materials into cleanexxCsvat�l stria Of 2. ALL FEDERAL, STATE, HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 4. TREES TO B E PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL. PURCHASE soil. Remove debris, rocks and foreign material. Soil clods should not exceed 1 inch in AND LOCAL LAWS AND REGULATIONS GOVERNING THIS TREES. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND diameter, Excessive gravel should not be present, Rates are per cubic yard: WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN 28. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE WARRANTY OF ALL PLANT MATERIAL. '` tlr9 ormatdehyde(38-0-0)- 113 pound 0 J THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER Potamum sulfate(0-0-500)-0113p u d CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND C®VER; THEIR 5. PALM MULCH AS INDICATED ON PLAN IS AVAILABLE FROM THE FOLLOWING Triple superphosphate(0 5 ) 1 pound, �i► AGRI-SERVICE, INC. Gypsum- [pound REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR Organic amendment- 20%byvolume -27 CALIFORNIA LICENSED CONTRACTOR. NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR VISTA, CA 92083 30 SOUTH MELROSE, SUITE 341 1 3. ALL WORK WILL BE PERFORMED BY A C ( SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT 1 ') �� w TEL: (760) 643-4041 This am 1:3 rNawle s blend ill supply the nubientsaw OW do matter 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND ABOVE GRADE (FOR TREES). A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH CONTACT: MARY MATALVAaaaiodby the Wallo\ 1'asba�arlc;tsexl asrlbert onpage3ofiheabare REQUIRED TREE WiLL ACCOMPANY THE SUBMITTAL.. UPON- RECEIPT AND ACCEPTANCE ' . OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. .6 PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM: OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY YOUNG & SONS l3acltfzll the transplant with the prepared soil and angered hale if OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY used. The root flare needs to be slightly above grade. If a basin is used, it should. be La 5. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY UJ ' OF TREES TO THE SITE. THIS LIST WILL BE REQUIRED WITHIN FIFTEEN (15) DAYS 81 -910 ARUS ST. used temporarily. Standing water at the base of the trunk.isundesirable. l AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, INDO, CA 92201 FROM THE DATE THAT THE CONTRACT WAS AWARDED. on a REGULATIONS AND BY THE OWNER. TEL - (760) 347-7906 °RC�lalc,Alv1�N1��1�,N-tLM 6. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE LAN CA CO T A T ® S OF THE PREFERRED SOIL AMENDMENT IS LOCALLY COMPOSTED ORGANIC MATTER. ?" SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS t7tbet humus specifications I OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY 1 . PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION Humus material shall have an ash content of no lei`than 6 and no more CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS0. co BY CONTRACTOR WAS NOT PERFORMED. MATERIAL FROM THE JOB SiTE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND zap. Z 0 Awk LAWFUL MANNER. 2. The pH of the material shall be th between l and 7.5. CITY TY O F PALM DESERT _�. The salt content shalt be less than 10 rnillizntrolcm�25a C. on a saturated paste 'go Adlh 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SiTE extract. 2. UPON COMPLETION OF ALL IRRIGATION WORK IF THERE IS EVIDENCE OF WEEDS �L2�ndsc Irt '�l�Cl Schedule 4. Bliconc content add-insoluble shall be less than l.t�partspernnillion. SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH OF siliconcontant{acid-insolubieash)slzallltessttzanse. ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED 6. TypeCalcsnof accnatble poll ducts are cont ftnts,be maiedsnalkathroine soils. GROWTH AND SHALL B E WEED FREE PRIOR 10 R T 0 7. Types of acceptable products are composts, manures, mushroom composts, tttrr�r AND GRUBBED 0 F SURFACE WEED i .n straw,att'alfa, etc, low in salts, low in heavy metals, free from weed seeds,free ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING '!)Sleevng/Gt�dr g LOCATIONS MAY BE SELECTED BY THE OWNER. PROCEEDING WITH ANY PLANTING WORK. a. Sleeve diameter,tyrae, depth and location of pathogens and other deleteriovsmaterials. b. Soil surface drainage,elevations and trash (including weeds&rubble) 8. Composted wood products are conditionally acceptable [stable humus must be present]. Wood based products are not acceptable which are based on red wood 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES or cedar. 2) Hardscape!BcauldE'rt,- Ccabtal� ' , 94 ' •9, Sludge-based materials are not acceptable if the snit already has a high level WORK RELATED TO PROPER EXECUTION OF CONTRACTORS WORK. (6 ) BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR WiLL BE a. sidewalk and wall layout (toxic level)of zinc,copper or other heavy metals based on soil analysis. RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER b. Utilities location 10. Carbon.nitrogen ratio is less than 25:t. 9. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS c. Souldertype, size,weight and placement 1. The compost shall be aerobic without malodorous presence of decomposition WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE produco. BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF WILL BE 3) Irrigation System Rough- in 12. The maximum particle size shall be 0.5 inch, 80% or more shall pass a No. 4 THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. BRING SUCH SMOOTHED TO THE OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, a. Trench depth and location scree». CONDITIONS IMMEDIATELY TO ATTENTION OF OWNERS AUTHORIZED REPRESENTATIVE CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE STOCKPILED AND REMOVED. b. Pipe size and class FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND c. Pressure test(125 psi tors hours) I REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE iN ALL PLANTING AREAS 4) Plant Material (trees&shrubs) i IN ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% a. Condition Sri! Atalyses Plat Axtalysts Water Analyses 10. THE CONTRACTOR WILL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM b Type _- --- THE OWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADIENT. c. Placement 1�1 GRADES ARE WITHIN 1 10TH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE / ��,! •tALJgCK ,, 5. THE CONTRACTOR WILL USE AND 5)Ground Cover (decomposed granite) ' ?1� THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER pU J 31LA - B AlLA03LE IMPORT SOIL WILL MEET THE a. Type M � : ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, AND FOLLOWING SPECIFICATIONS AS PROVIDED BY WALLACE LABORATORIES, SEE SOILS b. Depth and spacing )rant ersi -Village, Jurrc ct o. 0 page 4 U - i C, Compaction CURBS. llnivcrsity Village,Project No. 03-11?C1 REPORT: + s�9�a re - E 1 1 . PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE 6) Final ivlaximum total permissible pollutant cancentxations in ame3zdEncitt in parts per 1\ \ „9�,e� o ee /I / SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED million on a.dry weight basis: G APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 20% a£ a, irrigation: @~ ! BY WEIGHT WITH A MINIMUM 95/ PASSING THE 2. i} valves, boxes and whin Dare � arsenic 2t} copper 1S0 selenium 3t2 PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S THE SODI 6I TIAIR K4&B L NOT EXCEED 6.0 MM. ii) Controller operation and schedule um))num 15 lead too silve)- 10 I APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WiTH RELATED COSTS AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION ill} Sprinkler, bubbierandiordripemittertype,flowralear}d chromium 150 mercury 10 zinadiarx� 30t3 O� C quantityper•plant cobalt 50 molyladenwn 60 sins 300 - - INCURRED BY CONTRACTOR. EXTRACT OF THiS SOIL WILL NOT EXCEED 3.0 MMHOS./CM AT 250C. iv) overall operation nickel too I. 12. THE CONTRACTOR WiLL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF v) As builtt). Trt'e staking Higher amounts of salinity or boron may be present if the soils.are to be PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED c. Overtall aidlotboro.reduce The excess arrP the ptantspecies will toletate the salinitySHEET CONTENTS; I PLANT MATERIAL PROVIDED BY OWNER. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN 1 PPM AS MEASL ER 7'licre are three materials which Nvill decremc the hard-setting of alkaline sandy soils - 1 OFAA A S OF THE IMPORT SOIL WILL organic matter, gypsum and linear potyacrylamide. Polyacrylamide will illarease the13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES Arzrar.ezjai cost per 1,000 square feet by about$50.00, ft can be used if the owner- would EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE BE SUBMITTED TO THE SOiL LABORATORY FOR ANALYSIS PRIOR GLe io Lire best growth condiduas or if there are known growth problems in the local ACTUAL PLANTS THEMSELVES FOR THE OWNER'S REVIEW AND APPROVAL PRIOR TO TO IMPORT ON SITE. WALLACE. LABORATORIES N 0 T E arty. PLANTING. For site maintenance:6. ALL PLANT MATERIAL WILL BE OF A SIZE, CHARACTER AND QUALITY WHICH 365 Coal Cu•cle 14. SOiL TESTING- 1 COMP. SAMPLE/5 ACRES-AGRICULTURAL SUITABILITY 0 Segundo, CA 90245 A� 1 ureaform idehyde (38-0-0) at 8 pounds per 1,000 square feet twice per year. MEETS THE ACCEPTED INDUSTRY STANDARDS (ARIZONA NURSERY AS A MINIMUM) TEXT-REQUIRED TEST TO BE COMPLETED AND CITY APPROVED BEFORE PLANTING phone I310) 615-0116 fax (319) 640-6863 A�apl}+a;ritultural gypsum at 8 pounds per 1,000 square feet twice yeas_ 1 FOR THAT PLANT AND WILL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, 15. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE AND OR OTHER DETRIMENTAL CHARACTERISTICS. Tune29, 2005 p. pp Monitur the site with criodic soil testizla. A ly potassium and phospboruc pi'needed- ; THOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNERS ,,� � J22 t ,�¢ ypsuzn if the soil pH increases above 5.0. Apply% AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS 7. ALL PLANTS WILL BE HANDLED AND STORED SO THEY ARE ADEQUATELY Land Are + \,vest PROTECTED FROM DRYING OUT SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. Tal dactcsan sincerely, KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY ' 3901 Westerly Plasm Ili RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST Newpcn•tBeaeh, CA92660 CN �,,» �`-�� R@Ve51®nSt FOR PLANT MATERIAL ALREADY PLANTED. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT r 7 t &Gerald Fardllr. {sarn�.Ph. D. CASE, BECOME UNABLE TO CHARGE OWNER RE: llni�ersEtylrll9gc,SouUtwestCorne of No. Revision Description: MATERIAL REGARDED AS UNSUITABLE AT ANY TiME. SUCH PLANTS SHALL BE Job No.03-1170 LxccutiveUirector 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5-FEET TO ANY REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL site visit onJutte27,2005 C' 7 BID SET 10 24 05 FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON COST TO THE OWNER. ® BID SET 03 14 O6 DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE [?ear Tal, 06 LANDSCAPE ARCHITECT FOR RESOLUTION. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND R E C E7 V D ! B{D SET BARRIER RA 17. THE CONTRACTOR WI �RA�WRJT CONTROL DEV! F� wnr R� Q�^t tt®rvn NOTED. The site tuts been over excavated and recvntpactetl. The soil is sandy but is cecnentcd WALL AND BARRIER RAIL except in depressions where blow sand has accumulates-l. Calcium salts and espeeiatly U I R E THEM. calcium c rrbowite and cal6urn sul talc form a cement upon drying making soilsRAWINGS_ FOR AUG 2 'f �6 REVISIONS 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS WI impermeable. The term is caliche when it occurs in the subsoil Agronomists call tlris ��� .'.fig: ;oil condition "harcl-setting sandy soils." There are potential probiezns with sleep water CITv OE r'A01 t7ERERT 18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR ROOTED CUTTINGS .kd....F T TREES AND SHRUBS AND g compacted p p NOTED ON PLANS AND STAGGERED AS SHOWN ON DETAIL. mi r�tior\ Ehrnu It the cam •;.tact sail. Ilnennz 2cicd sod below the tie Ili of t't/et:G7tCt3i:;pEP; SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM flood7nain% n l areci drain well unless a clay tense rs present.,Clay lenses accru- in filnaclplains azul are common in Imperial Valley. Marry of the far►ns in Imperial Valley u LOCATIONS INDICATED ON DRAWINGS. 17ade sulxlrains. 0 19. THE CONTRACTOR WILL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS 11 . ALL PLANTING AREAS TO RECEIVE GROUND COVER FROM FLATS AND/OR TURF sandy soils have low water and nutrient. retention. Organic matter can be added to _ _ AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. (EXCEPT GROUND COVER ARE S EH E inercaseern the moisture retention,could be 21izd w Will also condition the soil and zedumhave Date: 1 0 24 O5 C lire cementin;. Native plants could be used which arc deeply rooted and which have SOt�Analyses Plant Analyses Water Axistl��Se5 F I� 1 , W. AD SHALL BE UNIFORMLYZLENDTED tower water requirements. They tolerate infertility better than ornamentals. Drawn Bye SC/BG/AA , 20. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATER(ALS THAT ARE INTO THE UPPER SURFACE SOIL TO Q DEPTH AS REQUIRED IN THE, HORTICULTURAL live scut samples were taken from the Site at the locations matkerl an the site map. 1 . THE SOILS PREPARATION AND BACKFILL LISTED IN THE ' DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. SOILS REPORT. Sample 3 was taken near the interjection of'Cook Street and Gerald ford Drive.Weeds SOILS REPORT ABOVE, WAS PROVIDED BY AGRi-SERVICE, Checked- TJ/TA were growing in the southwest comer near the intersection and in the westerly areas 12. ALL VINES WILL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND WILL (samplc locations 3 and 4). Weeds were absent in the northerly area)tear satrtple areas INC. TO BE INCORPORATED INTO WALLACE LABS SOIL 21 . THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL 1 and 2, Due to the sail compacti:o\1, the rooting volume��low for the weeds. some REPORT AS REQUIRED BY THE CITY PALM DESERT. Job #t 03-1170 . ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL of the weeds had ruateddeeperthan 18 inches with a single tap root, PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, The soils ale inrcrtile and alkaline. •1'he pH values range from 8,54 to 5.96_ Linzcstone 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE 1N Plot Date; 05/23/06 H SHEET L-3.05 is not present- salinity is low. it rangesfrom0,l5to0.25mitlrmholem_ SOIL PREPARATION AND BACKFILL IS AVAILABLE FROM F Plan Set, F 22. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, Nitrogen, plio-pborus, potassium, manganese, sult'ur, zinc. copper and boron are low THE FOLLOWING: o CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR ESTABLISHMENT MAINTENANCE e on average- The highest fertility is in samples 3 acid 4 where weeds are growiltg. AGRI-SERVICE, INC. ,. UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A arepotas iLo l�lurtility s, iron, manganese, zinc plants clue)are the highest in these two areas. Low fertility \mill support growth in plants with large, extensive rant systems 380 S. MELROSE DRIVE, SUITE 203 0 MANNER ACCEPTABLE TO THE OWNER. which arc able to assimilate nutrients frarn a large snit volume. Planting;density needs VISTA, CALIFORNIA 92081 1 . THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNER'S WRITTEN TEL: (800) 262-4167 APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND WILL BE FOR THE �` PERIOD OF TIME AS FOLLOWS: Stria Artalyscs Plant Analyses Water Analyses CONTACT: MARY MATALVA ■ ''( SHEET 24 OF .,24 30 CONTINUOUS CALENDAR DAYS U '+ I IAND 001 , BC N W 2 ERAL . NOTES BASED ON I 7 , UBC TOL'll IMAL PRM V RETAINING WALI. FOR 3. VERTICAL REINFORMG IN CENTER OF 1. SEE S HEIGHT AND POST:IENSI ETC.HIGH WL $10 1. PROTO 0 POST imstom CHEDULE FOR RETA04ED SOIL OM ROD SPACIING, FOOTING'SIN EN C WALL�� m E CIF41VAINNG, ON SEE DETAIL RWI. CONIMOUS TM04 FOOTING - SEE 10 Top�,IP EA64 S,FOOTINGS SHOULD BE EWL, OR IF ROUND L;0,E FOOIIN VCR 1C �,USE STEP os Irp NUOUS TRENOR F007N SCHEDULE ISHOULD BE CLEAW Z amm tow ir WALL SHOULD BE A HEIGHT TO FIT MASONRY SYSTEM. ALL EXCAVATIONS Z-1 .PROTO # RETA!"VAU SEE ScHm,IF- 41 ti CON US AT 12' O.C. AND MASOW-Y FOR,HEIGHT CC FA(X OF. BLOM "THIN BOTTOM r OF AND CONTAIN NO LOOSE ARTH OR FOREIGN MATTZR,CDNT W/ POST TENSION Rm PR MASONRY,SEE lCHEDULE. TO CEN71MM OF POST aL f 7wo, Mwww somxht 3. SOIL SHALL BE COMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF I $00 POUND SOIL REPORT BY:,1. CIP IV foomll 1ISSION RW AT Wki BASE. LOW SOIL IPER:'AE T PtR SQUAR FOOT AND;A LATERAL,bEARING CAPAOTY, OF 275 POUNDSPER SQUA FO 4, Swom R*l FOR PER SCHEDULE NE 111014 T6 poblm SLADDEN, ENG OON FOOT OF DEPTH, 'A INVEC170N. SSI 18'1� ;R UCTU IAL M L 7. 12 MIN. EMBED. INSTALL HOOK AT SSI INDICAJES SM 54 4. INE OF 1TEEL PLAIE AT TOP PROJECT ,140.. 5.3:'�4 �4 5 FACE OF WALL PER RN AND LOCATE SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDAllONS, .USE CONCRETE: W11H A OFAUAINING WALL. VERIF-ANG 71je P.T,RW TED 015(X L A`110N IN%,,,THE FOOTING ANVIDA MARCH 10 , 20 BETWEEN 2 REINFORCEMENT BARS. MINIMUM f'c OF ZO00 PS! FOR RIETAANIN WALL,HEIGHTS 'UP 10 :6*-cr ND �zwo-Psi FOR N^ TURN ALONG LENQjjj OF -EIGHTS OVER 6*- TYPE 11' MINIMUM: OF:.48 HOURS 0 D PRIOR TO WALL ANDNERIFYING. THE TENW''INING RODS SEAR� -'-I A71001,0F ROD IN 'PLATE RETAINING WALL H TOP OF RETAINING �f To It WA�i tK�., ­2 5:IAT & By �OEW OF, THE P.T. NG, CAPACITY'Ll WAw FOOTING FOR PROPER COVER. ::l­PASSIVE 'P -7 Pa.Rt URE 9. 2-#4,BM CONTINUMS AS SHOVO4, PRES�jjRt LOCATION,OF Rw (2) 5� LAP CONnNUOUS FOOTING REINFORCING STEEL 40 BARS DIAMETERS (LAP 2W FOR ACTIVE 36 PC��SLOJNG FOICT1614 C6&� 'TENSIONING,4 BARS 25'. FOR #5 BAR I .640 IMTH' P VE I6. CONCRETE YUNITS SHALL COMPLY WITH,AS7M C-90 AND BE 2,000 PSI MIN. AND,MASONR 7 DAYS OLD PRIOR TO 'TENSIONING. 'THE DESIGN fm FOR 'ME PROTO 11 WALM IS'2�000 PSI,.00 p4s,�(4) THE DESIGN fm FOR Ir SOLID GROUTED CONVENTIONAL PORTION OF COMBO WALLS IS 1.5 USED AS:GAWT NO FENCE WALL ON "TO�P, S :C 'R(3) 7. MORTAR SHALL BE TYPE S. 2000 PSI MINIMUM. MORTAR MAY BE A 0(4) HIW LIFTS, MORTAR MUST BE A MINIMUM OF 4 HOURS OLD PRIOR TO *11TIAL TENSIO.,INC I00 AND 24 HOURS OLD PRIOR To FINALL TIENSIONING.*04 TURLEY 8, FIRST COURSE MAY BE SET IN FKSHCONCRETE FOOTING� I -4 0 rim"-s 'POST SION 'ROD(3) TOTAL Rb NG E OF RETAINING WALL Ok P":1 HEAD MORTAR 10INTS MAY :BE OMITTED IN FIRST COURSL C' �%V IMS AT ,PROlo It' 'WALL IN UEU OF WEEP HOLES OR 'USE INTERLOCK BLOCK. IRETWALL , wvof Tmaws 10. Rf:JNFOCJ�c RODS SHALI, CONFORm To A$Tm A615 Fy 40,000 PSI FOR #3 BARS� T ssl RONFORCIN1 RONFORCINC LENC"W, INC*'Fy - 60,000 PSI FOR #4 BARS ANO LARGER. AM 05 T Ir O�C�IV-40 4810 _.�** 3 8* ; 4N�-V TH 1/2 r #4 A I T lir O.0 #4 11. POST TENSIONING ROOS AND,ANCHORS SHALL BE 7/16- DIA E R .....AIE *m of F-TER lsa�MNC WALL AT C"MUOUS IRENCH FOWONG ROLL THREADS OR 1/2 DIAMETER WITH 1/2' DIAMETER CUT THREADS. RODS SHALL 40", O . #-t AT-I Ir 0.0� 3#4 ctural T if )AAWWy CIO; -H T*M BASE C"IM: A 8,NO SCALE CONPORM TO AISI Fy 4v 60,000 PSI AREA EWALS-1503 SQUARF INC FS� BEARINC 4;� O.Q V-w IV loo . 15 PLATE$ SHALL BE Fy - 50 kal. MATERIAL 0,A1,18 0,Q 4�#4�NO SCALE engineery ar #4 W #4 12. 14ORIZONTAL JOINT REINFORONG SHALL BE FLACED PER DETAILS. ORIZONTAL JOINT 4�-2* AT I REINFORCING SHALL BE 9 GAGE,, LADDER .OR TRUSS TYPE. AND CONFORM TO ASTM A82. 6#-W IV = 4��4* 160: 10 AT ISO OC. A LAP HORIZONTAL JOINT RENFORCING W OR ONE CROSS V49E PLUS AN INCH, 130 SOUTH 13� POST TENSIONED RODS SHALL BE TENSIONED TO 6,000 POUNDS PER NOTE 20 AND DETAIL RW`7. all D.C. #4 AT IV O.C. 346,`1� PW MOON RM, MASM commy 14. VERTICAL CONTROL JOINTS TO BE PLACED AT MAk 36"-Ir O.C. IN ALL NON SlUCCOED FAM %JELLS TER IN SVCCOED WALLS (UNLESS SPECOICALLY WAIVED BY I Nut -O" ON CEN WALLS AND 2V NO UQiT PASSES IM AND END SICL.1. CWPW_SSEO 071 INDICAMR OWNER/IBUILDER) WITH CLEAN, WRTICAL BREAK OF ALL MATERIAL&KTWM 9Orft OF NUT AND 071 VM fr MASONAY ASUTS IV PROPIORLY 70490"M. PATTERN 15. ALL STEEL THREADS, PLATES AND NUTS SHALL 19E APPROPRIATELY LUBRICATED AND 2. USE RUWAC BOND 4. TOP PLAN "I" W'WT ROLE FREE OF RUST TO INSURF PROPER TENSIONING. NO COUPLERS AY OCCUR DIRF-CTILY COMBO PROTO RETAINING AND CONVEN710NAL RETAININO S. COIJOSIou TAB& EACH COMM 8ELOW AND IN CONTACT WITH THE BEARING PLATE..-11 011 10 Of UM AT MH TINSIM R00I, 03,%Nl u %Tp all OS AT 24 -8" HIGH WALLS G TADS fM*M Up AGA%W BOTTOM Or�1/y NUI Ot EACH WAY, 16, RODS AND/OR ANCHOR BOLTS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE AND 'YAOS C0U.APSIM TO ACHIEWE V30N. 4, VERTICAL F"FMNG� AT.CON"MACTORS OPTION.rx FNIM BROW.8. DI IS ONE OF TWO APPROVW MMOS OF 17� HtGH SOIL NOT TO EXCEED 2 HORIZONTAL TO I VER71CAL SLOPE,M4$MMW 070" OPTION OF TDOWNG IS I -11 HARDWARE IS DEFINED AS; TENSION RODS, BEARINGLATES, COUPLERS. NUTS, ALL NO FEN ON TOP I., BASE IS INSPECTED SOLID GROUTED CONVENTIONAL 127 CMU4L.I& PROTO PRO70-11 TORME TO 58 FtMS USINC A CM0010 CE THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (D-n) IS A TOME' WRENCH DTI "T STILL K RACM z UPPER WALL IS PROTO 11 RETAINING PER SCHEDULF ABOV17,ON ROD W USING TORQUE WRENCH METHOD, COMPRESSIBLE WASHER) AND PLAI SADDLES, ALL OF THS HARDWARE SHALL BE SUPPLIED 3. MOTING PER.DETAIL RVA.SIM MERAL NOTE:I& No7r, BY ONLY AN APPROVED PROTO-11 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS(3) t APPROM SPECAL DEPUTY INSPEM WU A. NO WM VFS NEEDEP SHALL BE 7/16- DIAMETER WIH 1/2- ROLL THREADS CONFORMING TO ASTM A615 (FY TcrrAL WALL SPREAD FOOING PEWORU A 'ASUAL INSPW',�­' *" USING THE IF le BLOM IS USED, 60000 PSI) AND HAVE STEEL CHEMISTRY SO THAT SENDING AND THREADING CAN BE RETWAU D-4 WTHOV TO CONFIRM M DTI IS MLLAPSED ACCOMPLISHED WT14OUT DAMAGE TO THE POST TENSON ROD. AREA OF POST TENSION ROD 12' cmu W PROTO 11 VERt _--TC�7�G N71NUOUS I KEY! EY 48GHT W804T RFINF. RUNFORaN I DEPTH (2) WITH NO LIGHT LIGHT WXS KTWEEN THE TABS COUPLERS-1503 SQUARE INCHES. BEARING PLATES ARE 1/4' THICK (ASTM A36 STEEL). 1/2 AMID BOTTOM OF NUT,,IF USING TORCUM WOC14 PER ASTM A36 AND THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY 0, 4 ME7HOD, DEPUTY INSPECTOR WILL *KfIRM WALL 71-e 217ir 4!-Ir 0 AT IV (),r- 4!-01 12 05 AT 23 C. ar 12' Ecy" MIN, INTO COUPLER. 1/2* NUl-5 ARE TO BE GRADE, 8 IIS IMWEO TO $5 FTAN AND VISUAL INSP PER er-cr V-r 5!-e #5 AT 18- O.C, C-2' 12* 05 AT 230 OI.C. 4 is '120 2 V-10 OF 071,IS NOT MAIM. ASTM. A325. 1/2- ALL THREADS PER ASTM A307, GRADE 60. DIRECT TENSION INDICATOR 1). WST4M MUST HAVE SPECIAL DEPUTY INSPECTION (0171 - COMPRESSIBLE WASHER) IS 'PER ASIM, F929 TEs-nNG PROM.OVRES, PLASPIC RE13AR fr--fr 2,-r 8*-D" #5AT O' aC. V- 12* O�C. 12" 2-,r Ir �#5 AT 23 POWONED BY W OF THM TWO "O% BY �NID _S�CALE SADDLES ARE NON-STRUCTURAL AN APPROYM SPECAL DEPUTY IWECM. 9-4` 27-8r W-W #5 AT Ir O-Q, 4!-111 ir J5 A7 22- O.C. 5.#5 V-6- Ir 2-fi"19, IN UEU OF FULL HECHT RODS, 0ONTRACTORMAY USE SRORTER RODS, Ilt COUPLERS AND INVECTOR40 PROVIDE A COMPIM FOOR TO Ify-e 31-4! '#'-r �'#5,01r MC. 5'-2' 12* #5 AT 21 O.C� 5, #5 12*-C HCIOI� OR -e LIS= PARTIES. STRAIGHT RODS THREADED 007H ENDS FOR ADDITIONAL UFTS, MIN. OF 2r CL 2-HOOK AT END OF TENSION ROD, 06,A -11, 1*-2m #5 AT IW 0.2M A PROTO-0 071 (COMPRESSMILE WASHER) SHALL BE INSTALIED AT EVERY TENSON ROD: BETWEEN 1. Ir CIINVOCIMAL MAOW WL THE BEARING PLAN AND NUT W/ THE bTl "TAW FACING UP AGAINST THE BOTTOM OF THEINUT,Z Wt FACE WNFOROW "M AWW- THE SPECIAL DEPUTY INSPECTION REQUIRED AT TIME OF FINAL TENSIONING BY A PROTO-11 swmpj_-115 NO SCALE 8 OF 010 3L O*t MWTAR HLW PROft APPROVED INSPIECTOR SHALL VERIFY F NAL TENSIONING TO 6,000 POUNDS Y 1 21 METHODS,ME7HOD I; VISUAL INSPECTION OF DIWECT 10SION INDICATOR (DTI), TABS FAONG UP AND cm m mp 01"ws WUPSED AGAINS7 NUT W/ NO UG14T LEAKAGE BETWEEN THEPROTO-0 DTI AND OOTMM OF NU . c 01310 p* SK MMMX PM MT*% A. ROTO, �RE ok,K. TAINING AND CON VENn ON AL RETAINING& 001PIMY REMOW FAM M S METHOD Z USE OF A CALIBRATED TON" WREN04 TORQUED TO 55FTABS. (DI MUST SlILL K BET111M A"MT Ir VASONIV� -8 , HIGH 9, Z Lu PLACED WITH MEIHOD 2. NO VISUAL INSPFC'PON OF DI REQUIRED WHEN 14NG MMOD 2). WALLS GREATER THAN 1 O' z 7. DOW r cuNww'"o"AL INSPECTOR SHALL OBSERVE THE USE OF THRM LtAIRICAN't. IHE POSITION OF PLATE, ON 9L=,,,AND INTEGRITY OF MORTAR JOINTS, AND PROVIDE A SIGNED REPORT TO ALL APPR"Alt PARTIES, z w 2* MAk MASONRY SW z DMT u Tie Lcts MASONRY DESIGN IS BASED ON THIS SPECIAL INSPECTION,T Ir ac WAY� CM 1. BA$L ON NO FENCE ON TOP IS INSPECTED SOLID GROUTED CONVENll AL 16 U. t 3 meow 0ULE ABOVE.li'i /40 LIPPER WALL IS PROTO It RETAININGi AW 1,2* CMU PER SCHE Lj Ul Li _j ETAINER WTHOUT FENCE ABOVE,WIW lir MAMt 3. FOOnNG PER DETAILS RWIA, #WlC AND RWM 10. MM-SML FACE f0*XRCWC A ICL A 4W 0,C - I* W WL AS _j-- 4) fw"". Rmramm nal,m;s4T '10TAL WALI, SMF�AD F00 OF If AND lir MAS"Y.11. SOL FACE ROMFORCINO PER 1. CONTINUOUS FOMG IWORCING 10. IWALL,FOOMNG - SEE SO4EDUtL HMT low Cmu le cmu, Ym. CONTINUOUS TOE Key EY 14EIGHT HOGHT REW, WID'04, TH'ICKNESS Tw AS INDICATED IN THE SWEDULE 1* 41A. P)0C WEEPHOLE AT "NFORCING REINFORCING 1.040TH "DIM ' OEPTH ISCHEDVL�, fo,_O* a9moMmoomm­_-_- ---OR JW'M 2. CENIM F0(MNG; REINFORCING il Lw OF FOOTM, X-Ir Z-Ir V- #5,AT 160 04. lr� .2'-Ir AS KOUIRED - SE SCHWULE 94 LIM,OF PVC WEEP HW_S� 05 A Or QX� 5 $0 2! 0 T 12- D.C. 6 2-1 Er O.C, L ISIM PLATE 1/4*)4*xS 3/r AT 1Z MASMY.CAKMAX f TALL FU WJH Iz-v r-Ir X-W A 05 A MORTAR, THEN FLIPONTO RODS AS 000AM'12) e 'i � 1 , a. EACH POST TENSION ROMLONG 04"SION SHAM " ON FACE I& 019i SOL MAX 8ACl(FU:%0PF A, Sm o"al INC fOR sea mu no ovm To 4 HORZOW& 'M i VWCA�ww PLATE DIRECTLY OVERIHE END WES 14. LOW SOIL(MM WIW AT OPEN.-DIDED BLOCKIS), H' READS OR NUT NUT ON T PLAN TO BEAR FULLY ON VO MD 04TEWALY IN/ P�l ROD�IIEQUAUY ON FACE SHOLL& FOOTM THOM,% - SEE SCHEDULE-4. NOT Usw� 17. FOOTING WIDTH - Sm SCHIEDULE 5. STANDAPD 1,101070INT& J004T it TOE tFXGTFI -MASQNRY� RONFORCING AT TWS MORTAR It 2-#4 CONTINUOUS REINFORCING BARS AT lOINT AND Al 10* 0.11 RM AS-SHOW 06-115-3714 NO SCALE 6. 8- PROTO It RETAININC WALL W/ 20. REINIZOACINO IS CENTE!t.FX, IN FODIW(i Al POST TEN" RMS PER SCHEDULE. RETAINING WALL HEIGHTS:V-C AND LM 7. Pt K0 I ON FACE OF WALL AT WALL BASE, fOR HEIGHTS OYM V-r TOPAE"COAMT 41 CENIM IN WALL AT TOP OF RETAINING WAU.,FOOT OF GRAVEL AT 6 r�CLEAR AT TOP OF FOONG 21. POST IMSION ROD IS AN(MORED A EACH WEM MUL SOL FACE - SEESCHEDULL �UATE QE. .-C&IURNIA 9. MORTAR NW AT P. . ROD 2Z Ir DEEP CONTINUOUS BOND BEM P15P ME z MIN. r Mi� OETAfL RWI3, JURISDIC ONAL INSKC flON REQUIRED AS FOLLOWS-(13)23. UNE OF OPIWAL IMCK F0011NO - SEE 00-115 NO SCALE 00 MORE IN�ORMATtON� AL Y AN ICSO MIRPFIE SPECIAL iNSPECTM S�GNED.UP, AND DETAIL RWI6 F t SPECi � DEPUl,Y INSPECn REQUIRED 9 24. XEY WIDTH PER SCHEDULE. APPROVED BY THE CITY PRIOR TO, START.OV WNS71RUCTION1. u M XEY DEPTH PER,SCHWULE. so""26, STAKOARD HW, TURN INV FOOTWO TO 2. THIS INSPECTOR, SHALL INSPECT FOO'nNGS FOR SIZE A140 STEEL PLACEMENT PRIOR P To OURING. INSPECTOR 1­1 1; I 11 I I 'll 0 MAINTAIN COMOL SHALL 114SPECT CONVENTIONAL REINFORCED MASONRY BASE OF CM130 WALLS,27 F10M FABRIC PER SOILS 1, WROUGHT IRON FENCE PER ARCWL ­NG SC�ALE 2& r:DIA PERFORAft PVC PIPE 3. INSPEMR SHALL PERFORM A FINAL,INSPECnoN ON POST-TENSIONI CONNIECIION PER VIOUGHT IRON NO AS LISTED AT MERAL N07E 20 AND 29. #5 AT lir O.C� WITH STANDARD HOOK DETAIL RW7.11470 FOOTING.FIAM MANUFACTURER.z WROMT IRON MEM (22) X #$AT Ir O.C. 4. INSPECTUR To PROVIDE THEL ORIGINAL Or BOTH REPORTS TO �THE CITY. COPY OF BOTH REPORTS TO WNER 0 3. OW SLMW CaL SOW,FULL -11 WALL SYSTEMS� z AND PROTO bum II(2) 1. W OLM, MAX C TAU_ PAT --D 41726,567 IM IN T011W I IT IS ACCEPTABIE TO TENSION 2. HIGH SOIL AT RETAINING WALL IAS SHOWN FOR RETAINING 3. sl EEL PLATE 11ex6"A 3/4' AT U:5, PATENlto,6,431,797 AWALL HEIGHTS GREATEIR THAN EACH POST AT �ME FWT MORTAR. TENSION ROD. LOW NT AS SHOW DIMENSION S14Aii BEAR ON FACE 'MC 3; MOTO #,KAINING W", r 7-1 C"SHELI S. PULL ROD OM TO BEAR (020%Cl= bF PW IMON TR jW AS $HO RATE DIRECTLY 00 THE CENTER WEB. SWEDULE,CONTINUOUS REINFORM"It To OEM FULLY ON WEB AND R E C, OZ� 15 2011 A EQUALLY ON FACE SHELUS (14) 206A 4. Er PROTO If REMINING WAUS(4) I 15,A,JUG 4 16-1 SCHEDULE-5. HIGH Wt. MAX 8MXFILL SLOPE - L EM8w. IYL SEE DETAIL RWT FOR 110 MATION a?Cl 4 HORIZONTAL TO I VRTIC&W/ POST "SON RODS PER ;olN 7(26)SHM BUT NOT NOTM 6. Or DEEP CONTINUOUS BOW BEAM(4) PER DETAIL RV,1 OB NUMSE ,06 115 3775 IIso Cuf A VO4., vltlllf",Attp�� (20) MIAB EJm (23) , (14) D JAD AS NOTE �17) �ATC:TV W OF MOM I IVMM WMI SECIM W ROW "O 3/21./06.01-115 NO SCALE MOM"~ I ------------ / - I . � I I I , I I I I � i i ; i i � � i i . � I ! � � I I . I I � - . . I - I . I � I I I � � � I � � I. I - I I � I . � I . I . � ; - I � � � I I I � I � I I I . I � I I . i I I I I I- I,I I ,� I � i � � i � � I I . I I .: I, �.I I,I. I �,I � z �,�� � I I � I I � � I � I .. I 11 . � � �I. .1, .I I. ,�� ,:, � i . I ,� : � .I 1,:,I �I� I I. I.I � I � I � I I., I � I I . I '' ..� 11 I �, . 11 ,o. 1� 1 . � I . � - I I I I � I . . I I I I I . j i I � I .1 11. 11 � 11 . 1, 11­� ., I 11 . � I � I I I I I ­ I - - I - I � . . 1. ,. i, I -, �4, t , � . . I I I I 1-1 .11,11- � I I I � I � . I � � �_ ,mo, ..,; ..I I I . I I I I I . I . I I I � I �I . . .I � I I I I � I I . I I� � . It,io I I I � 1 . ­_­­ . �� . I � . . -_ ­1 � I 1­ 11 - , W I I ��.. . I 1 . - I I .,. � I - � I . 11 I ­I � � � ­.. - . _...,_'­­_ Nommm PION �,,,I.,,,�-,I,1 1�- I I WHI'm= I - I - . I . I I I ...�-,,"" I'll I, I'll, i � I -mmimmm I I . I I I 11 � I .- .1 I . � � I .1 . I � . I I i I� .�,. . .� j j. � . - lk. I I - 61.0 1 0 0 a,,0`01 1. I j - I�I.I.......1..-.--� I I I - , jjj j � I I . I j . . j I I j I j . j I� I I .I I. - � � - . j I �I I I 0 � 11 ,.11 � I . , I�,�...I� I I I . , . 0 1. . I j �, � I " ., � j .--� . � _ -L--j,-�-qtttlq�Q4 I � I I �� 11 .. jj I I � . . . I I j I � j I I j I 0 1 I I I I �. � I . I �� 11 11 j . I I � I I I . j . I j I I � � , I I j. I I j I I i - I I W= GENERAL NOTES - BASED ON 1997 UBC AND 2001 �'� CBC � j . - I j - I I . I j � � I . I j 11 I � j j. I I j j j I � I I j I j . OR-%, fim I I � - � I I I j I�� -1 j I I I �, - I j I j ea'm 11 REMNG Wh" =XULE j � II � . I . I . . I I . j � � . I I .j I �� I j , : �� A j -G, F007ING SIZE ETt ;,o j , � , - -----. 1. PROTO 11 RVAININC WAU. FOR I VERTICAL REINFORCING IN CIENIM OF It, SEE SCHEDULE FOR RETAINED SOILHEIGHT AND POST TENSIONED ROD SPACIN 11 I rm = 0 , - � % . � 4, , . j j j I j ��� I I j �I I � . I � . L I j � . I . I , 11 - I I 0 : / � I , 2*000 PSI'' � I I I I . I T, I,, PROTO 11 POST TENSIM . j . I ­ NO FENCE WALL ON TOP 2*j 1 SLOPE I I 'j , i I -11- . � I . � j 0 0. I I I � I 11 � I ..... �,I . . jj I I 11 . I . . j I - 0 . j j j � I 11 I � 1. -No SM �SME OF KTAMINO INFORMAION SEE DETAIL RWI,, CON'TINUOUS TRENCH F00TN(; - 0 2. FOOTINOS SHOULD BE LEVEL, ORIF GROUND SLOPES, USE . � , � . I I I � . I .. � I . , RETAINING WAU. , I STEP FOOIANO& EA&H MP I � I . I 0 j I I . . I � I 0 1 �, � �jj . j, I -, ­,", � � i 06 � . � Ij � j j � I I Ij j I .j I � j I �: � . I - - ­ . 11 . I WALL Z OWNUOUS TRENOi FOOIING SCHMULE ' � ­: .1 I I j I I j j - I I . .1.- . -I -­ . ,�� -1- I I I - � I . "I 'll j I j �_ . NUOUS AT 12* O.C. Af4D SHOULD BE A HEIGHT TO FIT MASONRY SYSTEM, ALL EXCAVATIONS SHOULD ,BE.MAN �, 0 j.j I I . I j � .j , - L � �� � . I I j I I � I . . I I - . I I , I : / (1) 2. GROUIED SOLID Ir VICK . - SEE SCHeW1 4. 1-05 CONI'l 0 . I I � I I 11 I� . : , 11111F w, ,. � � I 1. �, I I 1 j I � j� ­.--,,� � j I I j I , 0 1 1 . I I - ,­ L . . I . I -_ j � . I . -- I jj 11 j Z ,0* PROTO 4 RETAINING WALL AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. j . i 11: 199 'tS � j . � I I j ,j 11.... �/,�,� MASWY - FOR HEIGHT OF tf FRW FACE OF OLM,' N BoTm r OF � . . '. � � I 1, 11 - I j j I � . . ,_��­_ � I j . I � W/ POST IMSION ROD$ PER I I ,. . j � So L:mqjaN PAR � � 11 11 -- - I j , I I I I j j 1 . I I � I . j -1 � Amt= I I � �_�", j � I I - .. j I � 11 I j I I I I .1 I I . 1. I I I . ­1 .j. � I 1 . . 12r MASONRY SEE SCHEDULE. TO CEN7E"E OF POST A=N"Nuomll. 3. SOIL S14ALL 0E ,CoMPACTED AND HAVE A MINIMUM BEARING CAPACITY OF 4.1300 POUNDS , j - : 1. . I . - j j � . . 0 1 j I . 11 .1 . . I j _LLL �,, I j I I I � �. , I . . " � .j ­ j I j . � I . . 0 - j . j . j I - I . I j ��,1, I I I j . 11) j scKDULE 1 . � � . , ORT, BY. I I � I - j ____- -- I � I I � � � I 1 I SOIL.REP - ­ �11­� i I I I 1 4 1 3. TOP OF FOUTINQ MSION RW AT WALL INAM 3. SEE DETAIL"I FOR S. LOW SOL MR SQUARE MT AND A LATERAL BEARING CAPACITY OF 275 POUNDS PER SQUARE FOOTPER .,� . I .j, � " � j j � I � I .1 I I � ' ._,�, � I j j ­ .11 . �j I - I . 11 j j I . 11 � . �j 0 1 1 I .. t--- t I �� com �d 4, fONFORONO I" SNEDLU, & J4 CMMOUS. j . j I � � ,� .j I I I I .� I I � . I SLADDEN ENGWERING . I 10 � . . � j I'll, - I . / I � � .. CONNECTION TO Fwlwox (8) .1 � FOOT OF DEPTIti. I . � � I I "I I I 1.I jo I . 1: �, SSI INKATE8 SPECIAL SIRUCTURAL INSPEC'nON, SSI -M�j . � j � I I j j I 0 I �, 11 � I � / (2) � 7. 12 MIN, EMBED. INSTAIJ. HM AT I I PROJECT NO..- 544­5153 � ,j I I I I � j , j 11 UNF OF STUL MTE�AT TOP I I) j , I � . .. I 1 4, 1 1. j . j I j I .. j � � I I I , . ,j I j I I I I . I -r " � " I . I . I I . j I I � - V . � I . I j I I . . � / . -T OF RETANNG WALL � &RIFYING THE P.T. ROD LOCATION IN THE FOOTING AND . I . � jj � .� /. / ,I I,--""-(1) � FACE OF WALL PER RW6 AND LOCAIV 4. SOIL SHALL BE WELL DRAINED FOR FOOTINGS AND FOUNDATIONS, USE CONCRETE WITHI A, , I j � . MARCH 10, 2005 1 i � I 11 I, , Z -, . MINIMUM fc OF 2,000 PSI FOR RETAtNING WALL HEIGHTS UP TO, 6*-O* �AND 2�500 PSI I-FOR . I . � I jj ' �, . j . I j.j . I, j I I . I I j I . I . . 1 . . . l I I I . I 11 .' "I, & LOCAITON OF ROD IN PLAX (s)- 1'� Kr*EEN'2 REINFORCEMEN'T BARS. z j " I� j , / I j .. . -0) & 6- HOW, TM ALONG, LENGTH Or- RETAINING WALL HEIGHTS OVER 6'-e TYPE If MINIMUM OF' 48 140ORS OLD � . I j , WALL AND. VERi"NG THE TENSIONING OF ,1HE P,T. RODS BEARING CAPACfTY = 1$00 PSFL ­ I � j j I I � I I I � . . 1 . � � I I f I . �I � I I j , � , W' q 11 , j j I . I - I I . , - DATED� I `0'� It I I ,j I . I . j . ,, ! I j . j �j I :� : ti j I / I . (CENTERM) AT TOP OF RETAININO 2* TO � � . � j . .1 j : : . . " = ,275 fl:,�CF J. ;: , � . . r%m . 11 ,N� I j I I � : '10Y MEWNG 11je D'n WASHERS. I j � . 1. ) I j I I , , j j 11 � . I . 11� - . -%OJ � - * 11 , j j I I j I j I j I I I . j I I I , � I � (2) (5)­,\ 0 / WAU_ 4 (3) FOOTING FOR PROPER CO"� TENSIONING. . j I . j . � j � -#4 BAR CONTNUOVS AS SHOWN, I I j I j I., I �� I I I I WE : � . : I � I � �, I/ . . " ,� I . (2) 9. 2 - 20m FOR I .� I I I I : � AC PRESSURE = 45 PCF I . I � I j - : j I � I , 6. LOCATION OF ROD BELOW AT BASE I 5. LAP CONTINUOUS FOOTING REINFORCING STEEL 40 BARS DIAMETER$ (LAP: I � I I I I . I . I . I I I I , I . I I I . . . I ' . I � 1 I I I � 11 � .11 I 1 1- I . ., � . . � .1, I � I - I ,. 11 � I I I 1 . I ,�', I I � I L i I � I / I - .�z , . I I I � I � I I I SL f* � . I I - I I I / 1� I I � � I I � � I I � , I � . I � I � � I I I I . / - � OF WALL .0 BARS W FOR #5 BARS). I 1. I � I I . I ., � � � 1� .11 � 11 I I I I I . ;� ,IDING FRICTION COW :� � . .1 � I� � : I I ,.-- (9) - I I I . I ,�, � I I I I I , I � � � I I I I I I I 1 I I I I, I I�� � I 111. � I I I I I " � . / I I I I I � : � I I I I I I I I . . � I I I 11 . . � : . I I � I I I 11 . I I I I . . I I ! I . ... _. I I / \ � . 6. CONCRCTE MASONRY UNITS SHALL COMPLY W11 I .� �' I - � I I � I I I :�m �4_0 WTH, PASSIVE � , I I'll I I � � I � I I I I H ASTM, C-90 AND BE 2POOO PSI, Mik AND : :. , . I I I � I . � I � I I Af I I I I I '� � . � � z --I-I- .- I __ " I \_ - 7 DAYS OLD PRIOR TO TENSIONING. THE DESIGN fm FOR THE PROTO If WALLS IS 2,000 Ps, ' :, � � .I . I � 1 I I . � � I I I . - � I 1 - 1 111.1 1.�q ''I . . 11 - " � . . . . 4- (1) I � E I I . I , I I I I � I I �� ''I . I/ " I - � , I "I I � )WD DESIGN PARAbE= -­ I . I � ' ' : I . I � . : I I , ,�. I 00 PSL � : - I I I I -, I � . I � � I I ! I il"', , 0 � f,A I . I � I I � .� I � " , I I I � I � I I I . I I I :� .. . , ; , "' ��/. I I I k1t) 'THE DESIGN fm FOR 12* SOLID GROUTED CONVENTIONAL PORTION OF COMBO WALLS IS, 1,,s I � - I I 11 -11, ,�,: 11 +.1/r I - , / (2) � - I . I I I � � . I I � I I I � - . . I I . , � . I �111 -I- I A - 1, I I . I , . I I - � iI I . 1-1-11 I zsc I . I I . I I ,� , , I � I I� I I' - I f "I � ,11,1111 ,�- f,,-- I I I lvx - � - . I" , , � , 1, . � . I I. I � I I ,", I I . . I " o"o, 7. MORTAR SHALL BE TYPE S, 2000 PSI MINIMUM. MORTAR MAY BE USED AS GROUT IN er � I . I I .: NO FENCE WALL ON TOP, i , , I- � .i . I I ,", L Vz I I CARUSO " .�11 - I j) ,.,. . I I I I I � ­ I I . . - I I . ��,:� , � � . . 1� t (6) � I I I I I I I I I I � . 1. 1 - . I I � I - �I I 111. I. I , I I . 11 " � - 11 � . HIGH LIM. MORTAR MUST BE A MINIMUM OF 4 HOURS OLD PRIOR TO IN11AL TENSIONING , I I � . � I I I I � . i I zi 8 110 "'.-"� - I,I I . � (4) , - . ­� I ,� I 11 I�11 I� I .� I t � . I I I . 11� I I I . . I ". I ,:1 - . I I . I � 1. I I I I � I I - I . I I � I I .1 ­ .e TENSIONING. 11 I . . I � I I !�.' I 11 �, ", ­/ � AND 24 HOURS OLD PRIOR TO FINAL . I I I � � I I I "'�,,,,�l�', � �'_`."`­(43 - I . I I I I I . I I I I I I TURLEY . ,", I m , i, * :2 " 11 I . . . � -_ c)g I I ­1 I I ­1 I . � � I I I �', �­_ , I . I I I� I "' 00 ) I & FIRST COURSE MAY BE SET IN FRESH CONCRETE FOOTING,, I'll I �� 6; ia.,-.� � � � I _1_#_ .� I I . 1. I ,�, "I'll, � I �. I � I 11 I I I I 1. . � I i I I I "I .. "I - I � � . �, I .. . I �I I I I , :POST TIE14S AT S I PREAD F007flNG � � I I C" '. I I I I I . � (3) . I I I I . 11�1 1". -ir SFAaNe ODS �I I I I I I I &me I: � : '171, 1 . I 1._,,,� -mms 'rF � - 1 I, � 9. HEAD MORTAR JOINTS MAYBE OMITTED IN FIRST COURSE OF RETAINING WALL OR FENCE I I � I� �I . I _______._., '' . , � � � I I ,�� S c 0 r's #I" j " I I I 11 I " I I I . I ' I ­__ ____ - --t---__-_�­_­­._ ----------�--- I � I I I I � - 11 � . : ,A I I I I . I 1, I I ­ . I I�-,:' � I f �PROTC 0 F . I I . � I I I I I I., I 1 , L � I I I I � 11,�, / __ --11-1-1 WAu. IN LIEU OF wEEP HOLES OR USE INTERLOCK BLOCK. I � . � -*-v,A---4 , ,, _­ , I � I - I - ''. -11 10 I � � I I � ,2",t_ - � � .4.1 j I I I � RE11CALL cmmm a�wvwowvs IM I KEY KEY ' I I WIDTH THICK"m MIN , WRT � SEMA" q I CLR. 10- REiNFORCING RODS SHALL CONFORM TO ASTM A615 Fy = 40.000 PSI FOR #3 BARS, H T 55 "FORO,Nr- cmNFrpr1Nc- - f IN u . I vom - WIDT" DFOIN "F - i wq� ----M ===­___��.-===%1=0",=---=p�m== -_ -11, � I 11 - __-, -, - -, _1 ­04�_ _ 11 I I � 12" e ry = 60,oM PSI FOR ,#4 13ARS AND LARGER. I I I � I I b I S-4' 4p" O-C, fl�_w $I #4 AT JW I 0a.c., 2 #4 1 ob $- 11,- e-11- 05 AT 13� O.C, I � � 'I� .' I ! I I I I ��� , , I i I � 11. POST TENSIONING RODS AND ANCHORS SHALL BE 7/16" DIAMETER. WITH I/r,DIAMETER � ------,.,�­ttt v­A ___ --_ : con soll ti rig i . � � IVOTO 11 RETAINING WALL AT CONIINUOUS 7MCH FOO'RNG ROLL THREADS OR 1/2' DIAMETER WTH 1/2" DIAMETER CUT THREADS, RODS SHAJI . I I 11 . 41tll-tr I w ac, 1*�fr W #4 All IV O.C, ! 2 #4 6* 10* � il-r V-6' 06 AT Ir O�c, � I I , I I . I I :,-w-------���ttlm-o- 44 4RtA . . wt 11 � -- -- stru' 'etural . I I I I I I I I � I 1 � �����W MASONRY 02-115-206A N,o SCALE CONFORM TO AISI C1004 Fy - 60,000 PSI AREA EQUALSA503 $WARE INCHES. BEARING I �� I 4*-W 3710 ,V�c, -e w : #4 AT Ir 0 . t - I I � I , 3 #4 1 W , I(r Itt-so --- ___ . I : -, Ir O.C. ? � I � NO SMI . PLATES SHALL BE Fy - 50 ka). MATERIAL . 1. 11 1. I I ..." - 11 � "MMIL Z, ­t,-..­-- __ � � - � e n g I T1 e e,r s ! 00-115 � I I I , � --*- - I 1. . I'll . I'll, . I � I : I I i � 'ONO SHALL BE PLACED PER DETAILS. HORIZONTAL jDINT I � ,V-e 16"', 4.t r_#* Ir #4 ,AT Ir ox. � 3 #4 lo* if-$* ----, �___ � � I ( )���������� t : I I � . ,� I I I ��� . I ­tw-k_.. I .. 12. HORIZONT& JOINT WNFM . I �, I I I 0I _­ ­ � I 11 I 11 _ I I I . I ­...m .-.,-- ­11 I � I I - _____­r________T_ I � I I 1. --- � '�-AjA,ri('ff,Y,l i_TP I . Mo ,v "; ­­ �, I � . --------- ­11. 1___"­.0i , � I REINFORONG S4ALL Btr 9 GAGE, LADDER OR TRUSS I`YPE, AND CONrORM To ASTM A82. . . W--W I . i #4 AT Ir I 0.I C. I I 3 #4 __T I _­.11 - I i : I I I I - - _ I le o.c. � 31-r; lor - 12�' T "' I LAP HORIZONTAL JOINT REINFORCINQ 6" OR ONE CROSS WIRE PLUS AN INCH. I vow@v__.__ ,, ­...*� -L-0- -- ­.__#� I I I I I�'Yq , � � I am I I S��,W-H RM,P-�J [)QW, i I KQM-, -0) 13. POST TENSIONED RODS SHALL BE TENSIONED TO 6,000 POUNDS PER NOTE 20 AND DETAIL RW7,, 11 L I . � 11 I � RNPE AR17,0NA N9P,l I I 1, , iI I 11 I - I I I I I 1. 11 � 11 I I i I I I I 1. POST TENSION ROD. I t tr MAsoNRy emoslay Ic VERTICAL CONTROL ONTS TO BE PLACED AT MAX. 36'-O" O.C. IN ALL NON-SIIJC.COED I I . � I I � �4&J) 'I7,M-11700 , I I �, , � � I 11 11 � I I - I I I 11 I I � I I � i I I z wy FWMOV[ fACE SHELLS SETW"-- WALLS AND 200-0" ON CENTER IN STUCCOED WALLS (UNLESS SPECIFICALLY.WAIVED BY I I % I , m ,,_,,,,,,,, I I I I -- � � . � I I � � I . -A�, � , � 1%ht. � I I � ,IFKX 0) _'11174 ".111 I I I I I f �,'481 . " it I � 11w 3 COMPKS'STO Oil INDICATOR - NO LIGHT PASM WO AND END SHELLS mo OWNER/SUILDER) W1114 CLEAN VERTICAL. BREAK OF ALL MATERIALS, I . � . . I . . " � ''i . � � ' i 4r MASONRY A9UYS 8* I I----.- I I I I I I � If '_ I KI%VM 801TOM OF NUT MD DT WEN - I I� - -------.- __ ,- � I ./ N (2) MASomy lb� ALL STEEL THREADS, PLATES AND NUTS SHALL BE APPROPRIATELY LUBRICATED AND I I 11 � I . . � � . I 'i ,� , � �, I I PROPUty MSONW, I I I . � �,,,, �" I * TOP PLA'M WRI OFFSEt NOVE -�"-P­%­ � / . I USE FWNRIN6 BOND PATON FREE OF RUST 7`0 INSURE PROPER TENSIONING, NO COUPLERS MAY OCCUR DIRECTLY I � : COMBO PROTO RETAINING AND CONVEN110NAL RETAININO I I 11 � �; I � �,7 _117 7 1� - -_ 1, I 1 5t OftiAnkf TABS 1.�_ '­ I �7 EACH COARSL BELOW AND IN CONTACT WITH THE BEARING PLATE, I � 9 - - I I � 1 . I - � i, I,". � I 0 1 1 13 BINT V VT4 6" LEM AT WALLS GREATER THAN 6'-O" HIGH I . 1''. i . A. PROMA DII TO BE USM AT EACH TWON ROD,, I 11 i 2,V 16. RODS AND/OR ANCHOR BOLTS MAY BE STABBED INTO WET CONCRETE OR TIED IN PLACE I I I � I II I I ; I TABS FAONG UP ADAINST OOTTOM OF Ilr MIT I'll, I I i I I �­ I 11 at EACH WAY I .......I-- I I � -1 -� % I 1%11. AND TABS CMAPSIM TO AOWW IENSION -1 k � L I � 1 4014� %0T1MFMNfMQNCp, AT CONTRACTORS OPTION, I I � ,� 11 I I, "',, ,A �� . .1 I . . I I 11 I I 64 FMINO BELOW. I I I , � i I & DII IS ONE OF TWO APPROVEt VEMODS Of I , � I I. 17� HIGH SOIL, NOT 'TO EXCM- 2 HORIZONTAL TO I VER'"CAL SLOPE, � W-M_. I I 4A.1 s ml�l . � I I INk , � I I � I I ,�Y_ Exp� 121,11/011 �* : I UNSIONING. OTM OPAON Of TENSIONING IS I I -0 " I 0 - NO FENCL ON TOP 1,, BASE IS INSPECTED SOLID GROUTED CONVENTIONAL 12M cmu. I , I 1 (5) TOW TO 56 FTASS USING A CMMATED I I , - �_ I& PROTO-11 HARDWARE IS DEFINED AS. TENS30N RODS, BEARING PLATES, COUPLERS, NUTS, ALL , _,�It I PROTO-11 I - t'11 11 ! � - . I .1 , � ", , / r �l , /" ,,, TI) S A � I � 111 /I, .A., *1 I �, ?A � . TMOIN WRE404 071 WST STILL BE PLACED THREADS, DIRECT TENSION INDICATORS ( A DIRECT TENSION INDICATOR (D f 2:1 SLOPE 2. UPPER WA.L IS.PROTO 11 RETAINING PER SCHEDULE ABOVE. L , I � . ON ' COMPRESSIBLE WASHER) AND PLASTIC SADDLES. ALL OF THIS HARDWARE SHALL BE SUPPLIED I � . 1. I p D, ; � . I I � RW If USINO TME WRENGH WDiOD, 1 3. F001NG, PER DETAII RWIA. I v. I - I w­��P. I - � " I I BY ONLY AN APPROVEO PROTO 0 LICENSEE TO THE CERTIFIED INSTALLER. POST TENSION RODS t,,tt,,t­_'itt- It. r f t SEE QM&NOTE I& _",,�(,3)� - I I - . 11 � AV I V _/ (1) NOW. 'tt,'_ C. APPROVED MAL OUVN INSPECI(W WIU� (4) A, 140 SKM 'nES NEM SHALL BE 7/16" DIAMETER MIN 11r ROLL THREADS CONFORMING TO ASTM A615 (FY - IMTAL WALL 1 SPREAD FOOTING ----------�--� __- - � (3) JIM-WIL PERFOW A 'VISUAL INSPE00N WEN US64G THE w Iff, BLOCK is USED. 60000 PSI) AND HAVE STEEL CHEM15'rRy SO THAT BEND;NG AND THREADING, CAN St "ALL : "t - - 0� ...... ! (4)- 1% ,-,--(I) 0-0 MEMOD TO CONMIRM THE DF IS COLLAMD ACCOMPLISHED VATHOUT DAMAGE TO THE POST TENSION ROD. AREA OF POST TENSION ROD = HOONT 12" CMU a' PROTO I� � WD;FM(�NESS TOP ownNuous I TOE KEY KEY i I _�,� _�,-(2) VOTH NO LIGHT UGHT LEAKS BET*UN THE TAOS I HUGH! 44EO4T � FONF- REINFORCV0 WINFORONG ,1FNGT!lt4 , WD71k DEPTW , � 11 I ,1503 SQUARE INCHES BEARINO PLATES ARE 1/4- THICK (ASTM A36 STEEL). 1/2. COUPLERS =m4w&=�� 0 Pm�L-=-==1=2=�_ =... �� � -_ ,'rs�7�=,,��,�4�,,._'��'�','��_L_,, _ 'I I n_.v_. y_?rn�y'"_11 X�_r__"I I- _ � i -.W,__ USING TORQUED VIRE104 m===m*=wa ftzu*m=�, ii;:' 12. #5 IIAT "* O.C" � __ __­ I-V I - ..wl-, AND 9Orf0M OF NUT IF OONRRM WALL PER ASTM A36 AND, THE COUPLER MUST FULLY ENGAGE THE UPPER AND LOWER ROD, FULLY 81-00 2'-Ir 4*­(r 1 #5 AT IS- OX. Y-4- _ 3 f-oto 12* :e-6* .- I MMOD, DIMTY INSKCMR WU ENGAGED AS DEfINED AS 1/2- MINtt, INTO COUPLER, 1/2- NUTS ARE TO BE GRAVE 8. PER _--piolomps � -I -__vwm� I . IS TORQUED To 55 Fj,&8S AND 1ASUAL INSPECIM . I ; I I I � � ,*� -r--4* 2'�ir ; v-o* #5 AT Ir O.C, 4!-Ow 12" 05 AT 2e O.C� : 4 #5 I Is-6w le 2,-S� ml I I ASTM - 0 1 1 OF OV IS NOT REWREI). � PLAN - DOUMT WME MASONRY A325t. 1/2'* ALL THREADS PER ASTM A307. GRADE 60. DIRECT TENSION INDICATOR � I .___ I � . 1 #5 AT Ir O.C. 4�_r f5L AT 16" O�C, � - I � I - ___ (071 - COMPRESSIBLE WASHER) IS PER ASTM F929 TESTING PROCEDURES. PLASTIC RESAR � W-(r r-larr- -_ !�­4* - 1200 4 #5 V-6* 12* 2` Il* � P - I - � I I I D. INSTMIM MW HAW SPEOAL OMTY ItmUffm RWI C , �_j i I I 11 PERFORMFE, By ONE Or THESE M MEWW,� SY 06-115-3714 NO SCALE SADDLES ARE NON-STRUMRAU I I or-$" I 21-fr w-or #5 AT r ox, I W-sw 12w #5 AT 113" O�C, � 4 #5 2" Ow 124 �v- I I _y . AN '_ "- cr I m ' I APPROVED SFEaAL DEPUTY INSPECTOR. � 19. IN LIEU OF FULL HEIGHT ROM CONI I RACTOR MAY USE SHORTER RODS, 1/2- COUPLERS AND 1_._________ 1� #6 AT Or-O.Q -_ - I I I_ill___� �� < : I iNspEtTOR To PWVME A COMPLEW REPORT TO u.o*_1�t"`t"`t"o"ww ...-m**...tt"tt`ttttw K-4:%:7 T-e Ir-01 5'-O,t' l';2' 05 AT II- OX, 5 #5 2 114�_e � STRA0)T RODS THREADED 90114 ENDS FOR ADOFTIONAL ,UM.� MIN. OF �r *L" HON, OR -*,r E I �-&-q-­­ . ___-__LL1.� i- 11 CL I USM PARTIM I I I I (1) ; 0�___ HOOK AT END OF 'TENSION ROD. . I I i mm I I I - 11 . I I I i � I I I I I I :�_ �_ I � � I.---.- 20� APROTO-0 DII (COMPRESSIBLE WASHER) SHALL RE iNSTACIM AT EVERY 1ENNON ROD BETWEEN I _j ! . I I . 1. If CONVMIMAt MASWRY WALL -TABS' FACING UP ACAINST THE BOTTOM 0 1 F THE NUT, I I I - � XMC�� DIRECI ICAIM THE BEARING PLATE AND NUT W1 THE 071 I I _j Z - < i --__L- _R" pp__) _ 2. $OL FACE RMFO"C FROM AWW �I , o 1 W-115 NO SCAtf THE SPECIAL DMTY INSPECTON REQUIRED AT TIME OF FINAL TENSIONING BY A PROM-11 I I � < < V) a , : PER sou". � . � 00-115 NO SCALE ��_, I APPROVED INSPECTOR SHALL VERIFY FINAL WNSIONING TO 6.000 POUND$ BY I OF 2 METHODS; � � 11 -­�_ ���_ --- I � I I I � � � I � - � . . I � I E)�K�_ I & mm MWAA"up - MVK f MEIMOD 1; VISUAL fNsPEc1ION OF DIRECT 784SON INDICATOR (01), TABS FACING UP AND 11 I � 1. I � . . I . I . I 1. I - ,�, I �1: M w : I W"OVIM TOP OF 10 WN. I COMBO PRO 0 RETAINING AND CONVENTIONAL RETAINING I �� I M �J. �� , ' � I I I . --- 11 ­� - IL � - , I I I I 1� J--& - � i " � - I � J . # SOL D""Am PER DET*L A, COU.APSED AGAINST NUT W/ NO LIGHT LEAKAGE BETWEEN VE PROTO-11 OTI AND BOTM OF WT- I T I : . OY-1--t-l'.k�11 ," . - -1 S,, COMME7REY RWOW FACE SKW METHOD 2: USE OF A CALIBRATED TORQUE WRENCH TORWED TO 59TAB& (011 MUST SyRil BE � I I I .1 . I 0 %-.I- I. x I I � I I I . � � � I , - Z UJ �. ,. � I I I I f, / __(2) suwm MAMI w MAsowy 4 I I I WALLS GREATER THAN 9'-4" HIGH , I , 011 - -_ - I � I I � I � _____ _____ .11 _­_____......_____'_1q1pA_ � ________­1------ I- __--------. - - I PUnD IMTHUnM 2. NO VISUAL INSPECTION OF D'n REQUIREO *0 USING WHOD 2). . 1 . I I 1 I I I I I I . I I z , . , __ .- � . �. I I . � =) 0) ! I-- . I 11 wwow-amp"Nommo-ammm � I , - 1. I � 1-1-1...I—-I ­ I I � 1, 0 11 I 1 (3) 6. nmmw amm I INSPECTOR SHALL OSSERW THE USE OF 'THREAD LUBRICANT, ME POSIVON �OF PLATE ON BLOCK, - _0001slit"t,p'-tn- I . � � I � I 0 i�� - -0 , 7, OMW 6' CM"11MAk AND INTEGRITY OF MORTAR 4". AND PROVIDE A SIGNED REPORT TO ALL APPROPRIATE PARTIES. I : z U) U-1; .1 ;.:;- 11 N V MAX, - MAsmw SAN, � I I I WQX�_. - z I- a ­., � 1, � 111," .-,- - 03 aDa u m W/ a- LEOS MASONRY DESIGN IS BASED 014 THIS SPECIAL INSPECTION. I � I , - , - , , _ , - , - , - , ,,,I �-1- ,- - & � -cc < - i - . - '_ < � i I � I . �.! 1, ) Al 1W O.0 - EAC*f WAY, _ . I ­---�11---11 I NO FENCE ON TOP 1. BASE IS INSPECTED SOLID GROWED CONWNTIONAL 16'* CMU� I i I ,� . �_ -Z I I I- > l , ­ � i 11 I 'pif" , � 9 3 - #5 CONU IN Ir OW I I � :2 I � I - . �3*±1/4* ' Mo Ka AT TW OF MMU 2:1 SLOPE 2. UPPER WALL IS, PROTO 11, RETAINING AND IV CMU PER SCHEDULE ABOVE. . LLI �LLj IAJ I ; I (9)-/." I I � I � I I I I I I � I I � I , , 11� � 3. I 0 ;;z : I 11 I �� CLR. wym Ir mAsomi"f. USED FOR RETAINER MTHOUT FENCE ABOVE FOO'nNo PER DETAILS RWIA, RWIC AND RWID. � I � 1 : ; I m I I I , ________­___­_­__ I . . I - i 10, HW--SW FACE WWORCM ,--" `,,Lw_"_,_­_ I �­­­­_ W -< a- --- -- .- I 'll I ,­_�Ij) AT ,W O.r - I I � WALL I I I I I I I 11 i (7) _": � _ W 3r ", A w-M,, . � .-I i -'--<I I , 1 ; 1, I A I I I TOTAL . SPREAD FO011NG 11 I I - r � - � I t: IL REOAND. RONFORCING FULL HEWW� .. I I - . I � - I � .1 ��,,-- 4) RETINALL � - __ I I I __ . i- _j - � � I 11[ � I I 11 I I ,� . 11 tir cmu ,r cMu v"t I I TOP CONTINUOUS TOE , KEY. I AEY I I � > : (5) _-, I I Of Ir AND lir MASOWY- 1. CONTINUOUS 1`0011NO RWOWNG lo. WALL FMINO - SEE SMOULL ME304T 12-"Z;u � MOTH THICKNM , I I I , - "I', 11. SML FACE PMWORC04C PER I 1410GHT WACHT Relw� I I I (a) . A, I � AS WCAWD IN THE SMEMLf- 11. I* olk pvc *w'Hou AT I I � I I 4 I I I I � I REINFORCINO � REINFORONC LENM WIDTH MPTH I I I I . ; I _,"-N I I I I 11 11 I'L .� SCHEDUM I I �I,i �I.-I_�-�I--� . I !��14=5=-=W='=--_-_--=---_'0,--=== .--�--­m=%=wt=m==== � � I . - . - I ­ I : I I I ,, 1 2- CENTERED FOOTING REINIFORCING W-d* O-C OR OPEN " JOYS . I I I-#5.AT 8- aC : #SAT 11m�O-C� I 5 #5 ! 4 ,� .. I w I I I . I 11 _Or I ! (6) 11-1 ,� 1z uw (W FoGmm _W__,3�' 12* V-6"', fr I I :-I I 'I :�, � I � I . � I I , �� � �� ,L� �; AS REQUIRED - SM SNEDUU- IN,uw OF pvc *W fluS � , I I I� I . 10�_e I r_6* r-w -I ., , � � ____- ,C) ir I I I I I wl_ 11 m j - - I ; � � 1 STEU, PLATE 1/4-4-4 3/4'.AT '12. MASONRY CW, MAX ,C TALL f1L WITH I IV-sr 2!-S' ,,, Z- AT W 0,(L W-01 I:r �O.Q� 4 - W_ I I I I i I I; L . I I I I ­ __ __ I 11 �$0, ,f I1115 ___ - � ­ . 05 AT $ ps _ 2' W­ lie X-1cr � I � i I I MA � 1: 11 .1 1� EAW POST TENSION ROM LONG MORTAR, 1KN FLIP 0WRODS AS OMRS. I I Ir T ir *.;� � ____ - �, I I a-1 � I I ! , 1 2) - . I "m I I 1 Ilit-4` :r-Ar :r_ "___I 1p A W-el' 14' j_00 AT 12* ac, 1 5 00 1 2*-W I Irl - If-w I I ­ - - �� � I 1, I I � I I & SM KTAK RV,nc fW 00"SON SHALL " ON FACE 13, HM SOIL MAX BAWU %W - - -- � ---. ! 11 � -_ - � - I -_ - ptm VEW,, SHIE1.1S. PULI. RW OVER TO BEAR 2 HORIZONTAL 10 I VM71CAL I I 14 14' 1 . I I . I I . 1� #6 AT 10o O.Cz. I , s #s I X-00, I .Ir lv-e . � I � I I I PLATE DIRECTLY OVER THE END, M 14� LOW SOL I � I I I I I I I I- . I I � I (CWTER M AT OPEN-ENDED BLOCKS). 15. 1/2" NUT ON 7HR1EADS OR NUT FORGED I I I � I I I ; I � PLA7E TO BEAR FUI1Y ON WW AND I"Ivw-ALLY W/ P.t ROD. I � I I .. . I I � � I EQUALLY ON FACE SHUL& I& FOOTING NCKNES,', -,SEE SCHEDULE, � � . I I . I . I I iI I � I I � . I I . . I I I - I � I � I I I I I - � 4. NOT USED. IT FIXIING WIDTH SEE SMEDULE, I � I � � � I I I I I tA., � � � � . I I I I I I I I � 1 5. STMDARD HORIZONTAL JOW 1& IM LWTH - SE SCHWULE, I I . . uo > I (n or I I I _1� REINFORCING AT IMS MORTAR 19, 2-#4 CONTINODUS REINFORCNC,' SAIRS AT I I - _j W � - __j � ,j I � OF 1W 10ASMY TO 120 MASONRY ___ � I I I I I I I :�E 10% _j I I I -1-1-­111--i-po� 0� JOINT AND AT 16' O.C, HD6K AS SHOW. � . I . ii < � I I I . I : . I Ld U �_ 1 06-115-3714 NO SCALE 6. Or PROTO It RETAINING WALL W/ 2M ROVIORM IS CENTERED IN FODW AT � I I I . I �_ Ql� I I I . � , ir . I I I L . j Q , >- t7= I i I I I I I I tt�� �­,_�" POST TENSION RODS PER SCHEDULE RETAINING WALL HEIGHTS V-,C-AND LESS. I � ,� - I I Of I I 1 7. Rt ROO ON FACE OF WALL AT WAU�BASL FOR.H80HTS OVER 5�-e TOP REINFORMW I � I I I I I I � I I >_ I� I _- C5 I I I WALL AT TOP OF RETAINING WALL IS X %W AT TOP OF FOOTING. � � - I I I I * I 0 W � CE141M IN I . I I I . I I . I I I I � I co I V,) (Z ___1 111.1-­11 ___ - - I , I I I I I . 11 ,< F- & I CUMC FOOT OF CRAVEL AT 21,. POST IENSW ROD * ANCHORED AT I I I I I I I I a. . I I I I � I 01-",*. EACH WEEP HOLE, SOIL FACE - SM SCHIMUIL 11 I I � _1 LN I I I I :2.lw I ­A_,� , I I � USED . I � I � I ,S-16TE .QE__&AUEQ8_NjA_ ­ I 1. I � � gn -,> ,-- L 1_­Nl - 9, MORTAR "NEW AT P,T. ROD 22- O' MP CONTINUOUS SM KAM PER I I 11 _j ,*tt�n ,4, i-,I ,_��, 00-115 NO SCALE MIN. ,r HIGH, DETAIL RINI 3, 1 JURISDICTIONAL INSPECTION REQUIRED AS FOLLOW. I I _t 0 ����'� ,.,,,_, z z - '� ���All_�401 U�lUi_t__ ���� ,, /-(13)a LINE OF OpTIDNAL ,Moi FMING - SM. I I I '�� 1,t,,_ 1'j A,2zzl 15� 0 "r, � 00_115 1 �,_ - �-- ,I- 05 - - NO SCALE < �6'�-, � C14 1 00-115 No i6a � - , (12) 1 DETAIL RWIS FOR MOK INFMWIION. : I I 1. SPECIAL DEPUTY INSPECTIONS REQUIRED BY AN IC80 CERTIFIED SPECIAL INSPECTOR, SIONEO UP AND � I I -a� t r- Z, ��, I - . I I i e"L� . I APPROVFD BY THE CITY PRIOR TO START OF CONSTRUCTION. I . I :_5 0 ik,->­t��-; iw c- ! � � 24, KEY VIDIH PER SO4EWLE I I— i . tt. I . I 4 OW--; i I M KEY D" PER SCHOULL 1 ��7_ �� 1� ."w"..P.M." .0 1w.1­111 I I I � I I � . � ownew ��e Z:4.- , g� ! - r-- �,i , '7- 1 , I I I 1 21k STANDARD HOOK. 7URN INM FOOTING 70 2. 11415 INSPECTOR SHALL INSPECT FOOTING$ FOR SIZE AND STEEL PLACEMENT PRIOR 'TO POURING. INSPECT(* , woomm ��,- ,4�,,2 U-2 .1 . I � � of W 0 ' o . om e__­% 1.- VAINTAIN CDVER. I SHALL INSPECT CONVENTIONAL REINFORCED MASONRY BASE OF COMBO WALLS. I , 4!�� * _ I I - 11 I - � I I I I 40%. . -- a � I I _­4__v____ 27, FILTER FA00C PER SWS REPORT , I I I W;�-;i 4,.:;, � I I I . I 11 I I � . , 7. , 01 n-I � I I I � %..J a- < Y_ ,z, , , " I 1. WROU�HT IRON FENCE PER AROil 00-115 NO SCALF � 1611 �, ,'��-:,,, 11 2& lf� DIA P&VORAIED Pvc PIPL I I I I INSPECTOR SHALL PERFORM A FINAL INSPECTION ON POST-TENSIONINO AS US7ED AT MNEIRAL NOTE:20,AND I. v � ,�L� ,.� , I � V_ �,J 1; . I - �����. I � I I I � I I 0 L w . - CONK07ION PER WROUGHT MON 1�. � 20. #5 AT Ilr 0-t 01,10i STAWIARD NOCK, . DETAIL RW7. I I I I I I I I I tc� Ir __� I I . I I . I � I I � F-w I— "I � I � I � I I � � F15NIX MANUFACTURER, , INTO FOOITNG, I I I __ . � I ,f, I I 11 " j, � I I I I �_ I . _­-, I_� 11,� I I I 1 2. MWOHT IR% SLEEVL , 1 (22)_,� ' 'I '� I I I 'TO 0 3: ­' r I , �11 30. is AT Ir. OLC. I � I 1 4. INSPECTOR TO PROVIDE THE ORIGINAL OF BOTH REPOM TO 1HE CITY. COPY OF BOTH REPORTS OWER : 100 VI I 11, � .. . . . I � I . 3 ow MEM CELL SOLID, FULL 41� ---0- "I , - � � I AND PROTO-11 WALL SYSTEMS. I I � I- , ., L6:1 _7�. 1 1 1 1 1 . I __ I H113ml - I I I I I � cc >.> ,w � � < . '11, / � I I I � . I � , ,c_ m I I I I I I . I � I . I . I I . I I I I I . � o 1 4. EWD SIM 16o w I N. Ham � (5)_,.t,,� It I - . - � 11 I � ''I 11 I I . - I - ,�.I I >_ . � I I . . I I I I �um .1 � �. _4 1 1 1 1 SM. � I (1) m . 1 4;iff.*1 1 � 11 �1 11 I 11 - 11 11 a, 3: , 1 = I � I I' ll . � I � I I 1'' . � � I I I I I I � I I I 1 (2) 1 / 11. � I I ,.I I. � 11 11 �I I I . . I I � I ­1 ' 'I 11 . I . � I I ,� - I I ,�o 7, I t CAP OLM, MAX e TAU_ �) I � . . I . I I . � I '�D 4,7 -'- , . 1, i I I 11'r-- r I I I I I I I I I I � U'*,. PATONT - �'_ ! I I 1. am REAM W/ 2-#3 CONT. . (5) 2. HIGH SOIL AT RETAINING WALL I � I 11 � T - _�1 4- (0) I 1� I. 11 � I � � I . I �I 1. TOP REINFORaNG INfODIMS � . . . I I I . � I �C ,26,,567 - I . I 1� I I I . "I I I I I I I . AS SHOW FOR RE TAYMNO I . ­ � � 0 1:". PATENtED 5,7794,921',, < I - , � I . . I 11 11 � � I ­ I I I ' PAXNTED 6,43',,`q,7 M � I I � 2. IT IS ACWTAOLE TO TEN" (1) . I ilex.15*4 3/4' AT . I - -A - ., I � . 11 I I � I I I - I O.", � - I � STEELPLATE , � 11 I I . I � I � � . I � "WALL WOM GREATER THAN . I I I ,� ­_1 � I I . I I : i I � I I I� ROD AT THE FIRST MORTAR I . I E (7) . I I � � I . I I I I I � I I ­­­ i I � I I I I I I I I ftt . EACH POSTTENSION 1100� LONG � I I I I 11 .i I 11 I I I . � 11 I , � I I � � I I I 11; , � I I � � 11 I - I I _m � I I , - I I . I Z) � I I I. I I - I I I : � V ,e_ � , � � '' I I I � . I � I I I � . I , I . I I � I I I I I I � - I (8) � . I I I I - I ,� -1 I I i 11 I (1) JOINT AS SHOM� ., ( IMMD49ON SHALL " ON FACE I , � I . I I I � . .j I I I I - � I , . . . � I � � I I I 1 3, PROTO 11 RETAINING WALL. I I � F . I 1. . . I � I I . I I . z ,oWVEp=AL�RnfmaNG � � � I 11 1 .11 I � . --- I I . I I " 1. I . 1 2 __ SIMIS. Pft ROD OWR To BEAR I (oxv) I I . 11 . I I I I I ,� 11 - � I I I . I � '4-1% � . I /L; Im,1% As siolk IF'AQ, - NVMRFA_� I I I "I � �. 1 4, SECTION OF POST TENSION I . � I PLATE DRECTLY OYM THE CENIER W9. . . I � I 11� I . 11 . I I I I I �I 1 3. 1 cwmws RmmmNG PER I I I 'll I I 11, I I � ,-�_!, I ��, "I,'­I F, I I /I � (11) _._ / I I I I I I I � . I � I � . - � ��� ; � I � ROD As SHO*wt, I I (10) I � . I I - I I . I PLAIE TO BEAR FULLY ON WEB MO � . I . I I I I 1. 11 I iq� .1 I I I I I't � � I I I I I I I . . 11 - ____� � ." 7�� � (14) . � I I � . � I I 11 ... I., I I� I � I I � I -.SCHIEDULE, � � I 1. . I I I I I I __ , I Z U 1-i , - I I � I � I � - 11 -1 '? � _�, j 1. 11 11 . z _­­ � . � .. I I I I _� "I ,� I . I I I /, / EQUALLY ON FACE SHEU& � I I � I . I . � � . 11 I I I � 7 - 11 1 . I I I , ?...!;.v E I i-- I ' _ :=I - -0 , . Of - � I I -,r I � I I 1 4, Ir PROTO 11 RETAINING WALLS 0 N I � .. . I 11 �.­:, I � I � REM " I -1 , / 2. I I , � I I I � I .I 1 (4)_'1__t.,` I : , . (10) �. 11 I I I I I . , $ , � I I I . I 'I *1 � --7­ , / ,' - ��,. . ,,� ,,"� I le / A,ff,� W/ POST TENSION RODS PER . * �� , , I , ____ __ , , I 1 ___111_1*4, I'�., 046 1 � I "'', I I I ')C, � _'� ,, ­�-- I I 11 I / 1 (2) 5� I 11 I ,� ��. I I � _ I . I � � / ,�', (6) / I SCHEDULE, . � I I I ­ I ­1 I I I e I V - I 11 I -��- I I . / I AUG 2 4 '�!11'9 1 � I . I I � �_,'� "� I - I - , , I I I , I � �; 11 11 I I . - 5, HIGH SOIL, MAY. BA"9U_ SLOPE - / . (1) MIN. EMBFD� I I I I I ,'� " � . I . , I I - SEE DETAIL RWI FOR WONATION -t � I 11 11��, I ", I I I - I I 11 I � I 1 (2) 1 � I I � I I C-F NOTE. 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WUG"T IROM FENIX AWW ( __ff�"01'0.11K.TAIRINI, WAU, 011110T. . . 1 11 I I � � , � . ___21 /06 i ( _t_tttttt�= � .3,/ ' LOU __!�_ tt_�� � W1, 7W OF,WALL MOM-W ­ _��_ I ; I I I I . I � I 1 ' '-' -1 i .I V0 00-115 NO -SCAU I � I . , , l I I � -11 NO SCALE I I I I � , � StHELT, mak I I � . I I I . I r � I I 00 5 ( )���������� I . ei9��� ������ I I V I I � I � I I I .. I I I I I � I � I I � I : � I I I I l I . I I � � . � I I I ,­- ', I I � � I I I � I _ - I I -I .- i I \