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The Village at University Park_1
i AW R RTI land arc + west �- J `l v 3901 westerly pl. suite 111 newport beach,ca 92660 LIC.No.4340 tel:(949)224-0040 fax:(949)224-0044 CONSULTANT T NTATIV A R L 31515 A L 1 H A 2 AND A D V M NT LAN l� �pSHEETSITE MAPIwxDES0 00 � REFER TO SHEET L-1 .02 Z L-2.02 L-0.00 COVER SHEET Q O L-3.02 / . . S Q . o x w _ CV � dP _ r x _ • \ L 1.01 CONSTRUCTION PLANCt a� - WCl� N / L 1.02 CONSTRUCTION PLAN � O W Z a� L-1.03 CONSTRUCTION DETAILS Q WX REFER To _ a L 1.04 CONSTRUCTION DETAILS Z Q. V- SHEET L-1 .01 7 W - r= P - W � 0 L-2.o1 ,o : . . . L 1.05 CONSTRUCTION NOTES V 0 L-3.01 Q Z Z J O � CMQ W- A I- /.• L 2.01 IRRIGATION PLAN r L-2.02 IRRIGATION PLAN � I- WW o Wco IRRIGATION N TE LEGEND L 2. 3 0NOTESQ ot� slr�oNo s � W Q G P n L-2.04 IRRIGATION DETAILS - WPLLJ °x Q W um L-2.05 IRRIGATION DETAILS a L-2.06 IRRIGATION SPECIFICATIONS Q a O0. - - � ; L-2,07 IRRIGATION SCHEDULE & WATER USAGE V - _! Q Z LU L-3.01 PLANTING PLAN 6 PArAw 16 / /•� �` _ L 3.02 PLANTING PLAN N I N I Op}p9 \ • ' r \\ \ / / VR.yr \ /' 14 65+00 I 64+00 I I I +l9 \ M-.M��wYl1L 3.03 PLANTING DETAILS WW 0 £ i , IP I L-3.04 PLANTING NOTES = _ P 11 � .• I + o o o APPROVED - -� M110''` U. FINA NDSCAPE ACKAGE AND DATO WIDSCAIE Ma 7NPORAIIY NYDI110� � 0 / x��� � 4 o W - _ sue• e � _- SAL ItTAL �YtF �� R stiD!!s a PAD 4 h isRAL s{ Ne j ,, �t-- Op- ■AUM s CpL� iiim � 7 PAiIOd! PAROM 7- .r .PARIM "$'TI rp PT , .�-q�,,K_ SHEET CONTENTS ... y. - �.0 O. 7_�L � f� _ COVER r.r s � � tFRCACMMF01171 pp F-�'e COOK STREET �- �- _ _ SHEET MAY - ¢ ? % - ----------- NOT TO SCALE VICINITY MAP APPROVALS GENERAL N T E N TIFI ATI N The following general notes are provided by the Owner and Landscape Architect to give directions to the Revisions, contractor. In order to bid this project, the contractor must attend a pre-bid site walk with owner and OWNER: LANDSCAPE ARCHITECT: No. Revision Description: Thousand architect. Palms SHAW PROPERTIES LAND ARC WEST .�,"�' 1. Contractor shall verifywith the general contractor that plans are current and approved construction RAMON RD P PP 160 NEWPORT CENTER DRIVE •250 3901 WESTERLY PLACE 8111 � PROJECT ITE issue plan. Verif that the general contractor has provided copies of all bulletins to date. S P Y P P o l 0 2. Contractor shall review Pre-Construction and Turnover Procedures. NEWPORT BEACH, CA 92660 NEWPORT BEACH, CA 92660 �T Work shall be in accordance with the requirements of the City of Palm Desert. PHONE (949) 640-4800 PHONE (949) 224-0040 DINAR SHORE w DR I F� 3. The engineering soils report b N A dated N A is a o �\ST 9 9 P Y / / part of these construction documents. The CONTACT- CHUCK CROOKALL CONTACT- TAL JACKSON pq, 5--7 -C41/7 . o 9 confractor shall comply with the reports recommendations as they relate to his work. :L► Cathedral T� 4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or ARCHITECT: CIVIL ENGINEER: y�0 City GERALD FORD DR �� o 70 taxes required to install the work on these plans. m 5. The contractor shall be appropriately licensed as required by the state in which the work takes place. KKE ARCHITECTS RBFA� C0 FRANK SINATRA I DR �, 6. The contractor shall notify the Owners representative prior to beginning the work and shall be 4 EXECUTIVE CIRCLE 0190 74-410 HIGHWAY 111 R° responsible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. IRVINE CA 92614 PALM DESERT, CA. 92260-4114 Rancho Mirage �, 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or ' discrepancies in existing conditions or within the plans prior to beginning the work. PHONE (949) 435-5558 PHONE (760) 346-7481 COUNTRY o < � CLUB DR = ' '� 40TH AVE ti a V) 8. Unit prices for all improvements shall be established as a part of the contract with the General CONTACT- JOSH TICKENOFF FAX- (760)346-8315 Dates 1 2-04-0 6 �, Contractor and prior to beginning work to accommodate additions and/or deletions of } 42ND AVE 10 % P g g / material W Palm J Dee 0 Bermuda %a '��s, and/or Tabor. CONTACT. BRAD DONAIS Drawn By, AEA 0 t- 0 F- �° q �/ 0 o W Z Dunes �F SUBMITTALS STRUCTURAL ENGINEER: a Q -- UTILITY CONSULTANT: Checked, TJ 0 - INTEGRAL ASSOCIATES i �, 1. Prior to the Pre Construction meetin the Landsca a Contractor shall m r FRED WARING DR o 3 3 � g� p ake submittals of the I HWY ill w MILES AVE following per the specifications: 1124 MAIN STREET, STE D MRC ENGINEERING � N I a. Hardscape samples Job aI 03-1199 ` �1/ FAIRWA DR i- ; ill b. Photos or cut sheets for all site furnishings (pots, benches etc) including color samples IRVINE, CALIFORNIA 92614 PHONE (760) 325-1045 Indian Q � �0 c. Photos for all trees 15 gal. and larger PHONE (949) 724-1800 CONTACT. RALPH RAYA Plot Dates 05-03- � Wells I 1 1 1 � W Z ti� d. Size specifications (ht. x width) for all plant material CONTACT. RORY ZACH ity Limits it N Indio 2. Determination of "equal" substitutions shall be made only by the Landscape Architect. Plan Sets A-2 1 Z U �! = La Quints 50TH 2 ' AVE INSTALLATION PROCESS UTILITY COMPANIES 0 Z 0 i 1.+ The Landscape Contractor will clean up the site on a daily basis. At no time, will piles of dirt or Z w debris remain in publicly traveled walks. SO. CAL. EDISON 1-800-684-8123 N Z - 2. Trees will be lanced in tree its within 24 hours of excavating _ _ _ W ca atin tree hole. If trees are not lanced - P P w � g P S0. CAL. GAS COMPANY 1 800 427 2200 a the same day as the hole is dug, Landscape Contractor to install warning tape around tree pits. 1-714-535-8010 SH 0 ES 000� 3 SO. CAL. WATER COMPANY SITE OBSERVATION Architect UNDERGROUND SERVICE ALERT 1-800-422-4133 CITY OF PALM DESERT APPROVALS DATE THE VILLAGE AT UNIVERSITY PARK DIRECT OFFICE & JOINT COST AREA C P S SC LOP PALM DESERT CALIFORNIA ul 1. Landscape Architect shall be notified no less than 48 hours in advance of any site observations CITY OF PALM DESERT NOT TO SCALE or meetings SHED CONSULTANTS REFERENCE LEGEND land arc + west SYMBOL DESCRIPTION REMARKS ❑A CURB AND GUTTER SEE CIVIL ENGINEER PLANS BB CONCRETE GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly pl. suite 111 © FIRE HYDRANT SEE CIVIL ENGINEER PLANS newport beach,ca 92660 LIC.No.4340 a WATER METER SEE CIVIL ENGINEER PLANS tel:((949 22 4-0 4 fax: (949)224-0044 ❑E PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS G HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENINGEER PLANS � CONSULTANT ❑H DRAIN INLET SEE CIVIL ENGINEER PLANS ❑I ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS 0 4 F J BUILDING SEE ARCHITECTURAL PLANS S p LD G / \ 4SS SF 2 aK CARPORT SEE ARCHITECTURAL PLANS � F ��` SSiI.�F�/RF�,T ❑L RETAINING WALL SEE CIVIL ENGINEER PLANS r O OF WHEEL STOP SEE CIVIL ENGINEER PLANS CT p ec SIGN WALL BY SIGNAGE CONSULTANT FR �01AJPA SF CO ❑O HANDICAP RAMP SEE CIVIL ENGINEER PLANS E qRq TF Sr p p 4C qCAqc 0F� LANDSCAPE CONSTRUCTION LEGEND F SFF r SYMBOL DESCRIPTION REMARKS PA I SEE DETAIL 1, SHEET L-1 .03 O STONE VENEER LOW SEAT WALL AND CONSTRUCTION NOTES PA E / O SPLIT FACE WALL SEE DETAIL 3, SHEET L-1 .03 mm x CONCRETE STEPS, NATURAL GREY �� T 6 � O3 SEE DETAIL 4, SHEET L-1 .04 WITH MEDIUM BROOM FINISH TRASH ENCLOSURE SEE DETAIL 1 & 2 , SHEET O O z 0 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 3, SHEET L-1 .03 J F © INTERLOCKING CONCRETE PAVING SEE DETAIL 6, SHEET L-1.04 Cm LO Q �� // �, Q' ,"X,° ;_ 8� 6� VEHICULAR PAVING NATURAL GREY Q ��°� { � � SEE DETAIL 7, SHEET L-1 .03 LO O PA CONCRETE WITH MEDIUM BROOM FINISH r F =r v �, � N '� O ® 4 CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1 .03 � co z Q �� �� WITH MEDIUM BROOM FINISH O� � £ ;, W � # z s O PA PA a 9 STONE PAVING Q SEE DETAIL 9, SHEET L-1.03 AND CONSTRUCTION NOTES 0 W �Q / OFFICE <. 10E� MI •- - T�,-�:��- ;;,��T L--:ter. Mwa. LL IK9 = aXar a a �. PA ��O'� PA <' _ 11 CONCRETE JOINT DETAIL SEE DETAIL 5, SHEET L-1.04 W QEL J � O �- L�J Q PA 12 POTS PER POT PLANTING LEGEND SEE SHEETS L-3.01, 3.02Omzz t3 SPLIT FACE WALL AT TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1 .03 O = CmWa a�'� 3 r �- ry PA G^` 14 KEYSTONE GARDEN WALL SEE DETAIL 6, SHEET L-1.03 a CC �� 0 11 ,_,_, � 8 W W < W Q Lij Q W p Cal 8 Q' PA W W W W � OFFICE a A " e z J . C'3 V Q Q 1 to Q cc F- � � � 0 Va. ...IC) (D PA F-- W v GENERAL CONSTRUCTION NOTES in r a T PA Q F PA f� PA 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, 1t s 4. r r FOOTINGS WALLS AND OTHER STRUCTURES. i'r..s.. £.Y:.{ E,.d. a Y-}"' k °J a:^r ,:�„,..,..>.,., ,.,.... ,.,.. x ,.:•,X^ .,ra'S..ty,.":�"'-7''4_t-}' ,.7.S 'i^X.�.�.. ,::.........._,i-<,-.,..,.,.°...r�.r� ..._ {' ..�..X.✓v_ _._.......,W,y., ...,.Y,,.:>......•^5,.='i._,...z..+.._ .„,., ,.�,,..,..N.„rx,z^s,z�_, .'. :,.�.. ..LXS.<'S.o,..s,_.;.;5'..„P..':;^....,. ,,,.. ..,.., _,_ .. ,, ,..«., r.x �..: r.;�,:^.� - : . , B AND OTHER ~�.. . � :..., ;_y �; CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING COD C C G 8 , „ . . Witt . "�_ , APPLICABLE LOCAL AND STATE CODES ORDINANCES AND REGULATIONS. LLJW 13 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS 4 mir pq PA LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. OFFICE 10 6 PACKAGE-SEE PHASE 1 DIRECT OFFICE & JOINT COST 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND 5 ; PA , 1 PER SEPARATE PACKAGE ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE PA 3 AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO PA / SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. 4` 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN tN. ? GOB KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO sao / Gj� ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL / PA o PA ry O '` RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF sw. G \� PROVIDING SUCH NOTIFICATION. +�- / �\ 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, Q' PA �- � SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY �9 � PAt, r, �. \G� PHASING WITH GENERAL CONTRACTOR. �� CA`` G� 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING OFFICE 1 1 �\ O CONSTRUCTION. O G � 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. AFgO�f- 0 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. SHEET CONTENTS C� "T r 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO . All o\� CONSTRUCTION COMMENCING WORK. S� 5 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS ��Q� WHERE APPLICABLE. PLAN QQ' 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, /,Q� COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN QQ� PAVING WORK STOPPAGES OCCUR. /�Q� 15.REFER TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE FOR ALL CONSTRUCTION CALLOUTS. ALL CONSTRUCTION ITEMS ARE CALLED OUT ONCE PER SHEET, TYPICAL. Q 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN r PA x: ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE Revisions FLATWORK. 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. No. Revision Description: 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. C! ' 0 S AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL REFERENCE SYMBOL LEGEND mm an cxni NO gal CURB WORK UNLESS OTHERWISE NOTED SEE SHEETS L-X.XX FOR THE FOLLOWING: DIRECT RETAIL COST AREA INCLUDES ALL AREAS SYMBOL DESCRIPTION Dates 12-04-06 FROM BACK OF CURB TO BUILDING FACE UNLESS C_ SEE CONSTRUCTION MATERIALS Drawn By, AEA OTHERWISE NOTED _ V SCHEDULE ASSESSMENT DISTRICT INCLUDES AREA FROM BACK SEE SITE ELEMENTS SCHEDULE Checked TJ J OF WALK TO BACK OF CURB OF PERIMETERSTREET CONSULTANTS REFERENCE LEGEND u� ❑A Job 031199 _ CURB AND ALL PERIMETER STREET MEDIAN ISLANDS SEE PLAN SHEETS ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, a O LANDSCAPE CONSTRUCTION LEGEND Plot Date, 05-03-07 COLLEGE DRIVE AND TECHNOLOGY DRIVE. SEE PLAN SHEETS ._ DIRECT OFFICE COST AREA INCLUDES ALL AREAS KEY PLAN-NOT TO SCALE Plan Sets A-2 � FROM BACK OF CURB TO BUILDING FACE UNLESS 1 OTHERWISE NOTED 0 10 20 40 / ■ ■ ■ ■ ■ ■ LIMIT OF WORK OF -r SCALE: 1 "=20'-0" SHEF CONSULTANTS REFERENCE LEGEND land (are + west SYMBOL DESCRIPTION REMARKS �A CURB AND GUTTER SEE CIVIL ENGINEER PLANS �B CONCRETE GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly pl. suite 111 C FIRE HYDRANT SEE CIVIL ENGINEER PLANS newport beach,ca 92660 LIC. No.4340 a WATER METER SEE CIVIL ENGINEER PLANS tel: (949)224-0040 tax: (949)224-0044 a PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS ❑G I HANDICAP RAVAP GROOVES AND CURB SEE CIVIL ENGGEER PUNS CONSULTANT H DRAIN INLET SEE CIVIL ENGINEER PLANS ❑I ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS ❑J BUILDING SEE ARCHITECTURAL PLANS ❑K CARPORT SEE ARCHITECTURAL PLANS M ❑L RETAINING WALL SEE CIVIL ENGINEER PLANS E $ WHEEL STOP SEE CIVIL ENGINEER PLANS 0 SIGN WALL BY SIGNAGE CONSULTANT ••■■■y •~■■■ 1 •� 15 `�M�T HANDICAP RAMP SEE CIVIL ENGINEER PLANS 1► • o �-- ••'�r ■ PygSE OF �1-14 PA �•• ,4SS SE 2 • D • _ _ ��•■� SSMFN O Cr LANDSCAPE CONSTRUCTION LEGEND •Al 110♦ FIST FCC£ SYMBOL DESCRIPTION REMARKS ' �� •�� T PER ✓OWN 1 SEE DETAIL 1 , SHEET L-1 .03 .,I ��.• SFP T `,OS O STONE VENEER LOW SEAT WALL AND CONSTRUCTION NOTES 4 x ' PA ARA rF PqC O2 SPLIT FACE WALL SEE DETAIL 2, SHEET L-1.03 Li 5 µ 3 CONCRETE STEPS,v K'4G' F S 3 NATURAL GREY SEE DETAIL 3, SHEET L-1 .03 , . F E O Li ��� F WITH MEDIUM BROOM FINISH T ♦ O PA 6 PA ., TP: / 4 TRASH ENCLOSURE SEE DETAIL 4, SHEET L-1.03 Q ♦ O5 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 6, SHEET L-1.03 V s � �; 4 SHEET L-1.03 INTERLOCKING CONCRETE SEE DETAIL �� INT RLOCKI ETE PAVING W >= II II K PA a. ♦♦ 0 6 VEHICULAR PAVING NATURAL GREY SEE DETAIL 7, SHEET L-1 .03 L0 I CONCRETE WITH MEDIUM BROOM FINISH T }'` Z k ' 110, ♦� ® 4" CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1 .03 M Z Q 11 WITH MEDIUM BROOM FINISHWCO _ Z II II SEE DETAIL 9, SHEET L-1 .03 O W Z F ® STONE PAYING � M $ AND CONSTRUCTION NOTES E PA � : ��- �'T�II 6s11Ei�T I 1_A3 I ■ 10 - EMI I O = u. CONCRETE JOINT DETAIL SEE DETAIL 1, SHEET L-1.03A W > Q �-- I 14 I O � z z�« Ij I E ■ Q Q I Via. 12 POTS PER POT PLANTING LEGEND SEE SHEETS L-3.01, 3.02 6 ■ O J .__.n OFF CE 7 :� Z z .,� L) II r, s. y,F 13 SPLIT FACE WALL AT TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1.03 O cm < w O r a. > �- KEYSTONE GARDEN WALL SEE DETAIL 3, SHEET L 1 .03 II I PA • O IL Uj 8 W W CO � . . . . . . . . . . . . . . . . . . . . . . . . .� • Q Q W O co �1 4Q1 V J > w _ W p n r ■ $ PA PA 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, Q W ■ #,3 a O FOOTINGS, WALLS, AND OTHER STRUCTURES. a C_ Nr ■ V ~ 2• CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING CODE, (CBC) AND OTHER = W V Q J O -i ■ PA PA PA : I` APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. Q Q z -D Q 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS Q O INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. O U a n ■ ° 2 : ij UNLESS INDICATED OTHERWISE ON DRAWINGS. Q O7, = ■ 3 °' 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS ANDUj co V) O D • w ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR r'l ■ =' ■ a CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE ..O I m ■ rtp� � PA s' • �� FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. rn N ■ • 44� V 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE O ■ : O AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES ■ h AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO Uj _ r�,.� ■ Q SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. D > n ■ 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT ;p "� ■ UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN M 0 ■ �� KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO Q -*� ■ . N ,� ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL m _n ■ 4,J 0 RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 'D0 C7n}, vj PROVIDING SUCH NOTIFICATION. n /r ■ ■ 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, p r'�,. ■ / 7C n 9? ■ � l � 4 Q SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY )DI. -"A p PHASING WITH GENERAL CONTRACTOR. ■ ■ OFFICE 6 rr1 O O ■ �� � �� 2� �- ■ O 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING "*1� Z ■ E M# I ■ CONSTRUCTION. n "{ ■ I ■ Q 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. �a 34 r'il ■ I v QZ 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. ■ 1 I.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO • ■ " `° 1 , COMMENCING WORK. 10 ��07 - .. 1 ■ 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS ■■ ' WHERE APPLICABLE. 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, ■ i COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. CALF ■ 14. R DE P OVI DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN PA 1 PAVING WORK STOPPAGES OCCUR. 6 ■ ■ PA 1 y`. 15.REFER TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE SHEET CONTENTS FOR ALL CONSTRUCTION CALLOUTS. ALL CONSTRUCTION ITEMS ARE CALLED OUT ONCE PER CONSTRUCTION � - SHEET, TYPICAL. „;, .{ " "'` ♦ 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. ■■■■ gloom / 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN LIMIT OF PHASE 2 DIRECT OFFICE & JOINT ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE PLAN FLATWORK. COST PACKAGE—SEE PHASE 1 DIRECT RETAIL 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. & JOINT COST PER SEPARATE PACKAGE 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. Revisions, No. Revision Description: AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION ., POW Wo ire,, COMMON AREA / JOINT COST AREA INCLUDES ALL REFERENCE SYMBOL LEGEND CURB WORK UNLESS OTHERWISE NOTED SEE SHEETS L—X.XX FOR THE FOLLOWING: DIRECT RETAIL COST AREA INCLUDES ALL AREAS �� _ SYMBOL DESCRIPTION Date, 1 2-04-06 FROM BACK OF CURB TO BUILDING FACE UNLESS tie C_� SEE CONSTRUCTION MATERIALS Drawn By, AEA OTHERWISE NOTED O SCHEDULE Checked, TJ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK _ E-1 SEE SITE ELEMENTS SCHEDULE ■ OF WALK TO BACK OF CURB OF PERIMETERSTREET CONSULTANTS REFERENCE LEGEND Job v, 03-1199 _ A CURB AND ALL PERIMETER STREET MEDIAN ISLANDS SEE PLAN SHEETS a ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, LANDSCAPE CONSTRUCTION LEGEND Plot Date 05-03-07 COLLEGE DRIVE AND TECHNOLOGY DRIVE. LLfl O SEE PLAN SHEETS Plan Sets A-2 DIRECT OFFICE COST AREA INCLUDES ALL AREAS KEY PLAN NOT TO SCALE FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED o 10 Zo 40 �'.(j,?] ,4 �► 1 \ ■ ■ ■ ■ ■ ■ LIMIT OF WORK SCALE: 1 "=20'-0" SHE' � JF i O1 POST LOCATION IN CHANGES IN HORIZONTAL AND VERTICAL 00 2 DIRECTION. SEE CONSTRUCTION 4'-0" MAX. PLhN. land arc + west 2 0 1 1 /4" THREAD GALVANIZED CAP. 0 1 1 /4" DIAMETER SCHEDULE 40 1 •_6" 3 : GALVANIZED STEEL PIPE POST. 1 10 QUICK CRETE PRODUCTS CORP. 00 3 3901 westerly pl. suite 111 THREAD AT TOP TO RECEIVE CAP. #Q-V12SWC EPDXY TO MASONRY newpart beach,cas2sso O1 6" THICK NATURAL GREY 17' CONCRETE WITH MED. BROOM a: ® 1/4" X 3" STAINLESS STEEL EYE � 2 8"x8"x 16"PRECISION CONC. BLOCK LIC. No.4340 2 GROUT FILL ALL CELLS SOLID. tel:(949)224-0040 BOLT. DRILL STEEL POST TO fax:�sas�22a-ooaa FINISH PER CONST. PLAN & SPECS. Z RECEIVE EYE BOLT. PROVIDE 1 /4" 3 O STONE VENEER SHALL BE CORONADO 2500 PSI ® 28 DAYS HONEY LEDGE CARMEL MOUNTAIN 4 P.S.I. AT 28 DAYS. PROTO II WALL. FOR WALL STAINLESS STEEL WASHER ON 4 4 JOINT & PATTERN TO MATCH a STRUCT. INFORMATION SEE CONTINUOUS SIDE AND 1 4 I ## f 6 ARCHITECTURE. VENEER STONE PER 5 O WAYHORIZ. BARS 0 PO" O.C. EA. ~ THIS DETAIL S FOR SHT. 6 SPLIT LOCK WASHER ON THE NUT A CODE AND MANU. RECOMMENDATION CONSULTANT CLEAR ALL EDGES TYP. 3 M HEIGHT AND SIDE. ATTACH EYE BOLT TO POST 5 ® #4 VERT. BAR AT 16"O.C. ALT. 6 0o APPEARANCE ONLY. 5 WITH 1 /4 NYLON INSERT 1 BENDS IN FOOTING AS SHOWN. STAINLESS STEEL LOCK NUT. - - - - a O3 COMPACTED SUBGRADE PER Q7 5 =III=III=III=1 I III=III O5 ADJACENT FINISH GRADE OR STRUCTURAL SOILS REPORT. 7 0 1/4" X 7 1 /2" STAINLESS STEEL of w '=1 I I lI I I=III- = I I I I I=1 ' PAVING PER CONST. PLAN. TURN BUCKLE AT RAIL TERMINUS x III II -III ? !' � ' �=III a I 7 © #4 HORIZ. BAR AT 16 O.C. CONT. ATTACH TO EYE BOLT. I I 8 O RE-COMPACTED SUB-GRADE PER _ NOTE. 10 \ 6 3/16" MULTI STRAND CABLE LOOP -I w � �� 9 w • d G (� 1 . PROVIDE SCORE JOINTS AT 1 1 ���� ONE END TO TURNBUCKLE WITH o a SOIL REPORT OR 90% COMPACTION. - , , I _ ® CONCRETE FOOTING SHALL 10 -0 O.C. MAX SPACING & _ �,� 2- 3/16 FERRULE. CABLE TO BE . I v ,\ 22 ACHIEVE 2500 P.S.I. AT 28 DAYS. EXPANSION JOINTS CAD 20 -0 O.C. � � CONTINUOUS FROM POST TO �� \ rn a - IN FOOTING T. 9 3 4 HORIZ BARS 0 CON MAX. SPACING & 0 ALL CHANGES - - - - - _ _ - - - _ _ _ - - - POST. � o # IN DIRECTION. (__ -� �- _ - I _ �_-�--I___� ___1 - 3 CLR. 3 CLR. - - - - - - - - - - - - - - - 10 4 BARS AT 16 O.C. EQ. EQ. —_ -� - - _ -� -_ ( �_-� _-�-� - I �-�-) I RETAINING WALL # 2. APPLY 1 2 RADIUS NOSE ALL - - - _ _ - - - _ - - _ - _ - - _ _ = _ - / ( -� � �-) � �-���-���- - �-��-�-�-� ( �-��(_-� � �-���-�_�-� 2 4 1 1 GROUT BLOCK SECTION EXPOSED EDGES CONT. TYP. -� ( �_� �_) �_� _�_� I 1_I(_I I __�=�_ _�_ ® FERRULE STOP AT EACH POST. NOTE: SCALE: 1 "=1 '-0" - - - _ _ _ - 7 - _ - - - _ - - - _ - - �- - ( � - � - - SECTION I M I- - —I —I I I— -I I - -) �- -) - _ _ _ = [_I I _ _ _ FINISH GRADE SCALE: _ _ PRE-CAST CONCRETE CAP AVAILABLE F_) �_) -  �_ �_� �_� �_� �_� �_I I_� I_I I_I I_��_�_� Q INSTALL POSTS IN 2" 0 MIN. I.D. FROM QUICK CRETE PRODUCTS, CORP. GRAY SCHED. 80 PVC. PIPE TEL: 909-737-6240 NOTE: SLEEVES W/COVERT BRAND ■ice SECTION 1 . (2) POSTS IN ENTRY CORNER. EPDXY-ICB04846. ELEVATION 1 1 WATER PROOF �� MEMBRANE TO BE O z SCALE: 1 -1 0 2, ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER Q (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. Q COATS PAINT. COLOR PER CONSTRUCTION J SCHEDULE. N L SCALE: 1"=1°-o Tr D-CableBarrierRail 7 6 CONCRETE VEHICULAR PAVING 4 CABLE BARRIER RAIL 1 STONE VENEER LOW SEAT WALL � �,... Z W � - t� Z Q co - Cl� O POST LOCATION IN CHANGES IN O 2"X8"X16" PERCISION CONCRETE W O # Uj z HORIZONTAL AND VERTICAL BLOCK CAP TO MATCH SPLIT FACE � a DIRECTION. SEE CONSTRUCTION BLOCK 2 O 7.1 4'-0" MAX. PLAN. 1 L. 2 O2 TOP TWO COURSES 8"X8"X16 W 0 1 1/4 THREAD GALVANIZED CAP. SPLIT-FACE BLOCK (BOTH W Q J 2 U O 1 1/4" DIAMETER SCHEDULE 40 SIDES SPLIT). GROUT FILL � Q " GALVANIZED STEEL PIPE POST. ALL CELLS SOLID. DEEP RAKE Z Z J V 10 FINISH GRADE. 2 AT G.C. AND JOINTS TO MATCH EXISTING. O Cq 1 AT TURF AREAS, TYP. 3THREAD AT TOP TO RECEIVE CAP. BLOCK COLOR TO MATCH Q 1 O APPLY 1/2" RADIUS NOSE ALL 4 1 /4" X 3" STAINLESS STEEL EYE ARCHITECTURE Ir T. > � EXPOSED EDGES CONT. TYP. BOLT. DRILL STEEL POST TO d . 2 RECEIVE EYE BOLT. PROVIDE 1 /4" ® 8XBX16 SPLIT-FACE ONE • W W INTEGRAL COLOR 4"CONCRETE FLATWORK SIDE (OUTSIDE) WITH w 3 WITH TOP CREST FINISH 4 STAINLESS STEEL WASHER ON X 3 PRECISION FACE (INSIDE) W 0 ca ® 2500 P.S.I. AT 28 DAYS. CONTINUOUS SIDE AND 1/4 BELOW TOP TOW COURSES. V J > W SPLIT LOCK WASHER ON THE NUT 4 GROUT FILL ALL CELLS _ W 4 ® 6" x 6" X 2.9 W x 2.9W WWM a 6 SIDE. ATTACH EYE BOLT TO POST - SOLID. DEEP RAKE JOINTS W W AT CENTER OF POUR TYP. HOLD >- TO MATCH EXISTING. BLOCK Q 5 2" CLEAR ALL EDGES TYP. �' 5 WITH 1/4 NYLON INSERT I STAINLESS STEEL LOCK NUT. COLOR TO MATCH = V J 6 JOINTS PER CONST. PLAN�� AND 7 ARCHITECTURE. 4" a � 1 /4" X 7 1/2" STAINLESS STEEL " U. � Q PER TYP. JOINTS DETAIL , 1 TURN BUCKLE AT RAIL TERMINUS ° 5 0 #5 VERT. BAR AT 24 O.C. (OR #4 a a HT. L-1 .06. _ O S \ 8» ® 1 4 O.C.) ALTERNATE BEND IN J z an N10 ATTACH TO EYE BOLT. 6 FOOTING AS SHOWN 6 3 16" MULTI STRAND CABLE LOOP 4 HORIZ. BAR IN WALL J � © COMPACTED SUBGRADE PER 9 0 / 7 ® # " � W STRUCTURAL SOILS REPORT. ONE END TO TURNBUCKLE WITH CONTINUOUS 0 24 O.C. 0 NOTE: 2- 3/16" FERRULE. CABLE TO BE 8 O ADJAC. VEHICULAR CONCRETE Z 1 . PROVIDE EXPANSION JOINTS CONTINUOUS FROM POST TO 00 PAVING AT MAX. 25 -0 O.C. AND - - INTERMEDIATE SCORE JOINTS =______________= POST. i= © 8" WIDE NATURAL GREY CONC. Uj W ® 10 -0 MAX. O.C. FOR 8 -0 _-� �- (- - - - -� - -� - -� _ -� -) -� �- p N }, _ a I(-I(I-III- CURB W/STEEL TRAVEL RUN. WIDE WALKWAY OR LESS. I=I=I I =I I =III=I=) I =I I=III=III=III=I=III=I I=III= I I=III=I OO RETAINING WALL PER PROTO II S I �w =,III III=III=1 9 PROVIDE 2-#4 BAR CONT. WITH Y I I==1 I ALL OTHER JOINT LOCATIONS PLANS' #3 TIES 12 O.C. 7: RAD. NOSE SEE CONST. PLAN. I-�-III-III-III-I I -I ( (=I I =III-III- I I=I I = I I-�I=III=III= I I=III —I�I-I " - _ _ _ - - ® FERRULE STOP AT EACH POST. EXPOSED EDGES III-III- I I-) I - I I-I I - I I-III-III-III- -) I I-) I (-III- I-III-I 2. PROVIDE 1 -1/2 LBS OF 3/4 10 Q SUPERNET FIBER BY FORTA CORP -III=I I =III=III_III-�=III=III=I ( I= I I=III=�=III= I I= I I-III Q9 FINISH GRADE U ° : . ° a t�7 FINISH GRADE VARIES PER CU. YD. OF CONCRETE IN ALL I I=I I I=II=III=I I I=�I=I I =II=IIIE.I I I=III= I=I I =III=�M I=I I I=I ' ° RECOMPACTED SUB-GRADE, PER 1 FLATWORK. PROTO II WALL. FOR WALL = - - _ - _ - - _ _ _ - - - = 10 INSTALL POSTS IN 2 0 MIN. I.D. ° a ° STRUCT. INFORMATION SEE GRAY SCHED. 80 PVC. PIPE SOIL REPORT SECTION PROTO II WALL DATA SHT. SLEEVES W COVERT BRAND 3"CLR O CONCRETE FOOTING SHALL ACHIEVE „_ THIS DETAIL IS FOR NOTE: / 3'-0" 3" CLR 2500 P.S.I. AT 28 DAYS SCALE: 1 -1 -0 2 POSTS IN ENTRY CORNER. EPDXY-ICB04846. 10 3- 4 HORIZONTAL BAR HEIGHT AND 1 ( ) # APPEARANCE ONLY. 11 WATER PROOF MEMBRANE TO BE O ELEVATION O » SECTION CONTINUOUS IN FOOTING 2. ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. SCALE 3/4"=1 '-0" 434 ` COATS PAINT. COLOR PER CONSTRUCTION SCHEDULE. 10- 07 i SCALE: 1"=1'-0 V�(� . $ 4• CONCRETE PAVING 5 CABLE BARRIER RAIL - 89 WALL RISE/FALL TRANSITION D-CableBarrierRail 2 SPLIT FACE WALL AT TRASH ENCLOSURES ; °'✓ �( CA1-� SHEET CONTENTS, 1 2 CONSTRUCTION 3 1 DETAILS 4 10 2"X6"X 16" PERCISION CONCRETE 5 6 4" PRECISION CAP TO BLOCK CAP TO MATCH SPLIT FACE ., MATCH SPLIT FACE BLOCK BLOCK COLOR v, d 2 6"X8"X16 SPLIT-FACE BLOCK 0 m BOTH SIDES SPLIT). GROUT II I II I II I II .a <.da.. d� �' a O m ._ » 2 FILL ALL CELLS SOLID. DEEP 1 I I li l- -,_, ,. �3 RAKE JOINTS TO MATCH Z x 3 EXISTING. BLOCK COLOR TO Revisions, CONCRETE CURB a MATCH ARCHITECTURE �� A 4 3 #5 VERT. BAR AT 24 O.C. (OR #4 No. Revision Description: o � r� SLOPE = ® 1 -4 O.C.) ALTERNATE BEND IN VARIES �- 0 I FOOTING AS SHOWN 3 PARKING � ® #4 HORIZ. BAR IN WALL I TE 4 4 1 FINISH GRADE �. o ® GONG. SUB-BASE � ,_ „ � ,_ a 5 CONTINUOUS 024 O.C. 3 0 -- 2500 P.S.I. 28 DAYS ff ff -I1 ADJAC. VEHICULAR CONCRETE STONE PAVING PER PLAN AND - 5 2 ONE 0 8 NOTES W/WIPED JOINTS. MAX. 5o COMPACTED SUBGRADE PER SOILS REPORT CONCRETE CURB 6 PAVING MORTAR JOINT 1Y2 . © 6" x 6% 2.9W x 2.9W WWM N 7 f 6 8" WIDE NATURAL GREY CONC. O 1 " MIN. LEVELING MORTAR BASE. AT CENTER OF POUR `- VARIES I - SLOPECURB W/STEEL TRAVEL RUN. w ° 8 PROVIDE 2 #4 BAR CONT. WITH 00 #3 TIES 12" O.C. 1"RAD. NOSE - NOTE: PARKING ,— I--- , i I I I KEYSTONE WALL SYSTEM PER _ ; I !_! EXPOSED EDGES ate' 1 2-04-06 1 . FOR ALL CONCRETE IN CONTACT WITH SOIL, PROVIDE a II—III—III— MANUFACTURERS SPECIFICATIONS =1 I ° . III—I (—I I Q7 FINISH GRADE Drawn By, AEA CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AT _ ;- TO MATCH 8 SPLIT FACE - II—III—III- 28 DAYS OF 2,500 PSI a I - I I — FAWNSKIN STANDARD COLOR. —I I=III—i - 1- _i i ; I _ ® RECOMPACTED SUB-GRADE, PER Checked TJ C� SOIL REPORT # Job n, 3-1199 d ° PROTO II WALL. FOR WALL Plot Datee 05-03-07 la- SECTION STRUCT. INFORMATION SEE N.T.S. PROTO II WALL DATA SHT. Plan Sets � THIS DETAIL IS FOR � HEIGHT AND APPEARANCE ONLY. - SECTION SECTION U SCALE:1 =1 -0 SCALE 3/4 =1 -0 �' � L - 1m03 a 9 \X\X1 STONE PAVING ON CONCRETE BASE 6 INTERLOCKING CONCRETE PAVERS 3 SPLIT FACE WALL SHEET 4 OF 17 2"MIN. AND 4" MAX. Ii PER LOCAL CODE o- CONSTRUCTION MATERIAL SCHEDULE TYP. TYP. 8 2._0. land arc + west DESCRIPTION MANUFACTURER COLOR MATERIAL FINISH PATTERN REMARKS 4 1 DESERT ROCK & SUPPLY 2 C-1 STONE PAVING OR EQUAL (760-328-5877) T.B.D. RANDOM M 3901 westerly pl. suite 111 1 ,—0 newport beach,ca 92660 MIXTURE 3 LIC. No.4340 INTERLOCKING CONC. ANGELUS BLOCK CO. PRE—CAST CONCRETE C-2 RED/BROWN, CREAM/BROWN FLAT EDGES RUNNING BOND o + + + tel: (949)224-0040 PAVERS OR EQUAL (909-328-9115) HOLLAND 60 MM � 10 AND SAND BROWN • fa x: 949 224-0044 • sr C_3 4EQESTIMA.M CONCRETE RETARDENT ETCH 1 1 2 • ° 4 N NATURAL GREY f — CONCRETE PAVING FINISH 6',, � •4• • ° I — � C-4 PRECAST CONCRETE EDINGER RETARDENT ETCH 1 •�$ 6 . I " I B NATURAL GREY CONCRETE I I —I SEATWALL CAP MATERIALS (714-435-1626) FINISH ENLARGEMENT �� LL so CONSULTANT N.T.S. CP 8. LEDGESTONE FACE CORONADO C-5 T.B.D. TO MATCH ARCHITECTURE I J ON SEATWALL OR EQUAL 3 �� o —III ) I ICU " FINAL COLOR T.B.D. BY o EQ. E0. 0 0 0 0 0 C-6 3/8 MINUS 11�6 DESERT ROCK & SUPPLY WETTED, ROLLED/TAMPED �'� FINES— DG OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ TO A FINAL DEPTH OF 2" , • ' — C) 1 —0" 4 CITY OF PALM DESERT ° o . —I < 3"-6" DIA. COBBLE DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY o . o = I = 5 e TYP z C-7 OWNER IN COORDINATION W/ ROCK MULCH OR EQUAL (760-328-5877) CITY OF PALM DESERT o 'p.' (�—� Q PITCH TREAD O 196 TO FRONT, " 6 TYPICAL. s s FINAL COLOR T.B.D. BY — I ' CONC. STEPS COLOR AND FINISH x DESERT ROCK & SUPPLY �' 2 PER CONST. SCHEDULE. CONC. TO EQ. E°' M J — 7 ACHIEVE 2500 P.S.I. O 28 DAYS. ® 2'-3' BOULDER OR EQUAL (760-328-5877) CITYEOFI PALM DESERT ON W/ � � � APPLY 1 2 ROD. AT ALL EDGES. ±,O•-2• VERIFY POST — DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY PRECISE�GRADINGRPLANL ENG. LOCATION IN FIELD © 3' 4' BOULDER OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ EQ E • 3 ADJAC. LANDING PER CONST. PLAN CITY OF PALM DESERT SECTION 1 -0 g#3 BAR AT NOSE 2-CLEAR Q1 SPLIT FACE WALL AND CONC. FINAL COLOR T.B.D. BY CURB PER DETAIL s, L-t.06 DESERT ROCK & SUPPLY SCALE 1 = 1 —O AT ALL EDGES.- DOWEL INTO CHEEK WALL TRASH ENCLOSURE —TYPE •A- C 4'-5' BOULDER OWNER IN COORDINATION W SCALE: N.T.S. Q2 e" VEHICULAR CONIC. PAVING OR EQUAL (760-328-5877) / 05 SEE ENLARGEMENT ©;ER DETAIL 7. THIS SLEEVE CITY OF PALM DESERT ©POUR STEPS AGAINST RE-COMPACTED ORCO BLOCK CO. RUNNING BOND GRADE PER STRUCT. SOIL REPORT. 04 TUBULAR STEEL TRASH SPLIT FACE WALL OR EQUAL (760-775-5629) HARVEST CONCRETE MACHINED UNIT SPLIT FACE TO MATCH ARCH. t'J 3 BAR AT 18" O.C. BOTH ENCLOSURE GATE PER DETAIL s, TO MATCH ARCH. WAYS AS SHOWN,3" CLEAR ALL EDGES. Qs CONCRETE PARKING LOT CURB DOWEL INTO CHEEK WALL PER CET ENO. PLAN ® 1/4" X 1/4" DEEP SAW CUT GROOVES. ©4" CONCRETE AND RAMP PAVING co OR TOOLED STEP TREAD SLIP RESISTANT PER DETAIL a, THIS SHEET CHANNEL WITH CONTRASTING COLOR STAIN ®TRASH ENCLOSURE WITH s- BACK O z PER CONTRUCTION SCHEDULE. ACCESS SITUATION (ADJACENT TO WALK). ADJACENT WALK � V a � J N LO Q. r 4 CONCRETE STEP 1 TRASH ENCLOSURE •TYPE A• LO Z �- F � — mZ a ILIILII� 10 1 1 /4" X /2" DEEP JOINTS FOR ALL O JOINT W SEALANT. LU # Z � _ � W 8 2 TOOLED JOINT"1 2" DEEP, a M O SAW-CUT(1/8 1/2") 3 1/4" TOOLED RADIUS, TYP. W = W Q. un b W � ' b 4 6"x6"x2.9"Wx2.9"W WWM. AT CENTER FELT EXPANSION JOINT 5 #3 BAR X 2'-0" LONGO 1 '-6" O.C. ,�• Q. Z J Q Z jr v O COLUMNS/WALLS (FEJ) _n 6 BURKE 'KEY—KOLD' OR EQUAL O LU Z�J o Q N <C •°.. ° • , , ° 7 #3 BAR X 2'-0" O 1 '-6" O.C. GREASE AND + 4 a r > ~ • a WRAP ONE END IN EXPANSION JOINT (E.J.) W • 8O 1/4" THICK POLYFOAM , W W • �. 4 EXPANSION JOINT W/ SEALANT Q Uj Q co ••- • _ — � • �° 9 COMPACTED SUBGRADE PER 2•-0• V W O STRUCTURAL SOILS REPORT TYP. B 0 i III 9 W W W CONTROL SCORE JOINT 10 BLDG., COLUMN, OR PLANTERWALL PER PLAN. Q 6 4 (S J ) LIM 1 NOTE: � Q • 1 . CONCRETE THICKNESS, STRENGTH, Q Q 0 0 0 4 COLOR, FIN. AND REINFORCEMENT PER 5 CONST. PLAN, NOTES AND DETAILS. z CL ° • 2. ALL CONCRETE SHALL BE 2500 P.S.I. 4•-o'MIN. Q •°a O 28 DAYS UNLESS OTHERWISE NOTED. CIO 3. SOIL PRE—SATURATION PER STRUCTURAL a 2 W OILS REPORT. a °• . 6 4. PROVIDE 1 .5 POUNDS OF SUPERNET FIBER BY EQ. EQ. s z FORTA CORP. PER CUBIC YARD IN CONC. FOR ALL CONC. FLATWORK. Q — ±10•-2• VERIFY POST W 5. PROVIDE CEMENT TYPE V U.N.O. PER LOCATION � GELD COLD JOINT 9 STRUCTURAL SOILS REPORTS. 01 S Uj PLIT FACE WALL AND CONIC. 1 6. FOR ALL CONCRETE IN CONTACT WITH SOIL CURB PER DETAILS, L-,.Os CC•J•) PROVIDE CONCRETE WITH A MIN. COMPRESSIVE TRASH ENCLOSURE —TYPE •C• Oppl VEHICULAR CONC. PAVING — 3 STRENGTH AT 28 DAYS OF 2500P.S.1. WITH SCALE: N.T.S. ,4 TYPE V CEMENT PLUS POZZOLAN, AND A MAX. ©I DIA. CANE BOLT SLEEVE Q WATER AND CEMENT RATIO OF 0.45 UNLESS Q4 TUBUAR STEEL TRASH 7 GEOTECHNICAL ENGINEER OR BUILDING DEPARTMENT THIS IS ARE GATE PER DETAIL 3, ° ° '• '°a DETERMINES THAT SOIL SULFATE EXPOSURE IS ®CONCRETE PARKING LOT MRS ° NEGLIGIBLE PER UBC TABLE 19—A-4. CONTINUOUS PER AIL MO. PLAN OTHERWISE NOTED AS DESIGN STREGTH IS 2500P.S.1 ®4• CONCRETE AND RAMP PAVING •° PER DETAILS, rHls SHEET 7. PROVIDE 1 -1/2 Lbs. OF 3/4" SUPERNET FIBER BY PER ENCLOSURE WITH BACK • �� - -•• FORTA CORP. PER CU. YD. OF CONCRETE IN A� V1 L-17- ALL FLATWORK. @HANDICAP TACTILE RAMP INDICATORS EXPANSION JOINT �''�It 4, (E.J.) 10 -07 5 CONCRETE JOINT DETAIL 2 TRASH ENCLOSURE "TYPE B• N� 9 9,_4„ �0p CA1.� 8 4 VERIFY 0 8 3 E E 1 THIS SHEET. SHEET CONTENTS, 1 5 1 SPLITFACE MASONRY WALL PER DIET. 2, 11 � S 6 7 5 ZO 2 X 1 1 /2 RECT. 12 GA. TUBULAR STEEL GATE TOP, 2 B OM AND SIDE RAILS. 1 CONSTRUCTION 30 6"X6" 1/4" THICK TUBULAR STEEL POSTS W/ PLATE CAP 2'-0" 6 ED TO TOP. .00 L� 3 4 1 "X1 "X1 8" TUBULAR STEEL CROSS MEMBERS. DETAILS / i . = 1 ROW — a a '" - "''' z 6 . . ° _ . . 4 Q PERFORATED 12 GA. METAL PLATE W/ 1/8" DIA. HOLES 04" O.C. 8" PAVER —I — ° ° 5 6 NON—LOCKING MARQUIS PASSAGE LEVER SET 850-3 AVAIL. I ' ' BANDING 6 FROM ORLEANS ORNAMENTAL IRONS & CASTING 9 — ;, ( I I I—) I • • • ° ° DISTRIBUTIONS,INC. TEL. 800-824-3608. 2 III— —� I I;I I 111 . . . . . . . . . . . . . . 7 7 3-3"X3" HEAVY DUTY HINGES WELD TO SIDE RAIL. PAVERS AT PARKING CURB 00 III III _III— I ' 2 w1 SECTION—NTS 8 ® 1 1/2"X1 1/2" 12 GA. TUBULAR STEEL MIDRAIL. PAVER SECT ON AT PLANTING EDGE & WALL 0 9O 3/4" DIA. SOLID HEAVY DUTY DROP CANE BOLT WELD TO R@VISIOIIS= 6 w O RAIL. SET 6" LONG 1 " SCHED. 40 P.V.C. PIPE SLEEVE IN PAVING No. Revision Description: O1 SWEEP DRY SAND INTO PAVER JOINTS PER MANUF. SPECS. . . ° . . . . . . TO RECEIVE CANE BOLT. (2)COMPACTED SUBGRADE PER GEO—TECHNICAL SOILS REPORT. 1 1 Q 6" CONCRETE FLATWORK. PER DETAIL 7, THIS SHEET 3 ROW Q3 INTERLOCKING CONC. PAVERS. PATTERN, TYPE, SEALER, & 11 1 CU. FT. 3/4" CRUSHED GRAVEL POCKET " TYP 8" PAVER COLOR PER CONST. SCHEDULE & PLAN. • . © #3 BAR HORIZONTAL TIES ® 8" O.C. MAX. 8" YP. BANDING ® ADJACENT BUILDING PER CONST. PLANS & CIVIL ENG. PLANS. -- 4— 5 VERTICAL BARS. Q 1 THICK SAND FLAT SETTING BED. =1 _ _ 3 © # CURB _ _ o �. o . 4 POST CONCRETE FOOTING INCORPORTATED INTO WALL ©AGGREGATE BASE PER GEO TECHNICAL SOILS REPORT & BUILDING MANUF. SPECS. I I 4 FOOTING. SHALL ACHIEVE 2500 P.S.I. AT 28 DAYS. G . EDGE (2) ADJACENT . PLANTER—SEE PLAN FOR PLANTER LOCATIONS _ — .• o •: •.o I I — p I I o.• •° 8 60MM PAVER ATOP CONCRETE SUB—BASE — O PER DETAIL AND CONST. S Date' 1 2-04-06 SCHEDULE & PLAN. _ II I - i � II 1 „ROW Q9 CONCRETE SUB—BASE SHALL ACHIEVE 2500 PSI O 28 DAYS _� o ° I— I ° o I Drawn By, AEA 8 PAVER 10 JOINT, SEE JOINT DETAIL THIS SHEET. -�M I - F •'• I I NOTE. (ills ked�BANDING 1 . ALL WELDS SHALL BE FILLET WELDS ALL AROUND. C TJ N 11 ADJACENT PARKING LOT CONCRETE CURB. o '. GRIND SMOOTH ALL WELDS. Job a, 03-1199 J 1 CONIC. BANDING W/ 3—#3 BAR CONT. AT • • .'• .•. 2. PAINT WITH ONE COAT OF ENAMEL PRIMER AND TWO Q CENTER OF POUR AND #3x12" BAR O 12" O.C. 2" o •o o• . '• •o COATS COLOR PER CONST. NOTES. Plot Date 05-03-07 (— PAVERS AT PARKING CURB PAVERS AT BUILDING EDGE 3 ROW CLR. ALL EDGES. . o • o : o 0 3. ALL MEMBERS TO BE ZINC METALLIZED. d _ 24.i�: Plan Sets A-2 ~ PLAN VIEW—NITS PLAN VIEW—NTS 8 PAVER NOTES: SECTION � BANDING 1 . POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY `V EQ. EQ. SCALE: "=1 '-011 COMPACTED FILL PER GEO—TECHNICAL SOILS REPORT. 2,_0„ 2. CONIC. BASE PER GEOTECHNICAL SOILS REPORT. L - 1w04 � co DIA. V 6 INTERLOCKING CONCRETE PAVERS 3 TRASH ENCLOSURE TUBULAR STEEL GATE SHEET 5 OF 17qjj i OWNER'S RESPONSIBILITY 24. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT 25. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR BACKFILLING ALL WALLS METAL WORK 1 . CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION INCLUDING ALL NOTIFICATION OF TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT CONSTRUCTION INSPECTIONS. ALL FIELD MEETINGS WILL BE INITIATED BY THE SITE VISIT TO BE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. land Carc + st CONTRACTOR AND COORDINATED THROUGH THE OWNER TO THE LANDSCAPE COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR RELATIVELY NON-EXPANSIVE FILL WILL BE USED IN BACKFILLING BEHIND WALLS. 2. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT ALL RETAINING WALLS WILL BE ADEQUATELY SHORED DURING THE BACKFILL EDITION OF THE UNIFORM BUILDING CODE. ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: OPERATION. 3. THE TUBULAR STEEL FENCE CONTRACTOR WILL BE A C-23 CALIFORNIA WITH THE OBSERVATION SCHEDULE AS NOTED. 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS WILL LICENSED TUBULAR STEEL FENCE CONTRACTOR. 3901 westerly pl. suite 111 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING newportbeach,ca92660 RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS RECEIVE BROWN COAT (3/8 THICK MIN.) APPLIED AS NOTED. 4. ALL STEEL TUBING WILL BE ASTM 500 GRADE A, OR ASTM A501 SEAMLESS. LIC.No.43C ABOVE AND BELOW GRADE ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS B. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE ( ) PERFORMED BY THE LANDSCAPE ARCHITECT DURING PORTLAND CEMENT: 1 PART 5. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET tel: (949)224-0040 REQUIRED, FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR CONSTRUCTION OPERATIONS TO INSURE CONFORMANCE TO PLANS HYDRATED LIME: 1/4 PART THE MINIMUM STATE AND LOCAL CODES. ALL CONDITIONS THAT DO NOT tax: (sas)224 ooa4 WILL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION AND SPECIFICATIONS. SAND 16/20: 4 PARTS CONFORM WILL BE BROUGHT TO THE OWNER'S AND LANDSCAPE ARCHITECT'S OF THE ABOVE INFORMATION. C. CONSTRUCTION STAKING AND LAYOUT-TO INSURE PROPER ANTI-SHRINKAGE AGENT: 3 OZ. BY WEIGHT PER SACK ATTENTION PRIOR TO FABRICATION AND INSTALLATION. S. 13WKER FROM WILL PROVIDE ROUGH GRADE TO WITHIN 1/1©TH OF ONE LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. FOOT OF FINISH GRADE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FINISH D. ROUGH CONSTRUCTION PROGRESS-TO INSPECT WORKMANSHIP FOLLOW WITH COLOR FINISH COAT - 1/8" THICK MIN. 6. PRIMER-COAT PAINT WILL CaNi=o LEAD/ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINCC RM TO FS TT-P-8 TYPE it FOR RED CHROMATE TYPE PAINT. CONSULTANT GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. AND CONSRUCTION TECHNIQUES PRIOR TO COMPLETION OF 4. ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL CONSTRUCTION ELEMENTS. PORTLAND CEMENT PLASTER - MIX WITH WATER PER 7. TO TOUCH-UP GALVANIZED SURFACES, USE `ALL-STATE' 321 GALVANIZING MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE POWDER 30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT THE LANDSCAPE CONFORMANCE- THE OWNER AND LANDSCAPE ARCHITECT WILL EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER `ALL-STATE' WELDING ALLOYS COMPANY OR EQUAL. ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS APPLIED TO THE WALLS. 8. MISCELLANEOUS METAL WORK WILL BE FREE OF DEFECTS WHICH IMPAIR DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM PRIOR TO STARTING THE MAINTENANCE PERIOD. 27. ALL PLASTER FINISHES AND COLORS WILL MATCH REFERENCED STRENGTH, DURABILITY AND APPEARANCE. THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK ARCHITECTURE OR AS DIRECTED BY OWNER. APPLY A SAMPLE AREA FINISH TRUE AND ACCURATELY FIX IN PLACE BRACE 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL 9. ERECT PLUMB, STRAIGHT, , AND EXPENSE. PLASTER COAT OF 4 X 4 FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH. 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY BUILDINGS IN APPEARANCE AND COLOR. VERIFY WITH OWNER FOR PLASTER 10. SET RAILING STANDARDS TRUE AND PLUMB IN PROPERLY POSITIONED THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE EXECUTION OF PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR COLOR AND FINISH. SLEEVES, THEN BRACE TO POSITION AND CEMENT IN PLACE WITH QUICK SETTING ARCHITECT CONCURRENTLY. THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR CEMENT. REIMBURSING THE LANDSCAPE ARCHITECT FOR HIS LABOR AND REIMBURSABLE 28. APPLY NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS 11 . PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE EXPENSES. NO FURTHER SITE VISITS WILL BE MADE UNTIL OUTSTANDING APPROVED BY THE OWNER. TAPES, COATINGS OR ISOLATORS. CHARGES HAVE BEEN PAID TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. 29. CONCRETE COLORS AND FINISHES WILL BE PER CONSTRUCTION PLANS. 12. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD 26. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO �+ WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND 30. ALL CONCRETE FLATWORK WILL BE A MINIMUM OF 4 THICK. NOSE ALL MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO LANDSCAPE ARCHITECTS REQUIRED FIELD ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. EDGES AS SHOWN ON THE DETAILS. RECEIVE FINISH COATS. OBSERVATION WORK 27. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND 31 . ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF 1%. 13. ALL GALVANIZED METAL WILL BE HOT DIPPED GALVANIZED. 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL PREPARED FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN 32. ALL CONCRETE WILL MEET ALL EXISTING CONCRETE, ENGINEER'S OR 14. APPLY ONE (1) PRIMER COAT AND TWO (2) COATS OF EXTERIOR METAL USE LAND ARC WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION. ARCHITECT'S WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, AND TOPS OF PAINT. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. co CONSTRUCTION OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE CURBS, ETC. FLUSH. THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL 28. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE O Z SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT 33. EXPANSION JOINT SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 10' ON CENTER. Q OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE EXPANSION JOINT MATERIAL WILL BE AS APPROVED BY THE OWNER. V FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LAND ARC WEST CONTRACTOR'S LICENSE NUMBER. LO a DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, r THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO 29. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE LO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER CARPENTRY Z Wr HARMLESS INDEMNIFY AND DEFEND LAND ARC WEST FROM AND AGAINST ANY MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; AND ALL CLAIMS. � THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; 1 . THE CARPENTER WILL BE A CALIFORNIA LICENSED CONTRACTOR. co � M Z Q THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; V♦ THEIR SPECIFICATIONS AS TO HEIGHT SPREAD AND TRUNK CALIPER AT ONE 2. THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF W O � W Z ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. Im FOOT 1 ' ABOVE GRADE FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE PHOTO OF EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. THIS LIST O Q 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE � W � � WILL BE REQUIRED WITHIN FIFTEEN (15) FROM THE DATE THAT THE CONTRACT EDITION OF THE UNIFORM BUILDING CODE. W r WAS AWARDED. CONTRACTORS RESPONSIBILITIES W > W am 4. THE CONTRACTOR WILL PERFORM ENTIRE WORK IN ACCORDANCE WITH THE � O BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN O. ZZ J Q CC 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, AND LAYOUT THE WORK AS REQUIRED. ACCURATELY SAW CUT AND FIT LUMBER w U SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS CONCRETE AND MASONRY NOTES INTO THEIR RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS O W SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. INDICATED OR REQUIRED AND PERMANENTLY SECUREIN PROPER POSITION WITH � ac� Q 2. ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF SPIKES, NAILS, LAG SCREWS, BOLTS, HANGERS, OR OTHER FASTENERS TO MAKE �� > cr LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. THE WORK SUBSTANTIAL AND RIGID IN ALL PARTS AND CONNECTIONS. W LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 2. THE CONCRETE CONTRACTOR WILL BE A C-8 CALIFORNIA LICENSED 5. MAKE CONNECTIONS BETWEEN MEMBERS TIGHT, ACCURATE AND SECURE. 0= Uj 8 W CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR WILL BE A C-29 PLACE FASTENINGS WITHOUT SPLITTING WOOD; PRE-DRILL WHEN REQUIRED. W (j 3. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS CALIFORNIA LICENSED MASONRY CONTRACTOR. DRILL BOLT HOLES THE SAME SIZE AS BOLT DIAMETER. DRILL HOLES FOR LAG V > W WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT SCREWS THE SAME SIZE AS THE ADDED BOLT. COUNTERBORE THE SAME DEPTH W o WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL EDITION OF THE UNIFORM BUILDING CODE. AND DIAMETER AS SHANK TO PROVIDE FLUSH INSTALLATION. TURN LAG SCREWS W OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL INTO PLACE; DO NOT DRIVE. PROVIDE BOLTS AND LAG SCREWS WITH WASHERS REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. 4. ALL EXISTING FILL SOIL AND DISTURBED NATIVE SOILS ARE TO BE UNDER EVERY HEAD AND NUT BEARING ON WOOD. TIGHTEN BOLTS AND LAG J = C'� V Q EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO THE Q 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS Q I.- Q � SPECIFICATIONS WHERE APPLICABLE. COMPLETION OF PROJECT.TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. O V 6. ALL NAILS, CONNECTORS, OR OTHER HARDWARE WILL BE HOT DIPPED Z 5. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED 5. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL HARDWARE a 0) CONTRACTOR. BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS WILL BE WILL BE PAINTED TO MATCH WOOD MEMBERS. 0 6. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE AND APPROVED BY THE OWNER. 7. ALL WOOD WILL BE PRIMED/PAINTED WITH TWO (2) COATS OF PAINT OR > STAINED WITH TWO (2) COATS AS DIRECTED BY THE OWNER AND/OR LANDSCAPE WORK. 6. AGGREGATES FOR CONCRETE WILL BE NATURAL SAND AND ROCK ARCHITECT UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DETAILS. 7. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC CONFORMING TO ASTM C33. CONFORM TO PAINT MANUFACTURERS PRINTED INSTRUCTIONS AND Uj W Q LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE 7. AGGREGATES FOR MORTAR AND GROUT WILL BE NATURAL SAND AND ROCK RECOMMENDATIONS, INCLUDING PREPARATION OF SURFACE PRIOR TO BEING mr CODES, REGULATIONS AND BY THE OWNER. CONFORMING TO ASTM C-144 AND C-404. PAINTED. PROTECT SURFACES NOT TO BE PAINTED. CORRECT ANY PAINTING 8. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE RELATED DAMAGES OR, IF REQUIRED, REPLACE DAMAGED MATERIAL AT NO COST SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING 8. CEMENT WILL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V. TO THE OWNER. Q LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF 9. THE CONTRACTOR WILL FURNISH ONE 5-FOOT X 5-FOOT X 3 1/2-INCH 8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE, MASONRY OR BURIED INTO GRADE WILL BE PRESSURE TREATED DOUGLAS FIR N0. 2 PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. SAMPLE OF EACH TYPE OF CONCRETE FINISH AND COLOR SPECIFIED IN ON THE 9. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE DRAWINGS. SAMPLES ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE UNLESS OTHERWISE NOTED. SAMPLES IN A SAFE AND CONVENIENT LOCATION. APPROVED SAMPLES SHALL BE SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH STANDARDS FOR FINISHES IN LATER CONCRETE WORK. OF ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN ANY EXCAVATION THE OWNER AND 10. ALL CONCRETE BLOCK WILL CONFORM TO ASTM C-90, GRADE N. MASONRY LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. WILL BE LIGHTWEIGHT UNIT FM = 1500 PSI 4 , 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER 11 . MORTAR WILL ASTM C 270, TYPE S CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK. 10 1-07 11 . PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR WILL VERIFY, AT 12. GROUT WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS 28 DAYS. MIX GROUT IN ACCORDANCE WITH ASTM C 94. � J'` Date' ��� AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY '9 DISCREPANCIES WILL BE REPORTED TO THE OWNER IMMEDIATELY. 13. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. �t � CA`ti�` WILL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED 12. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH CONSTRUCTION TO THE OWNER UPON REQUEST. CITY OF PALM DESERT OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE 14. ALL CONCRETE WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 Landscape Inspection Schedule DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PSI AT 28 DAYS. MAX. WATER/CEMENT RATIO TO BE 0.55 - MAX SLUMP TO '" SHEET CONTENTS PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S BE 5" AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY CONSTRUCTION FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 1 PROVIDING SUCH NOTIFICATION. 15. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE 1) Sleeving Grading a. Sleeve diameter, type, depth and location DIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES. LAP ALL b. Soil surface drainage, elevations and trash (including weeds & rubble) NOTES 13. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE AND LAYOUT OF ANY BARS IN MASONRY A MINIMUM OF FORTY (40) TIMES THE DIAMETER OF THE CONSTRUCTION ELEMENT ON-SITE AND THOSE INDICATED ON DRAWINGS, THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES, UNLESS NOTED OTHERWISE. 2) Hardscape/Boulders - Cobble CONTRACTOR WILL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS WILL BE STAGGERED. a. Sidewalk and wall layout RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNER'S REINFORCING STEEL WILL CONFORM TO ASTM A615, GRADE 40, #4 AND SMALLER b. Utilities location AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN AND ASTM 1615, GRADE 60, #5 AND LARGER. c. Boulder type, size, weight and placement CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST CASE, 16. PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 3) Irrigation System Rough- In ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. a. Trench depth and location 14. THE CONTRACTOR WILL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR b. Pipe size and class TO COMMENCING WORK. 17. DOWELS FOR WALLS WILL BE SAME SIZE AND SPACING AS THE WALL c. Pressure test (125 psi for 6 hours) 15. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR REINFORCEMENT AND WILL LAP WITH THE REINFORCING BAR AS NOTED ABOVE Revisions, OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS UNLESS NOTED OTHERWISE. 4) Plant Material (trees & shrubs) No. Revision Description: FOR APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. 18. ANCHOR BOLTS, DOWELS, INSERTS, ETC., WILL BE SECURELY TIED IN PLACE a. Condition PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. ALL EXPOSED STEEL b. Type 16. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE WILL BE HOT DIPPED GALVANIZED. c. Placement DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. 19. WELDING OF REINFORCING STEEL WILL CONFORM TO AWS D12-1 USING 5) Ground Cover (decomposed granite) !7, THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO PROPER LOW HYDROGEN ELECTRODES. a. Type ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER b. Depth and spacing LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. 20. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL c, Compaction AND FACE OF CONCRETE WILL BE MAINTAINED UNLESS NOTED OTHERWISE: 18. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CENTER OF SLAB FOR SLABS ON EARTH. 6) Final CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED a. Irrigation: OR UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN 1) Valves, boxes and wiring A MANNER ACCEPTABLE TO THE OWNER. 2 FOR CONCRETE BELOW GRADE, FORMED. ii) Controller operation and schedule III) Sprinilder, bubbler and/or drip emitter type, flow rate and Datei 1 2-04-0 6 19. PROVIDE ISOLATION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS 3" FOR CONCRETE BELOW GRADE, UNFORMED. quantity per plant BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED iv) Overall operation Drawn B�/� AEA VERTICAL SURFACES. 21 . ALL MASONRY WILL BE REINFORCED GROUTED SOLID MASONRY UNLESS v) As built Checked TJ cm OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, b. Tree staking 20. ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY WILL HAVE A MINIMUM GROUT COVERAGE OF 3/4c. Overall Job 21 . ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL 03-1199 Q CONDUIT SLEEVES, ETC. ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND 22. SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND e 05-03-07 SLEE OR INSPECTION Plot Dat / WALLS. REQUIREMENTS. H Plan Sets A-2 22. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. 23. CONTINUOUS INSPECTION WILL BE PROVIDED BY A TESTING LABORATORY FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 23. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF 2,000 PSI OR GREATER AND CAISSONS. MASONRY WILL HAVE CONTINUOUS (n WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. _ " uti, - 105 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE ■ DRAWINGS. ZV SHEET 8 OF 17 ' EQUIPMENT LEGEND land rarc + west WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE 3901 westerly pl. suite 111 Q QUICK COUPLING VALVE -RAINBIRD 33DRC new N°0 beach,ce 92660 LIC.• tel:(949)224-0040 RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. fax: (949)224-OD44 \• RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE T \ � CONSULTANT SPEARS 3/4" BALL VALVE AND 2 OF SALCO PVC TUBING FOR MANUAL FLUSHING , \♦ ygSF Opp O TREE BUBBLER RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY 4 40 ASS F 2 Ssil'F /RFc�, N CONTROLLER-RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH // j ��♦., /ST OFP/ COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN f D `\ pF/Q s O//�/r WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 24" /♦ C WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER-BURY 24"/ ° qRq T COS p t _ F A ck Okq� —o 0 o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION -BURY 9"(MAINTAINED BY RETAIL) / _ F , , T SE£ WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION -BURY 9" (MAINTAINED BY JOINT USE) r WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION- BURY 9" e ` - ��� X SLEEVE -SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL f _ --.._ WIRE SLEEVES TO BE 2 MIN. WHITE PVC SEE SLEEVE SCHEDULE FOR SIZE z DENOTES VALVE STATION NUMBER C� C� / , '� ° ��`' .-,-�- I I DENOTES FLOW �� A6 A7 — - -� DENOTES VALVE SIZE J N L / : r v � / / B12 u o W. / T B13 O U) z Q 1 3 W W Z 0 — 0 U) # W f / r - / ► (r. mm) < cc G Q / _I D T W aaaaaaaaaa t 1 aaaaaaaaaaa� LL T CL 0• �— W "/ ♦ / \ \ _ .....:/4 .......... o� • / \ - j jf ! W „� U V v / \ 11 V) r T <v Gj / / \ \ A5 r _ ' �f1 Q' W / D ,/ o s � a w W 0 Cn D Q - _ — L�J REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, W 0� ,.1 / \ r r (� LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. V A, 4<1 D 0 W W LLJ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE Q BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION � LL a \\ T ► B EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE J Q BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL U) Q FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR O / j z r E . : . , OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, Q / / • .._................___-._. r �__ ^t ( WALLS,OR OTHER HARDSCAPES I STRUCTURES. U) IN, IV T :: � - CL 0 F / Al ° T PIPE SIZE LEGEND V Z E wmmm — UJ W p`4 r LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST 1" ♦ PACKAGE—SEE PHASE 1 DIRECT OFFICE & JOINT COST '--- III 1 1/4 ♦ T / � � \\ \ / ♦ PER SEPARA E PACKAGE 1-1/7, T • ♦ / A ♦♦ / \\ / ♦♦ SLEEVE LEGEND �►`� �� // � ` \� ♦♦ CONNECT TO EXISTING 2" MAINLINE, A (1)4" SCH. 40 SLEEVE 4a4 . \♦♦ �� // T a ♦♦ MASTER VALVE, AND FLOW SENSOR © (2)4' SCH. 40SLEEVE / ;a ;.,``. .' ' ♦ WIRES AS PROVIDED BY PHASE 1 ~` ♦ / / '� PLANS C 1 2" SCH. 40 SLEEVE ♦ r D CONNECT CONTROLLER A TO MASTER DEW QD (2) 2" SCH40SLEEVE 9� D . \ VALVE AND FLOW SENSOR. CALIF (3) 2" SCH. 40 SLEEVE i •oFJO�r/,'O , /, o ,� (1) 2" SLEEVE FOR VALVE WIRES SHALL SHEET CONTENTS q .4 ACCOMPANY EVERY MAINLINE CROSSING. IRRIGATION I/XF ,� � � 0,, o PLAN AV -yo n4e' goe- T All 0' O�'� Revisions ��, AREA OF RESPONSIBILITY LEGEND `/O, Os SYMBOL DESCRIPTION No. Revision Description: 00 0�� // Q. ( COMMON AREA / JOINT COST AREA INCLUDES ALL q. ��' �� CURB WORK UNLESS OTHERWISE NOTED o / DIRECT RETAIL COST AREA INCLUDES ALL AREAS ■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED G ASSESSMENT DISTRICT INCLUDES AREA FROM BACK W F OF WALK TO BACK OF CURB OF PERIMETERSTREET ALL IRRIGATION SHOWN OUTSIDE THE LIMIT OF WORK LINE WAS ` � ,,,� CURB AND ALL PERIMETER STREET MEDIAN ISLANDS CO - ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, Date. 12-04-06 INSTALLED DURING PHASE 1 AND - COLLEGE DRIVE AND TECHNOLOGY DRIVE. m IS SHOWN FOR REFERECE ONLY. �f. Drawn By: DT DIRECT OFFICE COST AREA INCLUDES ALL AREAS Checked: S H cv FROM BACK OF CURB TO BUILDING FACE UNLESS # ..� OTHERWISE NOTED .10b #. 03-1199 J frr1 ■ ■ ■ ■ ■ ■ LIMIT OF WORK Plot Date: 05-03-07 H- Plan Set: A KEY PLAN-NOT TO SCALE m 0 0 10 20 40 " ,7 Y L - 2mOl U .................................................. .................................. ............................................ z SCALE: 1 " =20' -0" SHEET 7 OF 17 EQUIPMENT LEGEND land arc + west WATTS FBV-3 FULL PORT BRASS BALL VALVE -TO BE LINE SIZE 3901 westerly pl. suite 111 Q QUICK COUPLING VALVE - RAINBIRD 33DRC newport 4340boa ,ca 92f380 uc.No.43ao tel:(949)224-0040 RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. fax:049)224-0044 RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE CONSULTANT Q SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING O TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND AND DETAIL FOR TYPE AND QUANTITY Qp CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN low_ 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" If �--- 'I I r 1 raj' { P �� 1 4 SSE e 2 —o 0 o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY RETAIL) sIq N _ T �/ CFF/ —J J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION -s C BURY 9 (MAINTAINED BY JOINT USE) � o _.. s j STR/c� C� & 1t (� , pER ✓c0/NT WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION - BURY 9" �� q RA T f ST pq X SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL r r `fir �S pq C SLEEVE cC WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE U) 1`Li W \r LIJ G 0 z i 'f, r �• DENOTES VALVE STATION NUMBER Q DENOTES FLOW �I DENOTES VALVE SIZE LO If LO h. F- W F- U) /♦� z 1 � n w W U) z r r O f p • Cr. Ila W mrw J 1 U W Q 7 'i. 0. uo Tj U ...... ' 4/ 0 m '�_ Q W MM j ♦ �- W w A8 A9 A10 A11 �• O r W T0 i is 1' 1 1' 19 1' 7 1' 15 /t f Q 44j Q �.�. � O . . ■ ■ ■ ■ ■ ■ . . . .��■.......�...�� I. ..�... I �f , Q �Q V W IT1 :. T _... r ..... q E T _._. D �1 Arj I 0 LL O T _....... �Z • O O r ? 'Q REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, U) rn � � W � . � a __ O LEGEND DETAILS PRESSURE CALCULATION AND SPECIFlCATIONS D ��n (A •::y:,.-; '�' _:;;;•, PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE ri U) rT1 _ J D ,•;,:�.,., ,.. .,, . ,;. BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. r � O N t " •a` ` ` j V SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION > z r� Oj-'-r' EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE rr1 — BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL W Q � I m I O FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR S (n OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, J C� 1 � n � —I i � Q WALLS,OR OTHER HARDSCAPES 1 STRUCTURES. T O Ti -O D C7 i `• N �. PIPE SIZE LEGEND j rr, r,, rrt - /1 4, j R° - ,� � 3/4" D /• ----._............_ _......... N p. _ �■ In Q` G - t I■ 4540 0 ,��`� ``� o�°`� - ' ';� ■ QQ CONNECT TO (1 ) 2" MAINLINE ( 1 ) _ r 2-1/2" �'�?y ����' ' ; ■ COMMON WIRE (5) LEAD WIRES. 10-31 I IRRIGATION SERVED BY METER J2, a �Qo��oQ'�`� I■ CONTROLLER 'B' SLEEVE LEGENDS �� CALF 1 i N QA (1) 4" SCH. 40 SLEEVE al ° ° B (2)4" SCH. 40 SLEEVE I SHEET CONTENT I l..._............... _._._._. r © (1) 2" SCH. 40 SLEEVE .._I....... IRRIGATION CH 40 SLEEVE 1 LIMIT OF PHASE 2 DIRECT OFFICE & JOINT ,� PLAN E I. COST PACKAGE—SEE PHASE 1 DIRECT RETAIL j ;�` Q (3) 2" SCH. 40 SLEEVE o - _........_..._... _ & JOINT COST PER SEPARATE PACKAGESLEEVE FOR— I �',� (1) 2"ACCOMPANY EVERY AMAINL NE CROSS NG. _41 &0 I�T r f I ...._......._ _................................... ...._........ ....._......................................................._..................................._._. ALL IRRIGATION SHOWN OUTSIDE THE LIMIT OF WORK LINE WAS INSTALLED DURING PHASE 1 AND Revisions IS SHOWN FOR REFERENCE ONLY. AREA OF RESPONSIBILITY LEGEND No. Revision Description: SYMBOL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS ■■■ �� +� FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED ASSESSMENT DISTRICT INCLUDES AREA FROM BACK W OF WALK TO BACK OF CURB OF PERIMETERSTREET � CURB AND ALL PERIMETER STREET MEDIAN ISLANDS _ ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, Date 12-04-06 s COLLEGE DRIVE AND TECHNOLOGY DRIVE. m Drawn BY-- DT DIRECT OFFICE COST AREA INCLUDES ALL AREAS Checked: S H c4 ■.� 4 ' FROM BACK OF CURB TO BUILDING FACE UNLESS F ..( OTHERWISE NOTED .JObm 03-1199 I i Plot 1 Gtt�....�—..-...--'� Date: 0 5—0 3—0 7 � ■ ■ ■ ■ ■ ■ LIMIT OF WORK i- ui u uu .�..,.: ....-... Plan Sets A KEY PLAN—NOT TO SCALE 0 10 20 40 4 0'/ co L - 2002 >- 7%=77 Z ........ ... .._._..._. ........... _ ........ _ ... _. _. • 0' -0" SHEET 8 OF 17 LL� SCA LE. 1 2 1 GENERAL NOTES EQUIPMENT LEGEND GENERAL IRRIGATION NOTES TO 1. All main line and lateral line piping and control wires under paving shall be Installed In separate sleeves. Main and lateral I a n d arc + west line sleeves shall be a minimum of twice (2x)the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient LANDSCAPE CONTRACTOR size for the required number of wires under paving. 1. The irrigation contractor shall obtain a copy of the latest edition of the"Coachella Valley Water District General Landscaping Guidelines 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 WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE 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. 3901 weetery pi. suite 111 said rejection. 2. Not Applicable. 0 QUICK COUPLING VALVE-RAINBIRD 33DRC nowporLIC.No.beach, ,ce 9M 3. Install all piping between the point of connection and the basket strainer or the R.P. Badkflow 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 4. Final location of the automatic controller and basket strainer or the R.P. Bac kflow shall be approved by the developer and tel:P49)224-0040 the landscape irrigation designer prior to installation. same. Irrigation specifications and drawings call for described materials and workmanship,however alternative material and special identification RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. fax:(94)224-0044 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 make the final connection from the electrical source to the controller. oarift areas only. RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOR SIZE 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified.P PerP 9 Pe 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 CONSULTANT 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. 0 SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING 8. This design is diagrammatic. All 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 maximum flow demand shown on the irrigation drawings at 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 TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE-SEE TREE LEGEND 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 0 AND DETAIL FOR TYPE AND QUANTITY 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. 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 etc. Q■❑ CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to 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. A COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN notes. Contractor shall verifywater pressures prior to construction. Report an differences between the water pressure P P Po Y P Allcontroller it h l. 8. wire shall be AWG-UF direct burial and all splices and connections shall be made with ntite connectors or approved equal. 'Itype, P Pe PP q 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. j representative. 9. Not Applicable. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" 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 WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24 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. 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, -0-0 0 WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY RETAIL) the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary. 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.). specifications. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and 12. All mainline, lateral lines and ini ation wire shall be installed in SCH 40 PVC i sleevin where the pass under dirt roads and paved areas. -J J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" MAINTAINED BY JOINT USE specifications. g pipe g Y Pa P ( ) 13. The irrigation contractor shall install kbi series adv's(anti drain valves)on all heads in areas where finish grade exceeds Mainlines and lateral tines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. Irrigation control wire shall be sleeved in SCH 40 PVC pipe 1-inch diameter per ten strand direct burial wire. WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" 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. 14. The contractor shall provide reduced pcs-pressure compensation screens (per attached legend)as necessary to All risers shall be SCH 80 PVC pipe. B. All i fittings shall be PVC SCH 80 except as noted in Details.C. Use Teflon tape or Teflon i do SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL eliminate overspray onto streets,walks or other areas as directed by the owner's authorized representative. on all PVC male i threads on all sprinkler joint valves and on all riser threads. P pipe � X WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVESCHEDULE F R E 15. Shrub heads and risers may be substituted for pop-up heads in planted areas except where adjacent to high traffic areas P g 0 SIZE 14. All pressure mainlines shall be buried 24 inches deep,and all non-pressure laterals 9 inches deep. Trench backfill shall be free of any material such as walks, curbs,turf lines, monuments, fountains,or signage. Refer to installation details. that may damage irrigation pipe or equipment. In the event of backfill settlement,contractor shall perform required repairs at his own cost. O Z 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected,tested and approved. DENOTES VALVE STATION NUMBER Q 16. Prior to backfilling irrigation trenches: All mainlines In the system shall be capped and pressure tested at 125 psi for a period DENOTES FLOW a, V of six hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. DENOTES VALVE SIZE J 17. Not Applicable. LO 18. Not Applicable. F� T 19. Not Applicable. LO 20. Not Applicable. r 21. Not Applicable. Z W co 22. When the irrigation system is completed,the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant W Q root area. The contractor shall fumish all materials and perform at)work required to correct inadequacies of coverage at his own cost. W "� Q W � � Z _ F- � Q J o � W � �W Q = Wa- - MU O a Q. ZZ M .JU O n r„< W w > CITY OF PALM DESERTWW W I LANDSCAPE INSPECTION SCHEDULE Q W > (!) W 1 . Sleevin / Grading Ll.� W W � I' 9 9 Q ILL F- a. Sleeve diameter, type, depth and location 0 LLMr V a- J drains Q b. Soil surface e, elevations and trash Q I� 9 O t� (including weeds & rubble) J Q z J W C!� 2. Hardsca e / Boulders -Cobble P �- a. Sidewalk and wall la Z layout U b. Utilities location W Q c. Boulder a size weights and placement UJ J type, 9 P = 3. Irrigation System Rough - In Q a. Trench depth and location b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4. Plant Material (trees & shrubs) � a. Condition � 4340 b. Type 1$'-3". c. Placement .(P 5. Ground Cover (decomposed granite) CA` a. Type b. Depth and spacing SHEET CONTENTS: c. Compaction IRRIGATION i 6. Final 41 A, , m 2 0 0F1 NOTES AND a. Irrigation: LEGENDS i.) Valves, boxes and wiring ii.) Controller operation and schedule iii. Sprinkler, bubbler and/or drip emittertype, P P flow rate and quantity per plant. iv.) Overall operation Revisions: v.) As built No. Revision Description: b. Tree staking c. Overall PRIOR TO ANY IRRIGATION CONSTRUCTION THE CONTRACTOR SHALL TEST THE STATIC WATER PRESSURE AT ALL WATER METER LOCATIONS AND REPORT ALL TEST RESULTS TO THE DEVELOPER,THE LANDSCAPE ARCHITECT,AND IRRIGATION DESIGNER. W C0 � These plans have been reviewed*by the Coachella Valley Water District in accordance with Date 12-04-06m Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn B y: D T efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: S H cv *Approval of this drawing by CVWD Staff does not constitute approval to encroach into # Job 03 1199 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind J may not be planted or installed in CVWD and USBR easements or right-of-way with fi t Q out rs Y P i obtaining an encroachment permit from CVWD. Plot Date: 05-03-07 ~ H Plan Set: A m 0 Date j Water Management Supervisor L - 2mO3 Z ment Services Supervisor W Develo pSHEET 9 OF 17 land rarc +owest o TAN , BOLT LOCKING PLASTIC 1/2"IN TURF CIRCULAR VALVE BOX-MARKED"BV" FINISH 1" IN SHRUB WITH EXTENSIONS AS NECESSARY GRADE „_ 3901 westerly pl. suns i 11 FULL PORT BRASS BALL VALVE, newport beach,ca 92860 SEE LEGEND FOR TYPE UC.No.4340 S II II I��(�11= IIIII IIIIII=IIIIII= �':(949)224-0040 _ 5711 _ fax: W9)224-0044 =IIIIII III II IIIII_(IIIII= = 3"LONG SCH. 80 NIPPLE I, =114 CONSULTANT j a SCH. 80 THREAD ONE END FLOW (T.O.E.) NIPPLE-TWO REQ'D 12" MIN. DEPTH OF 3/4"CRUSHED Jill GRAVEL 1 m BRICK STABILIZER-4 REQUIRED COMPACTED SUB-GRADE IIIIII =IIIIII FULL PORT BALL VALVE I i Cl� � Q 0 z a LO PVC SCH 40 ELL PVC SCH 80 NIPPLE z W T 1" IN TURF c Z Q_ 30" LONG EXPANSION COIL 1-112" IN SHRUB TAN, BOLT LOCKING RECTANGULAR W (Do (0 W Z TAN BOLT LOCKING PLASTIC CIRCULAR WATER PROOF WIRE CONNECTORS LVALVE BOX MARK TV i 1/2" IN TURF VALVE BOX - CARSON 910 HEAT BRANDED — Q 0 " 1 TAN , BOLT LOCKING PLASTICIIIIET — = J O 1 IN SHRUB QCV' z = (IIIII AUTOMATIC CONTROLLER STAINLESS STEEL� z FINISH GRADE RECTANGULAR VALVE BOX-MARKED n RCV' cc g I FINISH GRADE ENCLOSURE-SEE CONTROLLER NOTE FOR ccW W �- owe lip FI N I S H ED G RA///// WITH EXTENSIONS AS NECESSARY (IIIII — QUICK COUPLER VALVE, SEE ; ;:. o SPECIFICATIONS W Q O J < : ~ SPEARS SCH.40-1/2" BALL IIIIII— =IIIIII LEGEND FOR TYPE Q =IIIII = IIIII VALVE WITH FxF INLETS IIIII (IIIII-(IIIII- CONTROL ZONE KIT: RAIN BIRD MODEL — ON/OFF -GFI SWITCH PER CODE Z J " z „� U IIIIIIIII1= I _ = SCH. 80 NIPPLE, LENGTH AS // j 3" MIN. i XCZ-10000M III I SPEARS SCH.40-1/2 MALE EPDXY SEALANT AROUND EDGES O W T w IIIIII IIIII _ — REQUIRED '�\�; / �/, ADAPTER MIPTxSOC INLETS III 12" MIN. DEPTH OF 3/4" _ � SCH. 80 THREAD ONE END e (T.O.E.) NIPPLE-TWO REQ'D SALCO 1/2" PVC FLEX HOSE 60 MIN.THICK POURED CONC. BASE AS T— Ir CRUSHED GRAVEL e -2' MIN. GLUE PVC FLEX REQUIRED BY MANUFACTURER'S �"� W W BRICK STABILIZER I m a12" MIN. DEPTH OF 3/4" 9 9�8 HOSE INTO SOCKET OF 811 SPECIFICATIONS W SPEARS SWING JOINT ASSEMBLY _ CRUSHED GRAVEL m1a MALE ADAPTER WITH PVC SLOPE TO DRAIN PEDESTAL FOUNDATION a W Q PART NO.-5807-01008. (MIPTXFIPT) I 12" MIN. DEPTH OF 3/4-INCH CRUSHED III= IIIIII GLUE. (SEE SPECIFICATION) �_ W o II 0 ■is 0 °�� o �° GRAVEL IIIII=� II�----� SCH. 80 T.O.E. NIPPLE —Ji 5/8"X 96"COPPER CLAD GROUND ROD- W W W °p °O FINISH GRADE N ATTACH TO CONTROLLER CABINET 0 ® PVC SCH. 40 TEE OR ELL PVC MAINLINE =IIIIII1 =IIIIII = — J _ IIIIII_ IIIIII= Z 0 Q i PVC MAINLINE, DEPTH AS —�8"COMMON BRICK —= 3" PVC LONG SWEEP ELL Q Q IIIIII=IIIII REQUIRED NOTE: CONTRACTOR WILL FLUSH ALL DRIP SUPPORT IIIIII=(l11)1=IIIIII _ Q 117 VAC CONDUIT =III DIRECT BURIAL CONTROL WIRE TO CONTROL O U STABALIZER BRICKS-4 REQUIRED LINES PRIOR TO TURN OVER TO MAINTENANCE VALVES Q Z PVC SCH 80 NIPPLE AND PVC SCH U) FLOW SENSING WIRE 117 VOLT, 60 CYCLE POWER WIRES IN W 36" MIN. LENGTH#4 REBAR STABILIZER. ATTACH W/TWO 40 ELL CONDUIT CONDUIT 0 STAINLESS STEEL STRAPS 1"SCH.40 PVC CONDUIT FOR SENSOR WIRES > COMPACTED SUB-GRADE V z I W Q DRIP MANUAL FLUSH Lij J i QUICK COUPLER DRIP CONTROL ZONE KIT CONTROLLER = � VALVE (BURIED) - � 0 i NOTES: Sra. ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER PAVEMENT FOR WIRE SIZES NO. 14, 12 AND 10 FOR WIRE SIZES LARGER THAN NO. 10 434 VEHICULAR AND PEDESTRIAN PAVING. (2)WARNING TAPE LINES: STEP 1 STRIP WIRES APPROX.5/8" FROM CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE 1 -ON TOP OF SLEEVE OR MAINLINE SLIP BASE SOCKET OVER END ENDS a" CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. OF WIRES. '°-a o6 (2)WARNING TAPE LINES 1 - 12 ABOVE SLEEVE 1 -ON TOP OF SLEEVE ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE FINISH GRADEzii�g �Q- •1 - 12"ABOVE SLEEVE 6" STRIP WIRES APPROXIMATELY 5/8" 9�� CA`� `� VEHICULAR OR PEDESTRIAN LINE TYPE LOCATION SIZE DEPTH UNDER PEDESTRIAN PAVING LATERAL LINE FROM ENDS TWIST ENDS TOGETHER. •PAVING-SEE PLAN IN LANDSCAPE <2" 24" PRESSURE < 2-1/2" 24" t...r,. IIIIE — = 2" LAYER OF CLEAN BACKFILL STEP 2 TWIST CONNECTOR UNTIL WIRE LATERAL LINE SEE LEGEND =>2" 24" MAINLINE >=2-1/2" 24" IIII APPLY SEALER TO OUTSIDE OF ENDS REACH BOTTOM • FOR TYPE PRESSURE III= SEALING PLUG. FILL CAVITY WITH SHEET CONTENTS _ 90% MIN. BACKFILL RELATIVE MAINLINE UNDER VEHICULAR <2" 30° IIIIII cGei GR IRRIGATION PRESSURE MAINLINE III III W IIIII— •COMPACTION PAVING =>2" 30° -IIIII PUT CRIMP SLEEVE OVER WIRE ENDS. W IIIIII—� m — 6" MIN. COVER AND 2"BASE UNDER PEDESTRIAN <2-1/2" 24" UNDER VEHICULAR PAVING IIII CONTROL WIRE BUNDLE CRIMP SLEEVE AND CUT OFF EXCESS DETAILS „ IIIIII AFTER MIXING CONTENTS OF m — — �OF SAND BACKFILL _ PAVING =>2-1/2" 24 LATERALS 30 Q cWn 12" MAINLINE-SEE LEGEND FOR N IIIIII IIII IIII 2" LAYER OF CLEAN BACKFILL WIRE. STEP 3 SEALING PACK IN ACCORDANCE = < _ 9 —IIIIII WITH INSTRUCTIONS, CUT 1/2" TYPE. MAINLINE TO BE IN LANDSCAPE 21/2 " NOTES: PULL BASE SOCKET OVER WIRE END " OFF END OF PACK AND INSERT SLEEVED 2X DIAMETER OF LATERAL LINE =>2-1/2 9 IIIIII 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. AS FAR AS POSSIBLE CONNECTOR TO OPPOSITE END. MAINLINE UNDER VEHICULAR <2-1/2 30"" =IIII = 2. BUNDLE AND TAPE WIRING AT 10 INTERVALS. PAVING =>2-1/2 _ _ — 3. TIE A LOOSE 20 LOOP IN WIRING AT CHANGE IN CONTROL WIRE BUNDLE IN A " N IIII II=IIIIII=IIIIII= IIIIII DIRECTION GREATER THAN 30%. UN-TIE ALL LOOPS AFTER PUSH SEALING PLUG INTO SLEEVE-SEE PLAN FOR UNDER PEDESTRIAN <2-1/2 12 IIIIII1" = IIIII= ALL CONNECTIONS HAVE BEEN MADE. SOCKET BASE j SLEEVE TYPE AND SIZE PAVING =>2-1/2" 12" = IIIII I = 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND STEP 4 COMPACTION REQUIREMENTS. PUSH WIRES TO END OF BASE WRAP OPEN END OF SEALING PACK Revisions: SOCKET TO ASSURE COMPLETE WITH TAPE AND LEAVE IN RAISED No. Revision Description: SEALING OF CONNECTION POSITION UNTIL RESIN JELLS. I �- (APPROXIMATELY 8 MIN.AT 72°F.) RAINBIRD PEN-TITE WIRE CONNECTOR PIPES UNDER PAVING TRENCHING OR APPROVED EQUAL WIRE CONNECTORS WHEN MORE THAN ONE GROUP IIII — OF SLEEVES EXISTS, LOCATE AT =IIIII I _ SAME LEVEL SIDE BY SIDE. NO — _ SLEEVE SHALL BE LAYED ON Date: 12—0 4—0 6 I III I � IIIIII TOP OF ONE ANOTHER. These plans have been reviewed*by the Coachella Valley Water District in accordance with I- m Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn B Y: D T efficient landscape and irrigation design in cooperation with local governing agency(City or County). Checked: S H c�I (IIIII- I I "Approval of this drawing by CVWD Staff does not constitute approval to encroach into # IIII I I I ®I ® IIIII= district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Job 03-1199 J may not be planted or installed in CVWD and USBR easements or right-of-way without first IIIIII obtaining an encroachment permit from CVWD. Plot Date: 05-03-07 � Plan Set: A m MULTIPLE PIPES UNDER PAVING Date Water Management Supervisor L - 2004 �- Z W Development Services Supervisor SHEET 10 OF 17 C3 Q land (aroc"+ west 0 o°� o� 3901 westerly pl. suite 111 ° 0 0 jo °o ,ti —aRAINBIRD 1400 SERIES BUBBLER LICNo a340h ca oa tel: (949)224-0040 8 00 -40 (SEE LEGEND FOR TYPE) fax:")224-0044 dD 0, p o° o° o° �° 0° o oB • V o . o ao 0 °°q 00 °a• °p•° a�oo ° °Q a o� 5• ° TREE LOCATIOK-REFER N 1' CONSULTANT TO PLANTING PLAN MIN. NOTE: ALL BUBBLERS TO BE SET i V CLEAR FROM ALL HARDSCAPE RAINBIRD 1400 SERIES BUBBLER SURFACES. (SEE LEGEND FOR TYPE) I _ FINISH GRADE SCH. 80 PVC RISER RAINBIRD ACV-050 CHECK VALVE SCH.40 PVC ELL s MARLEX STREET ELL, TYP. SCH. 80 PVC NIPPLE FINAL GRADE 2" SEE TREE BUBBLER ON PVC LATERAL LINE SIZE AS _ RISER DETAIL(THIS SHEET) NOTED ON PLAN —(-I 9" ROOTBALL II= =III I I I ( MARLEX STREET ELL SCH.40 PVC SxSxT TEE OR SHRUB LEGEND _ _ = ELBOW SYMBOL NAME SIZE QTY. EMITTER WATER USE AGAVE= I I=I—III—III Ll COWSHORN BOVICORNU AGAVETA 5 GAL 2 PC 05 L III—III —I I I— AGAVE PARRYI VARIEGATA 5 GAL 2 PC 05 L E: SEE TREE LEGEND HIS SHEET) FOR BUBBLER TYPE AND QUANTITY. ® PARRYS AGAVE U) NOT (T � REFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. O AGAVE VILMORINIANA 5 GAL 2 05 L PC O z OCTOPUS AGAVE BOUGAINVILLEA TREE BUBBLERS TREE BUBBLER ON RISER ROSENKA 1 GAL 2 PC 07 M Q,. („' T � BOUGAINVILLEA 1 GAL 2 PC 07 M CV T BARBARA KARSTF� CAESALPINIA PULCHERRIMA 5 GAL 2 PC 05 M �' Z Ljo RED BIRD OF PARADISE WQ O DASYLIRION WHEELERI 5 GAL 2 PC 07 L W U) � � z Z DESERT SPOON O W TECOMA X 'SUNRISE' Q Er LJ SUNRISE 5 GAL 2 PC OS L/M O O ' W MIN 8 HT � = W LL. FOUQUIERIA SPLENDENS ALL CANES L W J OCOTILLO CANES 2 PC 05 n U O Q HESPERALOE PARVIFOLIA L D Z z ErJ U 0 RED YUCCA 5 GAL 2 PC 05 O n ••� W r w O+ LEUCOPHYLUM FRUTESCENS 5 GAL 3 PC 05 L/M T� > TEXAS RANGER 'GREEN CLOUD' T. O LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 3 P 05 # W W " "BOX 24"BOX RIO BRAVO SAGE 5 GAL C L/M W 48 BOX 36 Q W 0 0 WEDELIA TRILOBATA 1 GAL 2 PC 05 M V > W WETTED PATTERN WEDILIA o _ ROOTBALL ECHINOCACTUS GRUSONII 2 W W BUBBLER PLACEMENT ® GOLDEN BARREL CACTUS 5 GAL PC 05 L Q T 0 TRUNK -J DALEA CAPITATA® 2 PC 05 L +5 GAL SIERRA GOLD Q Q U) Q I— O v J z GROUNDCOVER LEGEND (I) W TREE BUBBLER SPACING 0 SYMBOL NAME SIZE QTY. EMITTER WATER USE LANTANA MONTEVIDENSIS z 'NEW GOLD' 1 GAL 1 PC 07 M LANTANA MONTEVIDENSIS 1 GAL 1 PC 07 M W PURPLE TRAILING LANTANA s-- � VINE LEGEND 0.9 00 6 ° SYMBOL NAME SIZE QTY. EMITTER WATER USE ° MACFADYENA UNGUIS-CATI 15 GAL 1 PC 05 L °°� CAT'S CLAW � o° 0�0,C1, d''� °8 SHRUB LOCATION-REFER TO PLANTING PLAN 0 . t� •° 0 0 06A ao Oo b. o� 0 RAINBIRD PRESSURE COMPENSATING EMITTER WITH eipnit_ 10-32 THREADED INLET.SEE CHART FOR TYPE. -�� FINISH GRADE 2" g�w� off' -III I ( I _. 1:4—" RAINBIRD POLYFLEX RISER PFR/FRA " 9 ROOTBALL L. _ CUT TO LENGTH AS REQUIRED SCHEDULE 40 TEE SXSX1/27 l— = III— PVC LATERAL LINE-SEE PLAN FOR SHEET CONTENTS, SIZING - 11 I=1 IRRIGATION DETAILS NOTE: SEE SHRUB LEGEND (THIS SHEET) FOR EMITTER TYPE AND QUANTITY. REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. EMITTER ON POLYFLEX RISER Revisions: No. Revision Description: 5 GAL 1 GAL o� is LL U, WETTED PATTERN Date.. 12—0 4—0 6 C These plans have been reviewed*by the Coachella Valley Water District in accordance with ROOTBALL Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn B Y e D T 1%% EMITTER PLACEMENT efficient landscape and irrigation design in cooperation with local goveming agency(City or County) Checked: S H 0 1. IF SHRUB RECIEVES ONE EMITTER, PLACE ON UPHILL SIDE OF ROOT BALL. *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Trees plants,walls and permanent structures of an kind Job � 03-1199 _ 2. PLACE EMITTERS OUTSIDE OF ROOTBALL. district and USBR Rights-of-Way. , p pe Y d may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date. 0 5—0 3—0 7 I•- obtaining an encroachment permit from CVWD. F- Plan Set. A SHRUB/CACTI EMITTER SPACING Date U Water Management Supervisor — 2n05 > C 99 IiDevelopment Services Supervisor SHEET 11 OF 17 Li a i SECTION 02810-IRRIGATION SYSTEM 7. FLOW SENSOR INTERCONNECT EXECUTION 1. GENERAL a. The flow sensor wire shall be(2)conductor(1 wire copper, 1 wire tinned)direct burial shielded cable.All cable shall be certified by Rainmaster EAGLE Irrigation Controller a. Permits:Contractor shall obtain and pay for all permits required for irrigation Installation. Irrigation Systems. 1. INSPECTION SCHEDULE Specifications 2. AS BUILT DRAWINGS b. Flow sensor wire may be extended to a maximum distance of 5,000 feet from the location of the assembly to which it is connected.Wire shall be 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 (are + W e S t installed in a 1 PVC Schedule 40 pipe at 24 min.depth. observations. 1.0 BASIC RME SERIES FEATURES a. Record accurately on one se drawings),a n work cons departures e or t of black end white prints(Irrigation dill charges In constituting dt from the contract drawings. All conductors shall be the same and shall be of the sizes shown on the drawings as required for proper operation of the systems. 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 controllable irrigation programs,with fare(5)selectable start 1� :_, Include changes In both pressure and norrpressum lines. g I 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 Type: Rainmaster EV-CAB-SEN inspection will commerce without as-built drawing approval. times,for a total of 20 possible Irrigation cycles per day. Runtime(s)for each station can be set from 1 minute to 9 hire 59 minutes per station,in professional manner. When the drawings are approved,the Contractor shall perform all final as-bunt drawings. 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 c. Dimension from two pemianent points of reference(monuments,sidewalks,curbs,pavement). Record information on as-built drawings day-today as the work 8. WIRE SPLICES 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 to 30 days between watering cycles. 3901 westerly pl. suite 111 Is Installed. All dimensions noted on the drawings shall be 1/4 Inch In size. a. Conductors shall be installed with no underground splices,unless absolutely necessary and unavoidable.Any and all underground splices that 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 cheddsyringe cycle to sequentially run newport beach,ca 92660 d. Show dimensional locations and depths of the following: are required to be made,must be approved by the Architect,and shall he placed In a suitable type valve box for easy access. each station for a user selectable time,with a range from one minute up to nine minutes. •Manually adivated program cycle to eucec its a program LIC.No.4340 e. Maintain as-built drawings on site at all times b. Wire splices on the two conductor cable communication wires shall be made with Hydroscape EV-CAB-SPLICE kits 2. WATER SUPPLY Independently of Its programmed start time and water days. •Manually activated station cycle to operate a single station for a selectable period of time tel:(949)224-0040 Point of connection(P.O.C.) a. Utilize existing water meter and backflow prevention unit Installed by C.V.W.D. from 1 minute to 9 hours 59 minutes. •Programmable Master Valve to utilize and control a Master Valve on a per program basis. •Configurable Master fax:(949)224-0044 Backflow prevention assembly Valve Type to salad either a Normally Open Master Valve or a Normally Closed Master Valve. •Programmable pump independent of the master valve 9. LOW VOLTAGE CONTROL WIRING b. Connections b the existing water meter shall be at the meter location shown on the drawings. Minor changes caused by actual site conditions Programmable stacking non-stacking Aeration of the programs.In the event that programmed start times either within a Basket strainer on a per program basis. rammable stacks or ran-stac ki o a. Connections between the controller and remote control valves shall be made with direct burial OF type wire,installed in accordance with valve shall be made without additional cost to Owner. programs p programmed to sequentially execute one program aitser the other Master valve program or between rams should overly ,or coincide,the controller can either be Eyow sestina manufacturer's wire chart and specificetions. c. Any R.P.backflow prevention unit shall be tested by a certified backflow prevention technician and its operation certified in writing. Landscape program has ompleted(Stack Mods}or to elnuuft neoWy execute all pmgmms as their programmed start times occur(No Stack Mode). I Routing of irrigation pressure mainlines b. Wire shall be soft drawn bare copper meeting the requirements of ASTM specification B-3 or B-8 Contractor is to arrange and pay for all testing and certification fees. The original written certification of the baddlow 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 CONSULTANT Shut-off valves 100C+60°C. submitted to the Irrigation Consultant capability allows slow-dosing valves to completely shut off,before the next valve turns on. � I Irrigation control valves c. Wire shield shall be Polyvinyl chloride,600C rated conforming to UL Standards 493 and 83. Automatic controller,and electrical conduits d. Shield shall be surface marked with Paige-Electric,voltage rating,size and type,and UL file number 3. LAYOUT 1.2 Water Conservation Features The controller shall have: •Flow sensing and control(refer to section 2.0) •Evapotranspiration(ET)based scheduling Central control hardware,communication conduit with pull boxes e. All cables shall be tested physically and electrical) in accordance with UL Standard 493,and 83 a. La out irrigation heads and make an minor adjustments required due to differences between site and the drawings. An 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 P Y Y Y Y 9 Y J q g y percentage shall allow adjustment from 0 to 300%in 1%increments. -Programmable rain shut off in order to delay the start of irrigation after a rain Sleeves and pull boxes (paragrahs 28.1,29.1 and 29.2).All reels and cartons shall bear UL labels layout shall be within the intent of the original drawings and approved by the Irrigation Consultant and the City of Palm Desert. 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 f. Wiring shall be installed adjacent to the mainline whenever possible and shall never be installed above or below the pipe. b. Lay out all irrigation equipment using an approved staking method,and maintain the staking of approved layout. pe ( g Watering)provides a means of quickly fuming off all irrigation 3. CONTROLLER CHARTS return to the automatic mode of operation. -Manual Rain Switch Automatic Watering-No Waters g. Where more than one wire is placed in a trench,the wiring shall be taped together using black electrical tape at intervals of 10 fleet. c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to equipment installation. n9 position the display shall show"RAIN OFF"a. As-built drawings shall be provided by the Contractor prior to the preparation of the Controller Charts. As-builts shall be drawn on 3 mil sepia mylar of same programs without disturbing the stoned program(s).When the switch is placed in the No Waters Type: Paige 7001-D d. Before starting work on irrigation system,determine that work may proceed without disruption of activities of other trades. Connectivity y n9: g performed per program basis. size as construction documents. Connectiv' for an one of the follows rain,moisture,or freeze sensor device.The enabling of this device can be rformed on a r b. The Contractor shall provide two 11 x 17 controller charts for each controller supplied,showing the area covered b the automatic controller. h. All splices shall be made using sealed waterproof connectors. 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-irri ation P PP 9 Y P P Y 9 programs to c. The chart shall be a reproduction of the as-built system drawing. If the controller sequence is not legible when the drawing is reduced,enlarge it to a size that Type: Paige DBY series,Snap-Tite,or approved equal. 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 will be readable when reduced. I. An expansion curl shall be provided at all directional changes. Expansion curls shall be sufficient length at each splice connection at each electric 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 or conventional programming d. Charts shall be blackline print or computer plot with a different transparent color used to show area of coverage for each station. control valve,so that in case of repair,the valve bonnet may be brought to the surface without disconnecting the control wires. g. 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. •Programmable cycle runtime,Max Cycle Time,and Soak time on a per station basis. -Automatic minimization of the water e. When completed and approved,hermetically seal the chart between two pieces of plastic,each piece being a minimum of 10 mils thick. 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 Palm Desert to insure 100%irrigation coverage in all areas. window by intelligently scheduling station starts when other stations are satisfying their SOAK TIMES. •Controller supports Quick Station programming (2)foot expansion loop shall be located every 100 feet on continuous wire runs. h. In the event that there are changes to the original irrigation drawings a letter will need to be submitted to the Irrigation Consultant and the City of 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 4. OPERATION AND MANUALS 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 Palm Desert controller.The cycle and soak feature intelligently displays the total runtime of the program,the controller considers all soak delays,optimized program a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity,properly prepared in two individually bound copies. Describe features,water budget percentage and inter-station delays. •Optimized water savings.Re-calculated station run times are executed to the nearest wire be less than#14 AWG. the material installed in sufficient detail to permit qualified maintenance personnel to understand,operate and maintain the equipment. Each manual shall include second. the following: I. All leads wires to be#14 AWG 4. ASSEMBLIES m. All common wire shall be#14 AWG. 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 duri programming and 11111110 Index sheet stating contractor's address and telephone number. y y y n9 prog n9 n. Use continuous wire between controller and remote control valves. Under no circumstances shall splices exist without or approval. An Whenever possible, place all irrigation gate valves,remote control valves,quick couplers,pull boxes,etc.in the shrub planting areas. Irrigation Duration of guarantee period with guarantee forms. Pn PP Y n9 9 review. •Multiple displays provide a simple way of programming and information review. •During program execution the controller shall display the splices allowed shall be installed in a labeled pull box. elm in h r n plans r r p p elements drawn ardscape areas o the p a s are for graphic clarity only and Intended to be placed In shrub planting areas. executing program number,the flow in GPM,and the stator runtime countdown in hours,minutes and seconds. •Programmable Controller Security 5. SPARE PARTS AND EQUIPMENT o. All control wires shall be uniform in color. When more than one controller is installed use a different color wire for each controller. 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 controller's programs.This feature is enabled by entering a security access 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 p. All common wires and only common wires shall be white in color. When more than one controller is installed use white colored wire with a c. Install all assemblies specified herein according to the respective detail drawings or specifications,using the best standard practices with prior code from 1 to 4 digits in length. F equipment shall include the following per water meter. different color stripe for each controller. Color of the stripe shall match the color of the control wire. approval. V d. Assemble brass pipe/fittings and plastic pipe/threaded fittings,using Teflon tape applied to the male threads only. •Review key to display all program parameters on a per program basis.Successive invocation of the key shall display program parameters one by one. 6. GUARANTEE 10. VALVE BOXES Depression and subsequent hold of this key shall allow rapid review of program parameters. co 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 Builder or a. Round valve boxes shall be 10 inch diameter x 10 inch high constructed of rigid polyolefin,chemically inert plastic,with 6 inch CL.160 PVC. 5. LINE CLEARANCE Z Developer contracted with the Landscape Contractor for a period of one(1)year from date of acceptance by tie 1.4 Diagnostic and Fault Detection The controller shall have: •Programmable audible alarm.When enabled this alarm will"chirp"once every six e Irrigation Consultant. O extension sleeves where required. Valve boxes shall have locking plastic covers. a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. a b. The guarantee form shall be written onto the Contractor's letterhead and contain the following information. (Shown as an example only) 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 b. Valve boxes and covers shall be an in color. Heat brand box lid with the appropriate identification letters. 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 Guarantee for Irrigation System Type: Round: Carson 910 field wire fault occurs.Additionally an audible alarm will"chirp"(if enabled,once every six seconds)until it is reset The controller will automatically 0. 01 Project Name Type: Rectangular. Carson 1419 6. TRENCHING advance the fault station to the next programmed station. •Built-in self-test allows you to test various internal circuitry utilizing built-in test capability. - 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 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-volatile memory to retain the program(s)and controller information during power outages or seasonal shut downs.This information is maintained LO 0. We hereby guarantee that the irrigation system we have furnished and installed for PrWd Name,Tract Number Lot Number is free from defects in drawings. expansion and contraction. Trenching excavation shall follow layout indicated and as noted. Where lines occur under paved area,these indefinitely. •A"real time"dock with nonvolatile backup to maintain the actual date and time during power outages without the need of batteries.This � ?�materials and workmanship,and the work has been completed in accordance with the drawings and specifications,ordinary wear and tear and unusual abuse,or d. Heat branding shall be accomplished using branding irons specifically designed for this purpose. Heat branding shall not weaken or in any way dimensions shall be considered below sub-grade. eliminates the need to reprogram the clock every time there is a power outage. •Advanced circuitry to automatically monitor internal voltages and reset neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one(1)year from date of puncture the valve box cover. b. Provide the following minimum covers: on-board microprocessor circuitry during power"brown-out"or error conditions. •Automatic electronic fuse which resets intelligently based upon need. v F- acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Developer. We shall e. Valve box covers shall be tan in color. i. Pressure mainlines(Common area)24 incimes (No user fuses or circuit breakers to reset or fail.) -Intelligent resumption of program execution after power outages to ensure that program starts are Z W �- make such repairs or replacements within a reasonable time,as determined by the Developer,after receipt of written notice. In the event of our failure to make not lost.The controller intelligently schedules imgation after any outage while preserving the original water window. •Automatic detection of mainline U) � � Z pa p► receipt Developer, p repairs or Type: Rectangular:Carson ii. Non-pressure lines(Common area)12 inches water breaks.U � Q such repairs or►e replacements within a reasonable time after of such written notice from the Develo r,we authorize them to proceed b have said Round: Carson iii. Control wiring(Common areas)24 inches pen detection the controller shall:shutdown all active irrigation,energize a normally open master valve(if selected),condemn any futureU) 0 U) a replacements made at our expense and we will pay for the costs and charges therefore upon demand start times,trigger audible and visual alarm indicators. -Automatic detection of unscheduled water flow.Upon detection the controller shall:activate the W W Z f. Round valve boxes shall be used for shut off valves,quick coupler valves. normally open master valve(if selected),condemn any future start times,trigger audible and visual alarm indicators. •Automatic detection of upperITProject Name: Name Owner. Developer's Name Here Type: Round: Carson 910 7. BACKFILLING stations flow limit Upon detection the controller shall:turn off the fault station,advance the program to the next station,condemn the station from any g. Rectangular valve boxes shall be used for remote control valves,master control valves,drip control valves,drip pressure regulator/Wye filter 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. � W 0 O Landscape A►d tec- Name assemblies,flow sensors,and pull boxes. b. Compact backfill to dry density equal to 95%compaction,conforming to adjacent grades without dips,sunken areas,humps,or other = W Type: Rectangular. Carson 1419 irregularities. 2.0 FLOW CAPABILIITES ■ . ■ Q Tract Number(s) Lot Numbers) 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. The controller shall have: •Programmable flow to enable or disable the flow sensor features. •Programmable flow sensor pipe sizes for standard Rain n 0 O I d. If settlement occurs and subsequent adjustments in pipe,valves,irrigation heads,turf or other plantings,or other construction are necessary,the 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. W Q Signed. Title: Date of Signature: 11. CHECK VALVES contractor shall make all required adjustments without cost to the Owner. 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 to z z U I sprinkler system due to changes in elevation. 8. FLUSHING THE SYSTEM n < I a. Provide check valves and/or anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of irrigation water from the sensor. • Programmable mainline flow limit from 1-999 GPM defines the maximum allowable flow during scheduled irrigation. •Automatic O �-:< W Address: detection of main line water breaks.Upon detection the controller shall:shutdown all active irrigation,energize a normally open master valve(f selected),condemn any future start times,trigger audible and visual alarm indicators. -Programmable unscheduled flow limit from 0-999 GPM defines Tele hone: b. Anti-drain valves shall be of heavy duty virgin PVC construction with FxM NPT. Internal parts shall be stainless stu±el and neoprene. Ant-drain a. After all irrigation pipe lines and risers are in place and connected,and prior to installation of irrigation heads,the control valves shall be opened the maximum amount of flow which will be tolerated duri unscheduled irrigation Im T > p ngperiods. •Automatic detection of unscheduled water flaw.Upon valve shall be field adjustable against drawout from 5 to 32 feet of head. and a full head of water used to flush out the system. detection the controller shall:energize the normally open master valve(if selected),condemn any future start times,trigger audible and visual alarm W Date of Signature: Types: Rainbird ACV-050 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 0. �- W U W and 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,trigger audible and visual W Q v alarm indicators. •Programmable flow check delay between one and six minutes(one minute increments).This delay allows stations to stabilize each W PRODUCTS 12. MISCELLANEOUS EQUIPMENT 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: time a station is turned on/off before limit checks are applied. -Automatic monitoring and display of measured station flow in Gallons-Per-Minute(GPM) V > from 0 to 999 GPM. •Controller utilizes autoratic LEARN mode for setts individual station flow limits for the entire controller.A lobal a. Hose Bibs:Not from a. Trenches located under areas where paving,asphaltic concrete or concrete will be installed shall be backfilled with sand and compacted in n9 9 percentage W . W 0 1. GENERAL PIPING adjustment from 5%to 80%is used to automatically factor upper flaw limits for all stations once the nominal values have been measured. •Single III b. Thrust Blocks: Not Applicable layers to 95%compaction,using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the a. Domestic water pipe(Pressurized mainline and laterals)shall be extruded of an improved P.V.C.virgin pipe compound featuring high impact strength. c. Gravel:All ravel used in valve boxes shall be washed crushed ravel of approximately 3/4 inch size. No a ravel shall be used. existing adjacent undisturbed soil and shall be left in flush with the adjoining rode. The irri lion contractor shall set in lace cap and re station flow limits can be setup based upon the measured nominal flow or a manually entered value(0-500 GPM). •Intellgent upper�imlt processing for 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.I.hydrostatic design g g PPro Y Peg g j 1 g g P P P� concurrent station operation. -A water usage meter indicates total water used by the controller.The water usage meter can be reset at any time. V I � stress rating. Pipe shall be white in color. 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 test all piping under paving prior to paving work. J b. Pi materials shall l b used as fellows: minimum of 8 feet on center and as indicated on the irrigation drawings. b. Piping under existing pavement may be installed by jacking,boring,or hydraulic driving. However,no hydraulic driving will be permitted under Q Pipe 3.0 EVAPOTRANSPIRATION(ET)FEATURES OF THE RME EAGLE /n fr � Q � 1. Pressure mainline from point of connection(P.O.C.)through backflow prevention unit or basket strainer to master valve: Brass. e. Stabilizing Rods:All assemblies requiring stabilization shall be equipped with#4 x 30 inch rebar stabilizer rods. Quantity of stabilizing rods shall asphalt paving. �/J be as indicated on the detail drawl c. Provide a minimum cover of 18 inches between the to of the i and the bottom non-pressure piping laterals installed under asphaltic 2. Mainlines(pressurized)1-1/2 inch and smaller downstream of backflow unit: Schedule 40 solvent-weld PVC.unless otherwise noted. �• P pipe P Pip n9(laterals) P 3.1 ET Operations The controller shall have: •Ability in enable or disable ET processing on a per program basis. •The still to use an one of four O 9 ro9 ability Y 3. Mainlines(pressurized)2 inch through 3 inch downstream of backflow unit:Class 315 solvent-weld PVC.unless otherwise noted. f. Sprinkler Ties:Not Applicable concrete paving. different ET sources as the basis for its ET calculations: .J < Z //1 4. Lateral lines:Schedule 40 solvent-weld PVC.Y4"and above unless otherwise noted. g. Identification tags with numbers are required on all valves. 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 �/J Type: Christy Tags(yellow background with black lettering) each use. 2. Manually entered ET data _ F 0 W 2. PLASTIC PIPE FITTINGS 3. Rain Master ET measurement device or equivalent � 0 h. Sprinkler head Swing Joint Assemblies:Not Applicable 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 a. Solvent weld pipe,extruded of an improved PVC.virgin pipe compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the base or per local code. 4. Downloaded ET data from the Internet(requires optional hardware) > ()requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I.hydrostatic design stress rating. f. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement,and/or if existing pavement is city sidewalk,notify The ability to input and store Historical ET data on a monthly basis(12 months);the data is based on a daily average,at the geographic location of the Z b. All pipe and fittings shall bear the following markings:Manufacturer's name,nominal pipe size,schedule or class,pressure rating P.S.I.,NSF,and date of controller. •The ability to store an ET reference value.This value is used during the adjusted station rumtime ET calculations. • The ability to the City of Palm Desert. All necessary repairs and replacements shall be approved by the Irrigation Consultant and Owner at no additional cost to ■ . ■ extrusion. the Owner. automatically re••eo►npute the user entered station runtime,at the moment of irrigation,utilizing the current ET information.The station runtime is W c. Make solvent certmerlt joints for plastic pipe and fittings as prescribed by the manufacturer and shall below-vditile. evaluated and adjusted based on days since last irrigation.The controller automatically compensates for changes in weather patterns between irrigation d. All PVC.fittings shall be Schedule 40 PVC.and shall be injection molded of an approved PVC.fitting compound featuring high tensile strength,high chemical 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 (r .J resistance,and high impact strength. Fittings shall conform to ASTM D-1784,and meet the requirements of cell classification 12454B. Where threads are 10. CONTROLLER seven day period the controller will automatic revert to utilizing Historic,device,or Internet provided doily ET data. •Connectivity to an ET measuring ]z I required in plastic fittings,these shall be injection molded also. 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 dmm appears at the input The Type: Spears,Lasco,or approved equal. b. Controller shall be installed in the locations indicated on the irrigation 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 VDC to the device. -The ability to disMay the Q I e. All threaded nipples shall be standard weight Schedule 80,with molded threads. c. Contractor shall install separate conduits for control wiring,ground wire and electrical power wires as required. WET daily value including the source(historical,measured,manually entered,or Internet). •Ability to display the current adjusted runtime as a 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 to the percent of the base runtime for all ET enabled programs. I pressure mainline with a SLIP coupling. I g. Use 3/4 inch size Teflon tape on all threaded ends. 11. IRRIGATION HEADS 4.0 AVAILABLE RME EAGLE OPTIONS a. Install irrigation heads as indicated on the irrigation drawings. The controller shall have: • Ability to conned to a Rain Master communications card(iCentral)to provide connectivity to the Intemet. •Ability to b. Spacing o s s exceed case s g exceed maximum recommended f heads not ed the maximum indicated. In no hall the spacing the by the interface to a Rain Master Weather Station for direct ET measurements. • Ability to conned to a Rain Master Flow sensor or other flow sensor evice. I 3. BRASS PIPE FITTINGS Built-in remote control capability for oompatibility with all Rain Master remote control systems. •Connectivity for anyone of the following:rain,freeze,or a. Brass i shall be 85%red brass,American National Standard Institute(ANSI),Schedule 40 screwed manufacturer. moisture sensor device.The enabling of this device can be pipe ( ) pipe. g performed on a per program basis.This feature allows nonirrigation programs to execute b. Fittings shall be medium brass,screwed,125 pound class. c. Heads a"curbs,walks,paving,etc.,shall be placed 1/2 inch above finish grade. independent of this device. •Availability in a variety of enclosure options including:standard cold rolled steel enclosure with power coat paint,extended I d. Final sprinkler head heights shall be as indicated on the irrigation detail drawings. All sprinkler heads installed adjacent to handscape features size cold rolled steel enclosure with station screw terminals,extended size stainless steel enclosure with station screw terminals. •All extended size t" shall be located min. 18 inches off the edge of the handscape feature for turf and shrubs. enclosures are available with optional heavy duty lighb-dng protection 4340 4. BALL VALVES e. All irrigation heads shall be set perpendicular to finish grades unless otherwise indicated on the plans. a. Ball valves 3 inch and smaller shall be of the brand,size and type indicated on the irrigation Mars. a• b. Refer to legend for type. to-S1- s 12. TREE IRRIGATION o. T 5. QUICK COUPLING VALVES Type: Watts FBV-3 full port brass ball valve a. The tree bubblers shall be nozzles constructed out of heavy duty plastic,configured for use with 1/2"male threads. Ddre `�'f b. Bubblers shall utilize check valve under nozzle to prevent low head drainage. a. Quick coupler valves shall be of the brand,size and type indicated on the irrigation plans. c. Bubblers are pressure compensating full circle pattern. �`0P CAI 0- 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 Type: Rain Bird 1400 series leakage,with female threads opening at base. 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. 13. ADJUSTING THE SYSTEM d. Quick couplers used with potable water shall have vinyl covers yellow in color. a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to eliminate over spray onto walks,roadways, SHEET CONTENTS: Type: Potable Water: Rainbird 33DRC buildings,walls and other structures. e. Quick coupler valve shall be operated only with quick coupler key,designed for that purpose. Quids coupler key is inserted into the valve and a positive, b. If it is determined that adjustments in the irrigation equipment do not provide adequate coverage,contact the Irrigation Consultant so that I R R I G A T I O N water-tight connection shall be made between coupler key and valve. adjustments can be made,prior to any planting. Type: to all quick ck co (key only) SPECIFICATIONS f. Locate all quids coupling valves within 12-18 inch of walks,curbs,header boards,or paved areas where applicable. Locate quick coupler valves inside shrub 14. COVERAGE TEST 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. 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 6. REMOTE CONTROL VALVES material is receiving complete and adequate water. I a. Remote control valves shall be of the brand,size and type indicated on the irrigation plans. b. Complete Irrigation application must be accepted by the Irrigation Consultant. Furnish all materials and perform all work required to correct any b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. 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 c. The valve shall be pressure rated up to 200 P.S.I. obviously inadequate or inappropriate,Without bringing this to the attention of the Irrigation Consultant. This test shall be accomplished before any d. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel saw. plant material is planted(excluding trees). I e. The body and bonnet shall be plastic and the valve shall have a stainless steel control/shutoff stem and manual operator. Type: Domestic Water. Rainbird PEB 15. TESTS Domestic Drip Assembly:Rainbird XCZ-100-B-COM a. All piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and approved watertight, prior to the paving operation. f. The valve shall provide for all internal parts to be removable from the top without disturbs the valve installation. Make hydrostatic tests only in the presence of the Irrigation Consultant and City of Palm Desert. No pipe shall be backfilled until it has been Install valves inp anon areas and according to the construction details. Only one valve r box will be allowed. Align valve boxes at right angles to adjacent inspected,tested,and approved in writing from the City of Palm Desert. Allow 48 hours lead time for pressure testing inspections. Revisions: 9• planting 9 Y per 9 n9 9 j h i necessary force pump and d all other test equipment handscape whenever possible. Where several valve boxes are located in the same area,arrange them in a uniform and orderly fashion. b. N o. Revision Description When grouped together,allow a minimum of 12 inches between valve boxes.Do not group more than two boxes together. c. Test all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. d. All testing shall be approved prior to the installation of remote control valves,quick couplers,or other valve assemblies. I 16. COMPLETION CLEANING: . a. Upon completion of the work, make ground surface-level,remove excess materials, rubbish,debris,etc.,and remove construction and installation equipment from the premises. I 17. LICENSE a. All work shall be performed by a C-27,California licensed landscape irrigation contractor. F_ END OF SECTION W E co E F P ���`` . � � � _ _ o S CITY 0 ALM DESERT LANDSCAPE INSPECTION Date: 2 04 06 m SCHEDULE FOR IRRIGATION RELATED INSPECTIONS, Drawn By: DT Checked: S H N a These plans have been reviewed*by the Coachella Valley Water District in accordance with J O b v: 0 3-119 9 J . Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 6M97 at seq.requiring efficient landscape and irrigation design in cooperation with local governing agency(City or Plot Date: 0 5-0 3-0 7 H County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Right"fI may not be planted or installed in CVWD and USBR easements or ht A 2 --Way. Trees,plants,walls and permanent structures of any kind Plan Set: A rig -0f-way without first fm obtaining an encroachment permit from CVWD. ca I co Date - Water Management Supervisor - 0 2mO6 > Z SHEET 12 Development Services Supervisor OF 17 W I - -- • land arc + west City of Palm Desert City of Palm Desert Water Calculation Chart Water Calculation Chart THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT Water Meter#02 Water Meter#J2 CONTROLLER'A'OFFICE 3901 westerly pl. suite 111 CONTROLLER'S'JOINT USE newport beach,ca 92660 LIC.No.4340 Maximum Water Allowance (MWA) Maximum Water Allowance rMWA) Turf Rooting Depth y" 8EAlIONAL PERIOD JAN F® MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Turf Roofing Depth 2" 1lFJUIONAL P9tI0D JAN FM MAR APR MAY JUN JUL AUG UP OCT NOV DEC tel:(949)224-0040 InputE4D! 0 hwut l� � SEASONAL DAILY ETo .19 .27 .40 .98 .25 .11 Shrub Rooting Depth 4" SEASONAL DAILY ETo .13 .27 .40 .30 .26 .11 fax:(949)224-0044 Shrub Rooting Depth 4" Square Footage Calculations Square Footage Calculations Depletion Factor 30% Depletion Factor 30% Tree d Shrub Square foot 23 445 Tree 3 Shrub Square foot 6.828 Turf Square toot 0 y Turf Square loot 0 8011 T (Textural) Sand Loam CYCLES PBI WEEK•TURF 6 17 25 24 16 7 8011 Type(TexWraq Sandy Loem CYCLES lRM WEEI(-TURF 4 S 6 6 Total Square foot Cobble/Boulder 0 Total Square foot Cobble/Boulder 0 Field Capacity 14% TURF CROP COEFFICIENT .69 .90 .92 .90 .75 .6S Field Gpaetry 14% TURF CROP COEFFICIBiT 63 .90 .92 .90 .7S 65 CONSULTANT Total Waterfeature Square footage 0 Total Waterfeature Square footage D Total Landscape Square foot 23,445 Total Landscape Square foot 6,828 Permanent Wilt Point 6% Permanent c G Point 6% Zone No. Etc Water Ad'. Total Conversion Factors Total Zone No. Etc Water Adj. Total Conversion Factors TotalApparent Specific Gravity 1.50 CYCLES PER WEEK-SHRUB 3 4 5 5 4 3 Apparent Specific Gravity 1.50 CYCLES PER WEEK•SHRUBS 3 4 5 5 4 3 1 Factor Sq.ft. 0.62 746 .MWA Factor Sq.N. 0.62 48 MWA 1 57.01 0.5 0 0.62 748 0 1 57.01 0.5 0 0.62 748 D 2 66.82 0.5 0 0.62 748 0 2 66.62 0.5 0 0.62 748 0 RUN TINES RUN TIMES 2 75 0.5 0 0.62 748 O 2 75 0.5 0 0.62 748 0 MICRO ADJ PRECIP ROOT DEPTH IRRIG ADJ MICRO ADJ PRECIP R00T DEPTH IRRIG ADJ 3b 88 0.5 0 0.62 748 0 3b 88 0.5 0 0.62 748 0 SSA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC SSA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 4 9 88 0.5 23440 0.62 748 912.3t303540 4 93.91 88 0.5 6820 0.62 748 265.7169144 FACTOR (iNhr) (in) PCT FACTOR (INhr) (in) PCT 1 Drip Medium 0.50 RanbidPCSeries Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 1 Tree Wdum 0.50 Ranb'rd1401 South 90% 1.65 80% 4 113% 6 10 11 11 9 5 2 Tree Low 0.50 Rahbrd 1401 Ful Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 2 Drip Medium 0.50 Ranbird PC Series South 90% 1.78 90% 4 100% 5 8 9 9 8 4 3 Tree Medium 0.50 Ranbrd 1401 Fun Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 3 Tree Medium 0.50 Rahbrd 1401 Fast 75% 1.65 80% 4 94% 5 8 10 9 8 4 Estimated Water Use Estimated Water Use 4 Tree Medium 0.50 Rainbrd1401 Ful 100% 1.65 80% 4 125% 7 11 13 12 10 6 4 Drip Medium 0.50 RanbrdPCSenes Fast 75% 1.78 90% 4 83% 4 7 8 7 6 4 Total Number of plants aoa Total Number of plants 115 5 Drip Med'um 0.50 Ranbid PC Series North 60% 1.78 90% 4 67% 3 5 6 6 5 3 5 Drip Medium 0.50 Rah bid PC Series South 90% 1.65 90% 4 113% 5 8 9 9 8 4 p 6 Tree Medium 0.50 Ranbrd 1401 North 60% 1.65 80% 4 75% 4 6 B 7 6 3 6 Tree Medium 0.50 Ranbrd 1407 South 90% 1.65 80% 4 113% 6 10 11 11 9 5 7 D' Medium 0.50 Rahbrd d 1 Sores North 60% 1.65 80% 4 75% 3 5 6 6 5 3 7 Drip Meduum 0.50 Rahbird PC Series Fast 75% 1.78 90% 4 83% 4 7 8 7 6 4 Number of tents D water use %of Total Landscape Square Footage Number of tents b water use %of Total Landscape Utters Footage Drip 1 LOW 243 0.601 14101.819 1 Low 64 0.557 3799.930 8 Tree Medum 0.50 Rainbid 1401 Fun Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 8 Tree Medium 0.50 Ranbrd 1401 South 90% 1.65 80% 4 113% 6 10 11 11 9 2 Low/Mod 22 0.054 1276.708 2 Low/Mod 6 0.052 356.243 9 Drip Medium 0.50 Ranbrd PC Series Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 9 De Medium 0.50 Ranb d PC Sores South 75% 1.65 80% 4 94%00% 5 8 9 9 8 4 3 Mod 54 0.134 3133.738 3 Mod 29 0.252 1721.843 10 Tree Medium 0.50 Ranbrd 1401 East 75% 1.65 80% 4 94% 5 8 10 9 6 4 4 Mod/Hi 0 0,000 0.000 4 Mod/Hi 0 0.000 0.000 10 Tree Medium 0.50 Rahbi d Se Fun Sun 100% 1.78 80% 4 111% 7 9 13 12 8 6 5 High 0 0.000 0.000 5 High 0 0.000 0.000 11 Drip Meduum 0.50 Ranbrd PC Series Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 11 Drip Medium 0.50 Ranbid PC Series Fast 75% 1.78 90% 4 83% 4 7 8 7 6 4 6 Low Trees 30 0.074 1740.965 6 Low Trees 8 0.070 474.991 12 Tree Medium 0.50 Ranbrd 1401 Ful Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 12 7 Low/Mod Trees 52 0.129 3017.673 7 Low/Mod Trees 3 0.026 178.122 13 Drip Medium 0.50 Ranbrd PC Series Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 13 B Mod Trees 3 0.007 174.097 8 Mod Trees 5 0,043 296.870 14 9 Mod/Hi Tree 0 0.000 0.000 9 Mod/Hi Tree 0 0.000 0.000 14 100% 10 High Trees 0 0.000 0.000 10 High Trees 0 0.000 0.000 15 100% 1S 16 100% 16 Total 404 Total 115 6828 000 17 100% 17 23445.000 100% 18 18 SHRUBS SHRUBS Plant/rHgation System Type: Zone hr.Eff. Area Seasonal Plant Factor: PlatUkrlgstlon System Type: Zone Irr.Eff. Area Seasonal Plant Factor: SUPre/Bub/Dri 4 0.9 14102 1 Low Shrub /Bub/DrI 4 0.9 sow 1 Low Shrub i Season Zonal Eto Plan Area Comension Factors Estimated Sessan Zonal Eto Plana Area Com parson Factors .Estimated Inate- Value Factor Sq,ft. 0.62 748 Irti.Eff. Waterllse value Factor .ft. 0.62 748 1 kri.Eli. Water Use THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY spring 20.69 0.2 14101.82 0.62 748 0.9 53.74 Spnwno` 20.69 0.2 3799.93 0,62 746 . 0.9 14.48 Summer 57.29 0.2 14101.82 0.62 748 0.9 148.81 Summer 57.29 0.2 3799.93 0.62 748 0.9 40.10 Fag•W'vaer 15.97 0.2 14101.82 0.62 748 0.9 41. Fork-Wader 15.97 0.2 3799.93 0.62 748 0.9 ,1.18 TOTAL 244M TOTAL 65.76 CONTROLLER'B'JOMIT USE CONTROLLER'A'OFFICE PlanNrtigetlon System Type Zone Irr.Eff. Area Seasonal Plant Factor: Plan1uhrigatlon System Type: Zone Irr.Eff. Area Seasonal Want Factor: O /nobles 4 0.9 1276.708 2 LOw/A9od Shrub lBubA7N 4 0.9 356.243 2 LowlMod Shrub Turf Rooting Depth 4" seasonSpa Zonal Eto Plea Area C1276.ionFacto s Estimated season Zonal Etc Plan Area Conversion Factors Edm glad Turf Rootlrp Depth 4" SEASONAL PERIOD JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC SEASONAL PERIOD JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC value Factor, �.n: 0.62 746 art.Eff. water use value Facto n. os2 748 lm.Eff. water use Shrub Roofing Depth 7" SEASONAL DAILY ETo .13 27 AD .38 .26 .11 Shrub Rooting Depth 7" SEASONAL DAILY ETo .13 .27 .40 .36 .26 .11 spring 20.69 0.35 1276.708 o:s2 748 0.9 8.51 Spring 20.69 0.35 356.2435 0.62 746 0.9 2.38 Depletion Factor 30% Summer 57.29 0.35 1276.708 0.62 748 0.9 23.58 Summer, 57.29 0.35 366.2435 0.62 748 0.9 6.58 Depletion Factor 30% Fag-winter 15.97 0.35 1276.708 0.62 746 0.9 6.5 Fall-winter 15.97 0.35 356.2435 0.62 746 0.9 1.83 TOTAL 38.66 TOTAL 10.79 Soil Type(Textural) Sandy Loam CYCLES PER WEEK•TURF 4 9 13 12 8 4 Soil Type(Textural) Sandy Loam CYCLES PER W831•TURF 3 4 5 5 4 3 TURF CROP COEFFICIENT Field Capacity 14% TURF CROP COl�FlCIENT .63 .90 .92 .90 .75 .65 d 14% .83 .90 .92 .90 .75 .65 PlanUlrri Uon mT Zone Irr.Eff. Area Seasonal Plant Factor: PlanU affon T Zone Irr.Eff. Area Seasonal Plant Factor: Field Capacity y/Bub/ p 0.9 5133.798 3 rub Spray ublDrlp 4 0.9 1721.843 3 Mod Shrub permanent WIN Point 6% Permanent Wilt Point 6LO a- Zonal Etc Plant Area Comersron Factors Estimated season Zonal Etc Plana Area Carverston Factors Estimated. Value Factor Sq.n. 0.62 748 iri.En: water use >s value Factor eq.n. 0.62 748 vri.Eff. wmer use Apparent Specific Gravity 1.50 CYCLES Phi WEER•SHRUBS 3 4 5 5 1 2 Apparent Specific Gravity 1.50 CYCLES PER WEEK•SHRUB 3 4 5 5 4 2 spring 20.69 0.5 3133.738 0.62 748 0.9 29.86 spring 20.69 0.5 1721.843 os2 74e 0:9 16.40 z LLJ Summer 57.29 0.5 3133.738 os2 748 0.9 82.67 Summer 57.29 0.5 1721343 0.62 746 0.9 45.42 RUNTIMES /�/� waiter 15.97 0.5 3133.738 0.62 748 0.9 23.05 Fall-Winer 15.97 0.5 1721.843 0.62 748 0.9 12.66 RUNTIMES l a ) Fork STA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE MICRO ADJ PRECIP ��FFFIC R00T DEPTH IRRIG ADJ JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC � ` ♦ _ TOTAL 135.57 TOTAL 74.49 MCRO ADJ PRECIP ROOT DEPTH IRRIG ADJ STA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC FACTOR (INta) pre) PCT Plwtt/lrrl atbn env T Zone hr.Eff. Area Seasonal Plant Factors FACTOR pNhr) (in) PCT W U) # W Z tlon tem T Zone Irr.Eff. Area Seasonal Plant Factor: 9 System Type: 1 Tree Medium 0.50 Ranb rd 1401 South 90 a 1.65 80% 7 173% 6 10 11 11 9 8 O P1am/lrSigmage Sys Type: /Bub/DH 4 0.9 0.000 4 Mod/High Shrub [Bub/Drip4 0.9 0.000 4 ModM h Shrub 1 Drip Medium 0.50 Ranbrd PC Series Fut Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 Season Zonal Eto Plana Area Conversion Facers Estimated season 2orral.Eto PWa Area.., Ccrvarsion Faclws Estimated 2 Drip Medium 0.50 Ranbrd PC Series South 90% ,.78 90% 7 100% 5 8 9 9 8 6 Cc .. ate Value Factor sq.n. 0.62 746 ari.Eff. water use value Factor Sq.n. 0.62 748 In Eff. Water Use 2 Tree Ldiu 0.50 Aainbild 1401 Ful Sun t00% 1.65 80% 7 125% 7 11 13 12 /0 9 3 Tree Medium A0. Rafth:1inbild 1401 Ful Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 3 Tree Medum 0.50 Rahbrd 1401 East 75% 1.65 80% 7 94% 5 8 10 9 8 6 s 20.69 0.65 0 Os2 748 0.9 spring 20.69 0.65 0 0.62 748 0.9 4 Drip Medium 0.50 Ranbrd PC Series Fast 75% 1.78 90% 7 83% 4 7 8 7 6 5 O praq 4 Tree Medium 0.50 Ranbrd1401 Fu1Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 U.Summer 57.29 0.65 0 0.62 748 0.9 Summer 57.29 0.65 0 0.62 748 0.9 5 Dip Medium 0.50 Ranbrd PC Sores South 90% 1.78 90% 7 100% 5 8 9 9 8 6 W EaN-wirer t5.97 0.65 0 0.62 748 0.9 Fall-Winter 15.97 0.65 0 0.62 748 0.9 5 Drip Medium 0.50 RanbM PC Series North 60% 1.78 90% 7 67% 3 5 6 6 5 4 6 Tree Mad'um 0.50 Ranbrd 1401 South 90% 1.65 80% 7 113% 6 10 11 11 9 8 TOTAL 0.00 TOTAL 0•� 6 Tree Medium 0.50 Ranbrd 1401 North 60% 1.65 80% 7 75% 4 6 8 7 6 5 7 Drip Medium 0.50 Ranbrd PC Series East 75% 1.78 90% 7 83% 4 7 8 7 6 5 W Q 7 Drip Medium 0.50 Ranbrd PC Series North 60% 1.78 90% 7 67% 3 5 6 6 5 4 8 Tree Medum 0.50 Rainbrd 1401 South 90% 1.65 80% 7 113% 6 10 11 11 9 6 O PlantAMgatlon System Type: zone hr.Eff. Area Seasonal Plant Factor: PlanVirrlgation System Type: Zone M.Eff. Area Seasonal Plant Factor: 8 Tree Medium 0.50 Rnbird See Ful Sun 100% 1.78 90% 7 111% 7 9 13 12 8 9 0.9 0.000 S High Shrub /BublDrl 4 0.9 0.000 5 High Shrub 9 Drip Medium 0.50 Ranbrd PC Series Ful Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 9 Drip Medium 0.50 Ranbrd PC Series South 90% 1.78 90% 7 t00% 5 8 9 9 8 6 � Spray/Bub/Dri 4 10 Tree Medium 0.50 Ranbrd 1401 Fast 75% 1.65 BO% 7 94% 5 8 10 9 6 5 z z Season Zonal Etc Plate Area Estimated Season Zonal Etc Plan Area Estenated 10 Tree Medium 0.50 Ranbrd 1401 Ful 100% 1.65 80°/, 7 125% 7 11 13 12 a 9 J Value Factor eq.n. 0.62 748 ari.Eff. Water Use Value Factor aqa n. o.s2 748 In.Eff. Wateruse 11 Drip Medium 0.50 Ranbrd PC Series Ful Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 11 Drip Medium 0.50 Ranbird PC Sores fist 75% 1.78 90% 7 83% 4 7 8 7 6 5 ♦ , spin g 20.69 0.8 0 0.62 748 0.9 spring 20.69 0.8 0 0.62 748 0.9 12 O v Summer 57.29 0.8 0 os2 748 0.9 Summer 57:29 0.8 0 0.62 748 0.9 12 Tree Medium 0.50 Ranbid1401 Ful 100% 1.78 90% 7 111% 7 9 13 12 8 9 w W 13 Q Fan-wager 15.97 0.8 0 0.6z 74a 0.9 Fall-Winter 15.97 0.8 0 0.62 748 0.9 13 Drip Medium 0.50 RanbdPCSeres Fu1Sun 100% 7.78 90% 7 10% 6 9 10 10 8 7 14 TOTAL i4 100% 15 TOTAL 0.00 0.00 15 100% 16 TREES TREES 16 100% 17 W UJ PlonUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plantlkrlgation System Type: Zone [ff.Eff. Area Seas"I Plant Factor: 17 100% 18 /Bub/ 4 0.75 1740.965 6 Low Tree /Bub/Drl 4 0.75 474.991 6 Low Tree 18 100% W season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Etc Plan Area Conversion Factors Estimated W Value Factor sq.ft. 0.62 748 Mri.Eff. ' Water Use Value Factor' sq.n. 0.62 748 ari..Eff. Water Use sp ig > W 20.69 0.2 1740.965 0.62 748 0.75 7.96 Spring 20.69 0.2 474.9913 os2 748 0.75 2.17 summer57.29 0.2 1740:965 0.62 74a 0.75 22.05 Summer 57.29 0.2 474:9913 os2 746 0.75 6.01 LU Fall-Winer 15.97 0.2 1740.965 osz 748 0.75 6.15 Fall-wage 15.97 0.2 474.9913 o.6z 748 0.75 1.68 -- TOTAL 36.15 ,.TOTAL - U. Inate- 9.86 W PlantllrHgatlon System Type: Yore In.Eff. Area Seasonal Plant Factor: Plant/krigatlon System Type: Zone ter.Eff. Area Seasonal Plant Factor: Spray/Sub/Drip4 0.75 3017.673 7 Low/Mod Tree lBub/Dd 4 0.75 178.122 7 Low/Mod Tree Season Zonal Etc Plea Area Conversion Factors Estimated season Zonal Etc Playa Area Corrersion Factors Estimated LL Value Factor sq.ft. 0.62 748 i Siff. Water Use Value Factor sq.n. 0.62 748 .Inns.Eff. Water Use 7 24.15 spring 20.69 0.35 1 8.1217 0.62 748 0.75 1.43 Spring 20.69 0,35 3017.673 0.62 748 0.75 Summer 57.29 0.35 3017.673 o.s2 748 0.75 66.87 summer 57.29 0.35 178.1217 0.62 748 0.75 3.95 a Fate-wage 15.97 0.35 3017.673 o.62 74a 0.75 18.64 Fate-Winer 15.97 0.35 178.1217 0.62 748 0.75 1.10 TOTAL 109.66 TOTAL 6.47 r/ P1anUlrrl on T Zorn ter.Eff. Area Sessonal Plant Factor. PlanUlrrlgatlon System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Uj U) gall System Type: 174.097 8 Mod Tree Spray/Bub/Drip lBublDri 4 0.75 296.970 8 Mod Tree re/Bub/Drl 4 0.75 season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Etc Plant Area Conversion Factors Estimated t� Value Factor sq.n. 0.62 748 art.Eff. Water Use Value Factor sq.ft. 0.62 748 Imt.Eff. water use spring 20.69 0.5 174.0965 0.62 746 0.75 1.99 spring 20.69 0.5 296.8696 0.62 748 0.75 3.39 Summer 57.29 0.5 174.D965 o.s2 748 0.75 5.51 summer 57.29 0.5 296.8696 0,62 748 0.75 SIAO Fate-wager 15.97 0.5 174.0965 o.6z 74E 0.75 1.54 Fete-winter, 15.97 0.5 296:8896 0.62 748 0.75 2.82 TOTAL 9.04 TOTAL 15AI V Plant7lnigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: PlanUlrrlgatlon System Type: Zone M.Eff. Area Seasonal Plant Factor: Spray/SubMri 4 0.75 0.000 9 Mod/High Tree /Bub/Drl 4 0.75 0.000 9 Mod/H h Tree season Zonal Etc PWnt Area Conversion Factors Estimated Season Zonal Etc Plain Area Conversion Factors Estimated Uj Value Factor sq.ff. 0.62 748 trri.Eff. Water Liao Value Factor .It. 0.62 718 Ins.En. Water Use spring 20.69 0.65 0 0.62 748 0.75 Spring 20.69 0.65 0 0.62 748 0.75 Summer 67.29 0.65 0 0.62 748 0.75 Summer 57.29 0:65 0 0.62 748 0.75 Fen-Wage 15.97 0.65 0 osz 7ae 675 Feu-w re 15.97 0.65 0 0.62 748 0.75 TOTAL 0.00 TOTAL 0.00 �ifana PlanVIrriger! System Type: Zone Irr.Eff. Area Seasonal Plant Factor. PIaMAMgatbn System Type: Zane ter.Eff. Area Sassaul Plant Factor: Spray/Bub/Drl 4 0.75 0.000 10 High Tree /Bub/Dri 4 0.75 0.000 10 h Tree season Zonal Etc Plant Area 'Conversion Factors Estimated season' Zonal.Etc Plan Area Conversion Estimuded Value Factor sq.ft, 042 748 ari.Eff, Water Use Value Factor .n. 0.62 748 iri.Elf.. Water Use Spring 20.69 0.8 0 0.62' 748 0.75 ap rig 20.69 0.8 0 0.62 748 0.75 Somme 57.29 0.8 0 0.62 748 0.75 Summer 57.29 0.8 0 0.62 748 0.75 Fall-Winer 15.97 0.8 0 o.e2 748 0.75 Fan-Winer 15.97 0.8 0 osz 748 0.75 TOTAL 0.00 TOTAL 0.00 l Total Tree And Shrub 182.79 Total Tree And Shrub 573.13 Plantllrtlgatlon System Type: Zone tor.Eff. Area Seasonal Plant Factor: Plantlkrlgatlon System Type: ZoSpre ne Irr.Eff. Area Seasonal Plant Factor: /Bub/Dri 4 0.5 0 11 Turf /Bub/Dri 4 0.6 0 11 Turf DQ/�4►'q-ar7�� Season Zonal Etc Plant Area Conversion Factors Estimated season Zonal Etc Plan .Area comereionFactaa Estirud d i value Factor sq.n. 0.62 748 an.Eff. Water Use Value Factor sq.n. 0.62 748 In,Eff. Water Use spring 20.69 0.76 0 0.62 748 0.6 Spring 20.69 0.76 0 0.62 748 0.6 Summer57.29 0.6 0 0.62 748 0.6 summer 57.29 0.6 0 0.62 748 0.6 S 4340 Fan-Wiener 15.97 0.76 0 0.62 748 0.6 Fate-winter 15.97 0.76 0 os2 748 0.6 TOTAL 0.00 TOTAL 0 iTotal Turf 0.00 Total Turf 0.00 Plant/Irrlgatlon System Type: Zone tor.Eff. Area Seasonal Plant Factor: PlanUbrlgatlon System Type: Zone ter.Eff. Area Seasonal Plant Factor: �-�'Ob waterfeaturre 4 1 0 12 MovingWaterfeature 4 1 0 12 moving Season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Etc Plan Area Conversion Factors Estimated Value Factor sq:ft. 0.62 748 Inns.En. Water Use Value Factor at.n. 0.62 748 ari.En. Water Use Data ` Spring 20.69 1.2 0 0.82 748 , spring 20.69 1.2 0 0.62 748 1 .. , Summer 57.29 1.2 0 Os2 748 1 Summer 57.29 1.2 0 0.62 748 t Fag-wader 15.97 1.2 0 0.62 748 1 Fan-wager ,5.97 1.2 0 os2 748 , r � CALF TOTAL 0.00 TOTAL 0.00 Total Waterfeature 0.00 Total Waterfeature 0.00 Total Estimated Water Use 573.13 Total Estimated Water Use 182.79 ,,- SHEET CONTENTS € t IRRIGATION i SCHEDULES & IRRIGATION PRESSURE CALCULATION TABLE IR RIGATION PRESSURE CALCULATION TABLE CONTROLLE R V METER #0-2 PRESSURE i Water Meter No. J2 Size 1" Water Meter No. 02 Size 1° CALCULATIONS CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX Elevation of Meter 177.0' Elevation of Meter 178.0' TOP MOUNT ENCLOSURE. Static Pressure 95.0 psi Static Pressure 94.0 psi MODEL NUMBER: Source of Information Joseph Cicchini - RBF Consulting Source of Information Joseph Cicchini - RBF Consulting HS16-RMEIBEGS/HSRSE/EV-GROUND/HSFS-100 Phone Number 760-346-7481 Phone Number 760-346-7481 Date of Information 6/30/2000 Date of Information 6/30/2000 (BID ALTERNATE) MODEL NUMBER: Revisions: Basis for Calculation -Longest RunfflghestElevalon/HighestFlow Basis for Calculation Longest Run/Highest Elevationfflghest Row HS16-RME18EGI/HSRSE/EV-GROUND/HSFS-100('EGI'INCLUDES I-CENTRAL CARD) No. Revision Description: Remote Control Valve B4 Size 1" Remote Control Valve All Size 1" 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR Demand 20 GPM Demand 15 GPM SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON Elevation of highest head 175.0' Elevation of highest head 170.0' PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. QTY. SIZE ITEM PSI LOSS QTY. SIZE ITEM PSI LOSS 1 1" Water Meter 0.80 1 1" Water Meter 0.80 CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION 1 1" Backflow Prev. 12.00 1 1" Backflow Prev. 12.00 OF CONTROLLER, MASTER VALVE AND FLOW METER INSTALLATIONS. CONTRACTOR 3 2" Gate Valves 0.50 3 2" Gate Valves 0.50 IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT Ile - _1 4. 0 INSTALLATIONS ARE RECOMMENDED AND APPROVED. 1 1.25 Master Valve 4.30 1 1.25 Master Valve 3 W !I I 1 1" Flow Sensor 1.00 1 1" Flow Sensor 1.00 Will 590' 2" Mainline 2.00 900, 2" Mainline 2.00 1 1" Automatic Control Valve 2.50 1 1" Automatic Control Valve 2.50 These plans have been reviewed*by the Coachella Valley Water District in accordance with Date 12-0 4-0 6 m AVG. Lateral Line Loss 4.00 AVG. Lateral Line Loss 4.00 Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By-- DT Fittings Loss (10%) 2.71 Fittings Loss (10%) 2.71 efficient landscape and irrigation design in cooperation with local governing agency(City or Elevation Change -0.9 Elevation Change -3.5 County). becks $H # �I - *Approval of this drawing by CVWD Staff does not constitute approval to encroach into 03-1199 Total System Losses 29 psi district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind .10b #' y Total System Losses 26 psi may not be planted or installed in CVWD and USSR easements or right-of-way without first a Pressure Required to operate head 30 psi Pressure Required to operate head 30 psi obtaining an encroachment permit from CVWD. Plot t Date.-e 0 5-0 3-0 � I Total Pressure Required 59 psi Total Pressure Required 56 psi IX Plan Set: A IX Lowest Static Pressure Available 95 psi Lowest Static Pressure Available 94 psi _ Pre-set Regulated Pressure 68 psi Pre-set Regulated Pressure 65 psi Date U4 Residual Pressure 27 psi Residual Pressure 29 psi g p Water Management Supervisor L - 2mO7 L Development Services Supervisor SHEET 13 OF 17 LL 4 00"� land arc + west TREE LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE 3901 westerly pl. suite 111 OACACIA SALICINA 4" BOX newport beach,ca 92660 WHEEPING WATTLE 2 STANDARD SINGLE TRUNK L LIC. No.4340 tel:(949)224-0040 fax:(949)224-0044 ACACIA STENOPHYLLA 20 24" BOX STANDARD SINGLE TRUNK L M SHOESTRING ACACIA / O ACACIA BLAN ORDIANA 15 24" BOX STANDARD SINGLE TRUNK L/M CONSULTANT pyg OA p CERCIDIUM HYBRID 2 24" BOX MULTI—TRUNK L DESERT MUSEUM ,4`SSSF \\ FSSM /R� KOELREUTERIA PANICULATA 5 24" BOX STANDARD SINGLE TRUNK M GOLDEN RAIN TREE CAESALPINIA CACALACO " L CASCALOTE 22 24 BOX MULTI—TRUNK \ l 00 BAUHINIA CANDIDA 24" BOX STANDARD SINGLE TRUNK M / F /� ;4 WHITE ORCHID TREE 1 C J ® Y '" SHRUB LEGEND SYMBOL NAME OTY. SIZE REMARKS WATER USE -, '.'' AGAVE BOVICORNUTA � COWSHORN AGAVE •,. X, � � 22 5 GAL 4'-0" O.C. L AGAVE PARRYI VARIEGATA ,— , PARRYS AGAVEcc 41 5 GAL 2 0 O.C. L C_ / W ��, , O AGAVE VILMORINIANA ,— , •�I �� Y . OCTOPUS AGAVE 13 5 GAL 5 0 O.C. L O z DASYURION WHEELERI DESERT SPOON 9 5 GAL 6'-0" O.C. L MIN g HT � J ;� Y . OCOFOUTILLO IA SPLENDENS 6 ALL CANES 8'-0,, O.C. L C.) MIN 8 z CANES *� HESPERALOE PARVIFOLIA '. LO am 5 4 0 O.C. L O � O GAL • � f� ` � RED YUCCA 82 O LO ' LEUCOPHYLUM LANGMANIAE 'RIO BRAVO Q' "' O O ® g 14 5 GAL 6'-0" O.C. L/M 0 � IRIO BRAVO SAGE C r) Z GROUNDCOVER LEGEND Vim/Q�/� ``, ® ® " ,f ,� SYMBOL NAME QTY. SIZE REMARKS WATER USE OFFICE � w Xwo. 0 } � s y � �`��ti; ��� z� � '��� � ® `�,�' LANTANA MONTEVIDENSIS » Q �.z 'NEW GOLD' 36 1 GAL 6—0 O.C. M 0 .. O W (.� O LANTANA MONTEVIDENSIS ® O W 1 GAL 8'-0" O.C. M PURPLE TRAILING LANTANA 9 Q z PALM MULCH SEE NOTE ON SHEET O W ti Q CM Q 34. � �� � � � � PUNT COUNT IS PER SHEET cc ra, ROCK LEGEND 0 SYMBOL NAME QTY. REMARKS Q ® tt W W co 3 MIND 11X IN » Qg ® ® (� DER ALL PLANTING AREAS, 2 V J > W TO BE WETTED Q COMPACTED DEPTH, SEE CONSTRUCTION MATERIAL SCHEDULE �� �� AND VIBRA PLATE ■� W ®0 OFFICE W Q !.L �— ISi Q' ma. ' '� " = 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE Q = � LVQ ® z E r Q ° co J ® 2 -3 BOULDER 101 SEE CONSTRUCTION MATERIAL SCHEDULE Q `. SEE O e B ® © 0 a. 3 -4 BOULDER 15 CONSTRUCTION MATERIAL SCHEDULE ., PLANTING NOTES. J I.. a. Uj Co IN ® ® u 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" > J TO MASS GRADING SEE SPECIAL EROSION DUE PALM MU LCH TO PREVENT SOIL ..,. ..., r...LS," .:'...,.f. 4.! .,. .,.... ..r<, .< v. .._ ._.......... ..., ... .., e 23 ..,:..kt k.. PLANTING NOT SEE PLANT ING NOTE SHEET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST 8E BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. OFFICE 10 PACKAGE—SEE PHASE 1 DIRECT OFFICE & JOINT COST 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2X. ® ' 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ° B PER SEPARATE PACKAGE Q • O ' ALL TREES. O A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. ® g 5. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI — 949.766.7457 B (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). O. Syr 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. cp Isr 434 r to Dote k CALF / OFFICE 11 �, o / sq�F ,o g ��G O` SHEET CONTENTS o eV ��, �c� PLANTING tiq o ,F PLAN O 01 0 �� PQ` / 0/1 ' Q' Q B 1. /'�'>° r= POT PLANTING LEGEND PLANT QUANTITIES SHOWN ARE PER POT Revisions, � r AREA OF RESPONSIBILITY LEGEND s� SYMBOL LANAME DENTATA PLT' QTY. SIZE REMARKS MODEL NO. COLOR POT QTY. SYMBOL DESCRIPTION No. Revision Description: FRENCH LAVENDER 1 5 GAL. CHINESE EGG �4 A LANTANA X 'NEW GOLD' FGE GE42 TBD COMMON AREA / JOINT COST AREA INCLUDES ALL „ ,,,,;' NEW GOLD LANTANA 3 1 GAL 24"W x 42'H CURB WORK UNLESS OTHERWISE NOTED L4VANDULA DENTATA 3 5 GAL CHINESE EGG B FRENCH LAVENDER PLANTER TIED DIRECT RETAIL COST AREA INCLUDES ALL AREAS FGEGG-36 FROM BACK OF CURB TO BUILDING FACE UNLESS OSTEOSPERMUM ' SYMPHONY SERIES' CREAM, LEMON OTHERWISE NOTED AFRICAN DAISY 'SYMPHONY SERIES' 5 1 GAL ORANGE MIX 34 W x 36 H AGAVE ATTENUATA 3 5 GAL CHINESE EGG C FOXTAIL AGAVE PLANTER TB0 ASSESSMENT DISTRICT INCLUDES AREA FROM BACK FGEGG-36 OF WALK TO BACK OF CURB OF PERIMETERSTREET PELARGONIUM PELTATUM " , IVY GERANIUM - RED MEXICAN BEAUTY 3 5 GAL 34 W x 36 H CURB AND ALL PERIMETER STREET MEDIAN ISLAND STRELITZIA REGINAE 3 5 GAL CHINESE EGG ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, Datei 12-04-06 � BIRD OF PARADISE PLANTER TBp PELARGONIUM PELTATUM FGEGG-36 COLLEGE DRIVE AND TECHNOLOGY DRIVE. IVY GERANIUM - RED MEXICAN BEAUTY 3 1 GAL 34"W x 36"H Drawn By AEA DIRECT OFFICE COST AREA INCLUDES ALL AREAS Checked TJ FROM BACK OF CURB TO BUILDING FACE UNLESS 0. ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. c'`� OTHERWISE NOTED Job •� 03-1199 _ AVAILABLE FROM: �n�}}}}::}:,},},,,,}}r �> ,� t, ARCHITECTURAL POTTERY ■ ■ ■ ■ ■ ■ LIMIT OF WORK — Q 15161 VAN BUREN � Plot Date 05-03 07 MIDWAY CITY, CA 92655 (714) 895-3359 KEY PLAN-NOT TO SCALE Plan Sets A-2 5 cc NOTES: 0 10 20 40 U; 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. } 2. POT QUANTITIES ARE PER EACH SHEET. L - 3mOl 3. SOIL MIX TO CONTAIN SUPER—ABSORBENT POLYMERS TO RETAIN WATER. ACTIVE > INGREDIANT IS COIR FIBER — DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. SCALE: "=20'-0" z CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. SHEET 14 OF 17 LL L a TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE land arc + w e s t OACACIA SMALLII 3 24" BOX MULTI-TRUNK L NCN O ACACIA SALICINA 3901 westerly pl. suite 111 ACACIA G WATTLE 4 24" BOX STANDARD SINGLE TRUNK L newport teach,ca 92660 LIC. No.4340 tel: (949)224-0040 0 ACACIA STENOPHYLLA 9 24" BOX STANDARD SINGLE TRUNK L/M tax: (949)224-0044 SHOESTRING ACACIA OACACIA WILLARDIANA 7 24' BOX STANDARD SINGLE TRUNK L/M CONSULTANT PALO BUNCO CERCIDIUM HYBRID 3 24" BOX MULTI-TRUNK L 'DESERT MUSEUM' KOELREUTERIA PANICULATA 2 24" BOX STANDARD SINGLE TRUNK M GOLDEN RAIN TREE CAESALPINIA CACALACO L .,. •~. O CASCALOTE 6 24" BOX MULTI-TRUNK CERCIPIUM PRAECOX �— � m�•r �= � yg SF OF pyq 'SONORAN PALO VERDE' 2 24" BOX MULTI-TRUNK L ' '�♦ 1 q SE O — ♦♦••♦ SSES .2 p�RF e•�- _ •� � � � ••• ENT Cr CERCIDIUM FLORIDUM 0 ♦ F K 24 BOX MULTI-TRUNK L t _ ♦ D F � � 0 BLUE PALO VERDE _ ♦ .S C O ff• TRACT & ♦ p ® 0 • F ♦♦♦ R S£pNT co o ".y, ♦♦♦ qRq ST p SHRUB LEGEND (y� •��� P4 o% GEC SYMBOL NAME QTY. SIZE REMARKS WATER USE ®® �I♦ GF S414- O AGAVE BOVICORNUTA " cc COWSHORN AGAVE r * 14 5 GAL 4-0 O.C. L � 0 ® ,' ��♦ 0 AGAVE PARRY] VARIEGATA Q 1 O ® PARRYS AGAVE 35 5 GAL 2'-0" O.C. L 'I '� �� ,� ♦ O AGAVE VILMORINIANA 13 5 GAL 5'-0" O.C. L �� ® ♦ OCTOPUS AGAVE g� " ♦ DASYURION WHEELER] CV L LIJ ' _ ♦ OO DESERT SPOON 15 5 GAL 6 -0 O.C. L r MIN B'HT LO ' ♦ FOUQUIERIA SPLENDENS AN " ALL CANES g_0 O.C. L T 10 MIN 8 T� ' : OCOTILLO Z W CANES " � � ,'® J RED PARVIFOLIA 51 5 GAL 4-0 O.C. L (nm a 13 O Z J °+' ® ♦ ® LEUCOPHYLUM UNGMANIAE 'RIO BRAVO 14 5 GAL 6'-0" O.C. RIO BRAVO SAGE L/M Y O Xwa, LL U ® ■ GROUNDCOVER LEGEND �-- W > 0 J ■ SYMBOL NAME QTY. SIZE REMARKS WATER USE _ OFF CE 7 J a t o . � LANTANA MONTEVIDENSIS 26 1 GAL 6'-0" O.C. M w� I ® ® NEW GOLD tt O � Cm W I� � � ♦ LANTANA MONTEVIDENSIS t GAL 8'-0" O.C. M I tt PURPLE TRAILING LANTANA 13 cc r a. > 0 Cr I Q 4/ PALM MULCH SEE NOTE ON SHEET �mmW W ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ = W ■ ■ ■ ■ ■ ■ ■ ■ V Q WC) co ■ � ♦ � � Q ° C� ROCK LEGEND PLANT COUNT IS PER SHEET Uj E,F o ■ ® . R n r ■ ® ® ® ® O . O SYMBOL NAME QTY. REMARKS W N ■ V 3 DERMALL PUNTING AREAS, 2" SEE CONSTRUCTION MATERIAL SCHEDULE J Lim Fma, COMPACTED DEPTH, TO BE WETTED = U. V Q O ■ ® ® J C_ AND VIBRA PLATE -0 0 ■ _j ® ® D O 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE O a n --i �j < z n . ■ O ° T O = ■ ® q�j 2'-3' BOULDER 66 SEE CONSTRUCTION MATERIAL SCHEDULE ® J � � N ■ _ a. W � rr, ■ V -0 rn N ■ • ��` C� rn m ■ L) Z Io -E ♦ O PLANTING NOTES: ■ V) ♦ /� -p (7 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" W=: 1111 171 ■ " ♦ V PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL D > 0 ■ ® tt ♦ PLANTING NOTE, SEE PLANTING NOTE SHEET. mr —I Na ;0 � J Q Z 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR --1 0 4/ TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL f*1 -.& 11 ■ 1 n/0 BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. •V 0 n ■ . O ( 0 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2 X' • '" / Q 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR C7 ■ m, ALL TREES. Q, D -0-1 ® Q A. NO TREE SHALL BE CLOSER THAN 5'-0' TO A WALL, FENCE, OR BUILDING. c.. ■ . ® ■ O F C ( � CO5. FOR POTS AND PUNT MATERIAL SEE THIS SHEET. 0r C 6 -*1 Z ■ ■ 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 ■ i � ■ ��� �- 1 � � (SEE PUNTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). .TIL 0 � r*1 ■ ® ■ 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE 4340 ■ ■ UTILITIES. Z1011 ova ■ 1 , 10-31-07 ■ E ■ �•• DafbOP CPI.X F ■ tt � ■ tt i ° SHEET CONTENTS, ■ ♦♦ PLANTING �1•ag■■■■r ■ ■ ■ ■ ■ ■ ■ ■ ■ &. "111 @MEMO .••• PLAN LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST PACKAGE-SEE PHASE 1 DIRECT RETAIL & JOINT COST PER SEPARATE PACKAGE v_ 0Y l {:l POT PLANTING LEGEND(PLANT QUANTITIES SHOWN ARE PER POT) SYMBOL NAME PLT. QTY SIZE REMARKS MODEL NO. COLOR POT QTY. AREA OF RESPONSIBILITY LEGEND Revisions= LAVANDULA DENTATA 1 5 GAL CHINESE EGG SYMBOL DESCRIPTION No. Revision Description: FRENCH LAVENDER PLANTER A LANTANA X 'NEW GOLD' 3 1 GAL FGEG x 442"H TBD COMMON AREA / JOINT COST AREA INCLUDES ALL NEW GOLD LANTANA CURB WORK UNLESS OTHERWISE NOTED LAVANDULA DENTATA CHINESE EGG B FRENCH LAVENDER 3 5 GAL PUNTER OSTEOSPERMUM ' SYMPHONY SERIES' CREAM, LEMON FGEGG-36 " TBD DIRECT RETAIL COST AREA INCLUDES ALL AREAS AFRICAN DAISY 'SYMPHONY SERIES' 5 1 GAL ORANGE MIX 34 W x 36 N m m a FROM BACK OF CURB TO BUILDING FACE UNLESS AGAVE ATTENUATA CHINESE EGG OTHERWISE NOTED FOXTAIL AGAVE 3 5 GAL PUNTER C PELARGONIUM PELTATUM FGEGG-36 TBD ASSESSMENT DISTRICT INCLUDES AREA FROM BACK IVY GERANIUM - RED MEXICAN BEAUTY 3 5 GAL 34"W x 36"H OF WALK TO BACK OF CURB OF PERIMETERSTREET STRELITZIA REGINAE 3 5 GAL CHINESE EGG CURB AND ALL PERIMETER STREET MEDIAN ISLANDS _ TBD ! ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, Date 12-04-06 D BIRD OF PARADISE PUNTER " COLLEGE DRIVE AND TECHNOLOGY DRIVE. ' PELARGONIUM PELTATUM 3 1 GAL 34EW x336 H IVY GERANIUM - RED MEXICAN BEAUTY i i DIRECT OFFICE COST AREA INCLUDES ALL AREAS Drawn By, AEA ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. _ �" � �� FROM BACK OF CURB TO BUILDING FACE UNLESS Checked, TJ C% AVAILABLE FROM: OTHERWISE NOTED E ARCHITECTURAL POTTERY Job v, 03-1199° 15161 VAN BUREN - `' �� ■ ■ ■ ■ ■ ■ LIMIT OF WORK Plot Datei Q 05—03—07 �- MIDWAY CITY, CA 92655 (714) 895-3359 Plan Set, A-2 NOTES: KEY PLAN—NOT TO SCALE 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. 0 10 20 40 U 2. POT QUANTITIES ARE PER EACH SHEET. 3. SOIL MIX TO CONTAIN SUPER-ABSORBENT POLYMERS TO RETAIN WATER. ACTIVE — 3002 > C INGREDIANT IS COIR FIBER - DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. C: CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. Z SCALE: 1 "=20'-0" SHEET 15 OF 17 L PREVAILING WIND land ,(are + west CURB 2 1 LAN VIEW 3901 westerly pl. suite 111 LEGEND: newport beach,ca 92660 • 0 1 LIC.No.4340 O TREE - CENTER IN PIT. tel: (949)224-0040 •• fax: (949)224-0044 J� G io O TREE TIES. (VIT PRODUCTS, CINCH TIES <v� • � 1 OR EQUAL, TEL: (800) 729-1314). = v • '• .wc� w2" DIA. X 10' LODGE POE PINE KE Z W = 2 O (2 TYP.) KEEP CLEAR OFLR00 ROOTBALL. CONSULTANT • z a w v SPECIFICATIONS. U7�• Q o v Q o W 3 4 WATER BASIN. 3" MIN. DEPTH AFTER • a z > w • •• � - as • WATERING BY HOSE.o� � MAINTAIN ' Q N Q � W W ' • Z U GROUNDCOVER 6" CLEAR FROM TREE TRUNK. N m to 4 W m a a z SO FINAL GRADE. •' EQUAL g 5 ' ON-CENG R pp 3 O ONLY SHALL BE NATIVE SITE SOIL PACIN •-+ 3 i• 8 BUILDING O7 UNDISTURBED NATIVE SOIL. W OS SET TOP OF ROOTCROWN FLUSH WITH PLAN VEW — _ FINAL GRADE AND SLOPE FOR o _) I DRAINAGE. 01 TRIANGULAR SPACE PLANT MATERIAL PER SPACING J _ I I ROOTBALL = 6 NOTE: USE ONLY IF NECESSARY INDICATED IN THE PLANTING LEGEND. < _) 20 SIDEWALK, CURB OR HEADER. SET SHRUB EDGE TEN INCHES (10 ) FROM EACH. 0 1= o - _ 3 BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") _- : I EI I I —_ O FROM BUILDING. — I =— -III III II=1 1= I=1 I I IIIII III 7 _ O 3X ROOTBAL L a DIAMETER NLO0 r - • • N.T.S. 4 GROUNDCOVER SPACING TREE PLANTING DOUBLE STAKE TO 24 /3 B LO 1 6 OXP-002.dwg Z w r I_ Cl) — c� za — LU 0 W z � Q o� I- � 0 W Z Wa. 6 01 PLANT SHRUB WITH ROOTBALL CROWN W > Q ac) oABOVE FINISH GRADE AND SLOPE FOR DRAINAGE. AVOID PLANTING SHRUBS CLZZ DIRECTLY IN FRONT OF IRRIGATION jr V SPRAY HEADS TO PROVIDE CLEARANCE 0 =) <WHEN POSSIBLE. NW 3" HIGH WATER RETENTION BASIN TO BE � r � > REMOVED PRIOR TO THE END OF THE "� 8 W W MAINTENANCE PERIOD. W Q W p ♦o./� 03 FINAL GRADE. V J > W 0 4 BACKFILL SHALL BE NATIVE SITE SOIL W . W ONLY. 6 2 3 Q U. CL O UNDISTURBED NATIVE SOIL. a. — .•;'. I b � -III-III : ::; ' I I �' •�`.',� J z NOTES: Uj •> • o ti ar A. BACKFILL MATERIAL SHALL NOT HAVE Q I I '. •' '•, • • dD •6 PARTICLES GREATER THAN 1/2 . > z OIL 2 I 3 X ROOTBALL 3 DIAMETER _ -III IIII ��;���• '�:''±• III III II- �- 1O VINE. J = '•• I_ III- 02 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. I I • NOTES: =1 I •'•" 11= O 4 FINAL GRADE. A. SET VINE AS CLOSE TO BACK SURFACE OF •• 5 ® BACKFILL SHALL BE NATIVE SITE SOIL ONLY PIT AS POSSIBLE. 5 B. ALL VINES SHALL BE TIED TO SUPPORTING UNDISTURBED NATIVE SOIL. —III I II I II I II I II I II I I I , O WALLS AND FENCING. CONTRACTOR SHALL ( I III © SET TOP OF ROOTCROWN AT FINAL SECURE VINES TO WALLS AND FENCES W/ 3x ROOTBALL 434 t ' GRADE AND SLOPE FOR DRAINAGE. VINE SUPPORTS. DIAMETER C. ESPALIER VINE ONTO WALL/FENCE. w- r-07-o7 5 VINE PLANTING D-VINE.DWG N.T.S. 2 SHRUB PLANTING N.T.S. 9 C D-SHRUB.DWG OP SHEET CONTENTS PLANTING DETAILS 0 WIDTH PER .CONST. PLAN W 4 O1 BOULDER - SEE PLAN \• \ ' 1 / W I / /. ( Revisions= ZO FINISH GRADE / \ � \ \ / \ 2 0o m I / 2 No. Revision Description: 3 95% COMPACTED in O I . •SUBGRADE \ / W C 3 \. —111=1 I I-1 11- 4 —III=III= III=III=III= —=1 I 1=1 =III=III=11 III—III—III-; I I-1 11=1 I I-1 11=1 I I-1 I I-1 11=1 11=' NOTE: LOCATE BOULDER N 0 IIIl�IIII-III-III-III-III-III=III- MORE THEN 30 — — — � --- Date' 12-04-06 1= I =1 ��� ABOVE GRADE. 1= _ _ — — _ =III—III=1 I 1=I I ' Drawn By, AEA -111-111-111.11 I-1 11-1 I I I I I 111. SECTION —11 i,;,III,;,III;,III—' ' MAY M 20 ' Checked TJ N.T.S. v.1rJG XS -rill4 Job ni 03-1199 Q1 STAINLESS STEEL AIRPLANE CABLE. CITY OF PALM DESER! a 2 3/8" DIA. X 2" LONG EYE BOLTS—DRILL & Plot Date, 05-03-07 O SET WITH PLASTIC HOLLOW WALL ANCHOR. Plan -Set A 2 � Q3 EXISTING WALL OR FENCE. m ® FINAL GRADE OR SURFACE. } L - 3mO3 V I z 6 SECTION - BOULDER INSTALLATION 3 VINE CABLE SCALE: 1/2"=V SHEET 16 OF 17 LL D-VineCable.dwg a 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 1 . THE OWNER IS DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF WITH THE CITY OF PALM DESERT MAINTENANCE GUIDELINES.ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED TO TIME GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE THE LANDSCAPE ARCHITECT THROUGH THE OWNER. THE ROLE OF THE LANDSCAPE CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE 3. ANY WEED GROWTH THAT APPEARS IN PLANTING AREAS DURING THE land arc + west LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR OVERTIME. THE Land Are + West, June 29.2005, page 2 CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH MAINTENANCE PERIOD WILL BE REMOVED AT TEN (10) DAY INTERVALS. THE University Village,Project No.03-1170 INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE CONTRACT AND OBSERVATION CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR SCHEDULE AS NOTED. 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 to tai low in thin cdensity. soil conditioning and soil anundtznent will increase ctrc sustainable ptantina clt:n�ity. A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING ARCHITECT. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. 3901 westerly pl. suite111 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, 'Recommendations newport beach,ca 92660 RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS F.A 4. THE CONTRACTOR WILL TAKE THE NECESSARY STEPS AS DISCUSSED WITH LIC.No.4340 B. WEED ABATEMENT EFFECTIVENESS CI.. Nt1r Clean up construction debris and masonry material. Remove rite(ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS OWNER TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. top 2 inches or concrete stag, trash,paint resides, etc. Highly contaminated areafrom tel:(949)224-0040 uurtc rete washings and paint washing will need to be over excavated and removed. fax: (949)224-0044 REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL C. FINE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE Remove soil high 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. larking lot cutouts slid near the footings of walls. ABOVE INFORMATION. TYPE AND QUALITY; LOCATIONS OF ALL PLANT MATERIAL; BACKFiLL ANY SURPLUS MATERIALS AND DEBRIS WILL BE REMOVED FROM THE SITE. RIPPING Areas where the soil is net readily rotodilable need to be ripped_ MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. Cross-rip the soil ov 18-inch centers to a minimum depth of 1.2 urchcs, 2 feet deep is 3. THE OWNER WILL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE better_ CONSULTANT FROM FINISH GRADE. D. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE PERFORMED PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE TILLAGE A ftcr approximate finhihed grade has been established, rotntill the BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE soil as deep as practical but at least 6 inches. Reduce soil clods to 2.maximum diameter 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT TO INSURE CONFORMANCE TO PLANS AND SPECIFICATIONS. of 1 incb ith die:top-6 inches. Do not till overly wet soils, they are not friable. Optimum CONTRACTORS EXPENSE. moisture content is partially damp. Remove debris and clods larger than l inch in FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR diameter From the top 6 incites. SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE- 1tOHovvstg are trectaaaameaa(detlenar: rr the ate ofAo S rvioe ptaodaC#foe UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK 7. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1/2 INCH ad lladA1.1111111 which arabastedetasttaeJLdbros- ' WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. 1y9. rats aUotdra ►"� bob FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTORS RISK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE a►tear; as*W& dinWaaltaalt.ahahajearw.os-1170topor. AND EXPENSE. MAINTENANCE PERIOD. bo 8. THE CONTRACTOR WILL RE- OR fii�.PRBiP;llitA't>QtkMM 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND G. MAINTENANCE OBSERVATIONS-THE OWNER AND LANDSCAPE - E�TD '�!F �IRTY (30) DAYS OF MAINTENANCE. Phm�>lo tsfatpa�icwarottoottTtus SPECIFICATIONS, QUALITY OF WORK, AND FULFILLMENT OF THE CONTRACT ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE �Wo*W,p�ar�el y. Ma�md +I werlemeallealt �w�ceaaaltt oci yoaad ofA�ii 8anrtae a WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE 9. FINAL ACCEPTANCE WILL BE ��G,II,V��E��Ny&��j, T E EN reo�o tioma�tdadbraot>iWitcpe""bwsoilmi&Thetlbove DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT. FOR ALL P pTH1PD�L�P RMINATION HAS OCCURRED AND the,lbilov�gooae�t2olll►s�a([efeeteofa►oil: wnly PROJECT TO THE OWNER. ES LISHMENT HAS BEEN OBTAINED. LANDSCAPE ARCHITECT'S REQUIRED FIELD 24. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS ooetradiiaaaiteviertammea� r OBSERVATION WORKI PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND SPECIAL PLANTING NOTE 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF +� t pmt�Beset w� zlaq linon t;�pperand FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL USE LAND ARC PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT 1 . ALL AREAS DESIGNATED ON TH AS a I9=tofT"llthastld WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE FOL n�/�• NOT A�FPL ►8�� liou"Mowy incorporate flaw alive mmaifils it1Co the suit to tt WEST TO PROVIDE FULL CONTRACT SERVICES INCLUDING CONSTRUCTION ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS hofsix - 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: P!0�- CMG Leath the twit said ice the;,at(kslinity. Lower the pH to loss FM OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK ARCHITECT BY THE CONTRACTOR. than 8.0. If the Phiartpalette is"misiiveto&*iioity,the teachingca*cm ofw OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, WEST COAST TURF planing if the sail has good drains , UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO 88-inn eu ROV8APPUCABLE T1tA1ttSPl.A1~+iTtNG Prcparo planting pits nonturuy twtc:a as wide as dte roattsadis. The THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE THERMAL CA 92274 walla and bou m of the planting pits should sot have rammed salt except under the O EVENT THAT LAND ARC WEST DOES NOT COMPLETE THE FIELD OBSERVATION EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ' rro ill. drrr�, en glazed toll by�the soil aurlhcc. Q ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. TEL: (760) 340-7300 ntusEREDR F�orbmWtremandai�sls austf Q SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS FAX: (760) 340-7345 a`�1° � V a comer Oft planting pit at lanes eight inches in dbrneW and coao t tag at Beast sift OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND feet deep ftmtlee base of the plawlaSpitism AGAINST ANY AND ALL CLAIMS. WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 2. THE CONTRACTOR WILL EDGE H CV LO r a ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE WHEN W TH,��F _MW A 1 INCH.ON HIS LETTERHEAD AT THE FINAL INSPECTION >" . Solt Analyses Pliant Analyses Water Analyses CONTRACTOR'S RESPONSIBILITIES 3. THE 'SOLE SOURCE' SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. L j 21622 HONEYSUCKLE STREET m W ?=nF= 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING cotr � comz Q 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, TRABUCO CANYON, CA 92679 WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY TEL: (949) 766-7457 t:,and Arc +Vest,June29,2005,pgge 3 W # UJ Z SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL CONTACT: CLAUDIA CA C • � O ON. THE DRAWINGS AND AS SPECIFIED HEREIN. LLIGARI .Uruv«srtyvtllage,ProyetxNo.03-1170cc BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH TREES TO BE PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL PURCHASE sAcxl�'�x imeialllawinpma�erialshrtocleanevat«lsnilctr � � J22. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 4' O TREES. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND salt.Remove debris,rocks ad foreign .Soil edods should M exceed l in (EW a LL WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN WARRANTY OF ALL PLANT MATERIAL. diana ter,Excesstve gravel should not bepaesent.Rates we per cubic yard: UJ THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF 28. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE > CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER U�� - pound W � Q � niO 5. PALM MULCH AS INDICATED ON PLAN IS AVAILABLE FROM THE FOLLOWING Pocassiumattfaee{{l-o-0-S0l?) 3_ 1�pound � Q MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; THEIR Triple su teM45-0)- 114poend REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. zz BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR AGRI-SERVICE, INC. Gypsum- l pound' w'ErNURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR 30 SOUTH MELROSE, SUITE 341 orgartricau�t- %b�yvodun O 3. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. VISTA CA 92083 CM < W SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT 1 ' ( ) TEL: (760) 643-4041 � r ABOVE GRADE FOR TREES). A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH CONTACT: MARY MATALVA ""° lDarertC.olerl8aadtrcaea�.etbklaadw� re>aataimasead above X4 '°` 0r 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND ( ) I� dbyftsWallwo�,, hen vad as�to pW s4fdoa. > med cc OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. UPON RECEIPT AND ACCEPTANCE 6. PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM: WPM am F� Uj 8 W W OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY YOUNG & SONS ' OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY 81 -910 ARUS ST. l u the we the prepared sou and a' hole if e Q W a (o 5. THE CONTRACTOR WILL CARRY ALL WORKMAN S COMPENSATION, PUBLIC LIABILITY used. The root flare needs to be slightly above grace, if a basin �east, it should be � �AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, OF TREES TO THE SITE. THIS LIST WILL BE REQUIRED WITHIN FIFTEEN (15) DAYS INDO, CA 92201 used temporaruy.Standing water at the base of the aunitisundesiirable. W REGULATIONS AND BY THE OWNER. FROM THE DATE THAT THE CONTRACT WAS AWARDED. TEL - (760) 347-7906 CITY OF PALM DESERT ORGAMCAtuOMM W � I 0 � 6. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE LANDSCAPE CONTRACTOR'S SCOPE OF WORK CITY Inspection Schedule THE PREFEIM eOL ,�, a ,,,�,,,�„ „ „ , � �, - Q W UJ SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS 3: 0u. 0 < < �=m a. OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY 1 . PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE Othesrhutrtttspecl� a FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION 1)Sleeving/Grading Q �. CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS BY CONTRACTOR WAS NOT PERFORMED. a. sleeve diameter,type, depth and location t. H�Htmu nun tal shall have an arch content of no less than 6% and no more than O0. MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND b. Soil surface drainage,elevations and trash (including weeds nubble) 20%. LAWFUL MANNER. 2. The pH of the tmatertat shall be betwvm 6 and 7.5. .� z 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNERS SITE 2) wardscape/Boulders- Cobble 3. The salt congest stall be teas dons 10 millimholcm 0 230 C.on a saturated palate W C0 extract. a SUPERINTENDENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH OF 2. UPON COMPLETION OF ALL IRRIGATION WORK IF THERE IS EVIDENCE OF WEEDS a. sidewalk and walliayout 4. Boron content of the saturated extract shallbeI=then 1.0 parts pamillion. � '■■� ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED b. Utilities location s. Silicon content`,awl..Inc,hrbleah)shalt l>elests thou s0%. e" Boulder type,size,weight and placement 6. Calcium cubooft not be present if to be applied on al Wittme soils. ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING AND GRUBBED OF SURFACE WEED GROWTH, AND SHALL BE WEED FREE PRIOR TO 7. Types of acceptable products we csomppons, manures, mwibwom > z V LOCATIONS MAY BE SELECTED BY THE OWNER. PROCEEDING WITH ANY PLANTING WORK. 3) Irrigation System Rough-In straw,altadfa,etc. tow in salts,low in heavy metals,flux flrom weed steeds,free: a. Trench depth and location of pathogens and other deleterious materials. UJ b. Pipe size and class 8. Composted 'woad products are c tditiunally aareptable Isttible humus must be � 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES c. Pressure test(125 psi for 6 hours) present). Wood based,produM arc not acceptable why are Beget on red wood WORK RELATED TO PROPER EXECUTION OF CONTRACTOR'S WORK. (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE, CONTRACTOR WILL BE -9. ' shame-bastd 'materials are tact aoceplable if the soil aLctady has a high levelRESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER 4)Plant Material(trees&shrubs) (toxic'level)ofzmc,co orodtcr heavy metals based onsoffanslysts. Mr 9. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS a. Condition 10. Carbmmittrogen ratio islessthan25:1. WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE b. Type 11. The compost shalt be aerobic without malodorous pmsme of decompositionQ THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. BRING SUCH BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF WILL BE c. Plaoement tmtdu+ s- � 12. The tt�pwtticla ai'ae WWI be 0.5 inch, i�% or more shall pates a No. 4 SMOOTHED TO THE OWNERS SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, ee. CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE S CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE STOCKPILED AND REMOVED. 6)Ground Cover (decomposed granite) scr FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND a. Type REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. b. Depth and spacing 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS c. Compaction 10. THE CONTRACTOR WILL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM IN ACCORDANCE WITH THE PLANS, DETAILS, AND SPECIFICATIONS AT A MINIMUM 2% 6) Final ""'oll A,taaIlyus Plant Analyses Water Analyses THE OWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADIENT. a. Irrigation: GRADES ARE WITHIN 1/1 OTH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE I) Valves, boxes and wiring 1AL THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER 5. THE CONTRACTOR WILL USE ON-SITE SOIL FOR ALL LANDS (I) Controller operation and schedule t►►t.,atq� ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITY COVERS, AND MOUNDING. WHEN ON- WIIAPVU" +I ORT SOIL WILL MEET THE ilk) Sprinkler, bubbler and/or drip emitter type,flow rate and 4340 F FICATIONS GCS PROVIDED BY WALLACE LABORATORIES, SEE SOILS quantity per plant CURBS. Land Are + ),rest,June 29,ztw5,page 4 Iv) Overall operation University Village,Project No.03-1170 at REPORT: v) As built �-3 t+ 7 11 . PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED b. Tree staldng Maximum total permissible pollutant concentrations in amendment in parts per t� e e e. Overall million on a dry weight basis; t�APPROVED BY OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 20% BY WEIGHT WITH A MINIMUM 95/. PASSING !` D& � j PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S arsenic 20 copper 150 selenium 30 9 TFIF �n ��. "- .�'TI�PI�,�►�iR9S SHALL NOT EXCEED 6.0 MM. arseniurn is lead loa s;1Vet to OP APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS AND THE ELECTRICAL CONDUCTIVITY ECE OF THE SATURATION chromium 100 trier INCURRED BY CONTRACTOR. ( ) cobalt 50 molybaentun 60 zm dtun' 3300 CA EXTRACT OF THIS SOIL WILL NOT EXCEED 3.0 MMHOS. CM AT 250C. / nickel too 12. THE CONTRACTOR WILL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED Kighher amounts of salinity or boron may be present if the soils are to be preleached reduce the excess or iFthe plant species will tolerate thesaliuity SHEET CONTENTS, PLANT MATERIAL PROVIDED BY OWNER. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN and/or boron. 13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES 1 PPM AS MEASURED ON THE SATURATION EXTR Thee are three materials which will deereasc the hard-setting of alkaline sandy soils - EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE TO INS A A P,L E IMPORT SOIL WILL organic matter, gypsum and linear polyacrylamide. Polyacrylamide will increase the PLANTING E SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR mot.erial cost per 1,000 square feet by about$50.00. It can be used if the owner would like to die best growth waditions or if there arc known growth problems in the local NOTES ACTUAL PLANTS THEMSELVES FOR THE OWNERS REVIEW AND APPROVAL PRIOR TO TO IMPORT ON SITE. area PLANTING. WALLACE LABORATORIES 6. ALL PLANT MATERIAL WILL BE OF A SIZE, CHARACTER AND QUALITY WHICH 365 Coral Circle Fur sitc maintenance: 14. SOIL TESTING- 1 COMP. SAMPLE/5 ACRES-AGRICULTURAL SUITABILITY El Segundo CA 9iD245 TEXT-REQUIRED TEST TO BE COMPLETED AND CITY APPROVED BEFORE PLANTING MEETS THE ACCEPTED INDUSTRY STANDARDS (AMERICAN STANDARD FOR NURSERY phone (3 El 615-0llG fax (31Q) 64Q-6863 Apply ureaformaddehyde (3"-0) at 8 pnwtds per 1,000 square feet twice per year. STOCK, Z60.1 , ARIZONA NURSERY AS A MINIMUM) Apply agricultural gypsum at 8 pounds per 1,000 square feet m4ce,a year.- 15. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE AND FOR THAT PLANT AND WILL BE FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, June 29, 2005 Monitor the site with periodic soil testing. Apply potassium and phosphorus if Headed. THOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNER'S OR OTHER DETRIMENTAL CHARACTERISTICS. fax 949f224-0044 :apply gypsum if the soil pH increases about 8.0. AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS l_ajtd Arc + West 7. ALL PLANTS WILL BE HANDLED AND STORED SO THEY ARE ADEQUATELY Tal Jackson KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 3901 wcsterly Place# 111 Sincerely, RESULT IN CONTRACTORS LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST Newport Beach,CA 92660 Revisions, CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT RE: University Village.Southwest Corner of Conk St.&Gerald Ford Dr. Garn A. Vyallace.Pit. D. 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5-FEET TO ANY MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL BE No. Revision Description: Job No. 03-1170 Executive Director FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL Site visit oil June27.2005 LIANA' n DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE COST TO THE OWNER. Dear Tal, LANDSCAPE ARCHITECT FOR RESOLUTION. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND 17. THE CONTRACTOR WI CONTROL DEVICES WHERE REQUIRED NOTED. 'rite site has been over excavated and recompacted. The soil is sandy but is cemented �Q ,At2 except in depressions where blow sand has accumulated. Calcium salts and especially REM 1U UKAWINGS FOR 111lrrrr�llT177 r7 _ K a�� UIRE THEM. 10. ALL GROUND COVER AREAS SHOWN ON THE P�REES calcium carbonate and calcium sulfate form a cement upon drying making soils unpermcable. The term is caliche when it occurs in the subsoil. Agronomists call (his 18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR ROOTED CUTTINGSsoil condition "bard-setting sandy soils." There are potential problems with d ARIA ND SHRUBS AND migration through the compacted soil. Uncompactcd so] below the deep halof SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM NOTEDTON%PLANS�AND STAGGERED AS SHOWN ON DETAIL. recompaction should drain well unless a clay lensc is present..Clay lenses mute- in LOCATIONS INDICATED ON DRAWINGS. flocApiains and are common in Imperial Valley. Malty of the farms is Imperial Valley have subdrnins. 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 anal nutrient retention. Organic matter can be added to AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. (EXCEPT GROUND COVER AR� '_q�, � THE increase the moisture retention. Organic matter will also condition die soil and reduce Date 12-04-06 F 1 l�j AND SHALL BE UNIFORMLY BLENDED the cementing. Native plants cook! be used. which are deeply rooted and which have Soil Analyses Plant Analyses Water Analyses lower water requirements.They tolerate infetl:ili[y better than ornamentals. Drawn By, AEA20. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE INTO THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. SOILS REPORT. l ivc soil samples were taken from the site at ate locations marked on the site map, Sample 3 was taken near the interjection of Cook Street and Gerald Ford Drive.Weeds 1 . THE SOILS PREPARATION AND BACKFILL LISTED IN THE SOILS REPORT ABOVE, Checked, TJ CV were growing in the southwest corner tear the intersection and in die westerly areas � 21 . THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO 12. ALL VINES WILL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND WILL (sample locations 3 aW 4). Weeds were absent in the northerly area near sample areas WAS PROVIDED BY AGRI-SERVICE, INC. TO BE INCORPORATED INTO WALLACE LABS HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. l and 2. Due to the soil compaction, the rooting volume was low for the weeds. Some SOIL REPORT AS REQUIRED BY THE CITY PALM DESERT. Job s, 03-1199 J ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL of the weals had rooted deeper than IS inches with a single tap root. Q PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, The soils are infertile and alkaline. 'the pH values range from 8.54 to 8.96. Limestone 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE �, -4 � Plot Date, 05-03-07 H SHEET L-3.04 - � � �.,_� is nut present.Salmi is low. it ranges hom 0.15 to 0.25 millimhofcnn. � i"- 22. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, ry g IN SOIL PREPARATION AND BACKFILL IS AVAILABLE - N CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR nitrogen; phosphorus, potassium, manganese, sulfur, zinc, copper and boron are low FROM THE FOLLOWING: Plan Set, A-Z UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A ESTABLISHMENT MAINTENANCE NOTESI (:)it a eranc The h highest iron�litt n�is in samples and copper are the highest is there weeds am hrow growing, AGRI-SERVICE, INC. . m MANNER ACCEPTABLE TO THE OWNER. areas. Low rertility will support growth is plants with large, extensive root systems 380 S. MELROSE DRIVE, SUITE 203 which arc able to assimilate nutrients from a large soil volume. Planting density needs VISTA, CALIFORNIA 92081 U; 1 . THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNERS WRITTEN TEL: (800) 262-4167 ` " "" 'IL-PA` APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND WILL BE FOR THE �' L - 3mO4 �- Sail Ana sea Plant Anal CONTACT: MARY MATALVA C PERIOD OF TIME AS FOLLOWS: ly yses wattn•Analyses z 30 CONTINUOUS CALENDAR DAYS SHEET 17 OF 17 LU C'J 4