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HomeMy WebLinkAboutShaw Properties_1 4 fq" HAW PR T1 land S 0 P E S arc + west t ` t` 3901 westerly pl. suite 111 i newport beach,ca 92660 UC.No.4340 tel:(949)224-0040 THE VILLA GE T UNIVERSITY Pki RK 14, fax:(949)224-0044 COST DIRECT OFFICE & JOINT CONSULTANT 4, TIV A L 1515 41. 2 A D V M NT LA D R ALIF NIA 4 J-1 SHEET INDEX / a. r '4rt + ♦ \ 4 / _ d. a�u }ks: , SITE MAP / REFER TO - SHEET L-1 .01 a - ; L-2.01 L-0.00 COVER SHEET `` Z L-3.01 " REFER TO J SHEET L-1 .01 CONSTRUCTION PLAN CM W o - -- .. .. �--- L-1.01 \ - L 2.01 L 1.02 CONSTRUCTION PLAN r L-3.01 ::: .:: ' ': ........ \ CHNp L-1.03 CONSTRUCTION DETAILS LO z . ...::: LOGY D - y ::.............. ��". J - RIVE L 1.04 CONSTRUCTION DETAILS �. r 111K :z'': i>• r 3'' �/ . ...... ...... . '.�`.� L 1.05 .. . ...... .. . . : z < .............. . CONSTRUCTION NOTES . . . ........ . ........ ...... ....................... N •••••••`•• •• REFER TO :.•. ': W ..... .. .. .. 0 .. .... ........ . ..... ... .. ... .. .. .............. ....................... .. .. .............. LJJ ..... .......................... .. .. ..... SHEET L-1 .01 � , 4 L-2.01 IRRIGATION PLAN 1 - 3 MMJ < •Pa- L 2.01 � ORE cc _ •9 ti x X i a. y. O L 2.02 IRRIGATION PLAN L 3.01 0 :air .. ,: Wwr W CL 0 .... ...... . . .. .. ....... . . ............................ ... ........ ... . ... ........... . U. .. . ........... ........ ... . ... ........ .... .. ........... . ........... .. ..... ....................... ..... IRRIGATION L 2.03 NOTE LEGEND •; S & ..... ....... .... ................................... .... ..... ......:.... :.. } _ :... RI A 4 IR TI N DETAIL REFER TO L 2.0 G O S ....... .. .. .. . ........ . f00M SHEET L-1 .01 •'•"•'• a. . . ........ : .....:..:: ..... ...... IRRIGATION E.05TAIL EFER L2DETAILS �f. R TO . ....... ... . ..... ...... ::: r 4 x - Z L 2.01 : :: ...... ::.. . :.. SHEET L-1 .02 L-2.06 IRRIGATION SPECIFICATIONS V L-3.01 •• L-2.02 � Q � ., IRK CATION bCHED LE WATER AGE- U & US N L 2. 7 _ 0 L-3.02 .. a �� LL . ......... .. . . .......... . . ........... ... . 1 AN I LA L 3 PL T N P N r• 0 G X ei .. REFER TO _ . .... ....... . f 'r0. W W 3. 2 PLANTING PLAN a X L O LA G L N J- e SHEET L 1 .02 i......................... . r - L 2.02 PLANTING DE TAILS ETAIL . UJ C) on •, L 3.03 S � suLDNci s oFF� � 4 L 3.02 > UJ - P „ L 3.04 PLANTING NOTES UJ 7 LJL W f- a \PARCEL 1e OFFICE /' T------ V a. � >� � �>," �.�; WATER CONSERVATION CONCEPT STATEMENT ♦ 0o, \ /Y � �� �. / - Project Site: University Park Tract or Parcel Number: Parcel 12 J - I- CJ slams PANEL ` i. ♦ Project Location: Cook Street and Gerald Ford Drive, Palm Desert Z I I . /♦ Landscape Architect/Irri ation Designer: Land Arc West Water Concern '� ` •♦ I P 9 9 W J _ 65+00 1O I� '64+00 0+�9 00+ +� �/ `•/u. J I ` '•� �\ r -" - - Included in this project submittal package are: (Check to indicate completion) _ ,...... � OFFICE ,,, ; / ��,�, ✓� - -F Maximum Annual Applied Water Allowance: i , F \�/�♦ / - Conventional Landscape: 3,289 hundred cubic feet/year - - -- .• MAL f o �� � � Recreational Turfgrass Landscape: 0 hundred cubic feet/year • Pw _ Maximum Annual Applied Water Allowance: 3,289 hundred cubic feet/year I ♦ - a Fuit>tIE /j♦ / -APPROVED - - I I mode j PARcs s j I slt LL mended La sra p e Re I Pian x _ \,•♦ ,; � o Estimated Annual Applied Water Use by Hydrozones �HMM.OMM AIrD. - ,:... yru w.t € 'w'�'.e i/°Ai '£r`� r °' 3.^.::Py,. _. -. - '* - -_ -. -__- - ---__-__ _. ____-_- --_- _.-- _____. --__- _ _- _ - __ �rAL To -- - - ' „,<� s / - , a - - J Re ' ed BY TEMPORARY WfORoe® � � o � -_-• � � t��" ,;,. �� ��„ Y�� �.. ," �/ � �� - �urfgrass Hydrozones: � 0 hundred cubic feet/year �' �� a saronrla+ I o : / Land e M r. r Dace Low Plant Hydrozones: 802 hundred cubic feet/year v . -t - sz k o CITY of AL DESERT Hyd feet/year s rt O fi Medium Plant rozones' 1042 hundred cubic fee ar +o- „w lir I -. - Oster l r -r F 7 --. - - . Plti3LiC WORKS DEFT. I r 1 4 hundred cubic feet/year h Estimated Annual Total Applied Water Use ,8 y �-�_ �� 'f-p �1t9 � � �' � RET/1L � I �° adz RETAL ��'� � ,� �r/�/,=���,t 9 ~ °R s1aDNt�e { PAD 1 W susDlNGs �f� � � w - �$ t �, , EATAW U < MAAWA CAL PARCe.e I stet o 7 �[ I PARCEL ! k PARCIL! - PARC�PLU ARCEL 7 Z Landscape Design Plan - � _ _- _ _. __ - - - SHEET CONTENTS - --- Irrigation Design Plan COVER I o - COOK STREET - - ,. - Grading Design Plan SHEET Description of Project: NOT TO SCALE The project is designed using drip irrigation for all shrub material and bubblers for all trees. The irrigation design is separated into hydrozones of sun and shade. The v irrigation controller is a smart type model using daily evapotranspiration data sent via paging technology to adjust the run times for localized weather variation. There is a rain .{a VICINITY MAP GENERAL sensor on the Controller. The project has no turf grass. � J 9 Revisions: '14he following general notes are provided by the Owner and Landscape Architect to give directions to a OWNER: LANDSCAPE ARCHITECT: Date: September 18 2007 Prepared b : Steve Hohl Water Concern Ltd. ! contractor. In order to bid this project, the contractor must attend apre-bid site walk with owner and p ' pR � y No. Revision Description: Thousand �orchltect. Palms SHAW PROPERTIES LAND ARC WEST ® City Comment RAMON RD 3�. Contractor shall verify with the general contractor that plans are current and approved construction 160 NEWPORT CENTER DRIVE e250 16361 SCIENTIFIC WAY PROJECT SITE . issue plan. Verify that the general contractor has provided copies of all bulletins to date. City Comment 0 10 Contractor shall review Pre-Construction and Turnover Procedures. NEWPORT BEACH, CA 92660 IRVINE, CA 92618 , I . tiT Work shall be in accordance with the requirements of the City of Palm Desert. PHONE (949) 640-4800 PHONE (949) 224-0040 DINAR SHORE DR I ? 4 The engineering soils report by N/A dated N/A is a part of these construction documents. The CONTACT- CHUCK CROOKALL CONTACT-. TAL JACKSON a o _ T"�T contractor shall comply with the report's recommendations as they relate to his work. µ Cathedral a .4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or ARCHITECT'City GERALD FORD DR ,�4� CIVIL ENGINEER: p taxes required to install the work on these plans. a ¢ m ,m> µ: The contractor shall be appropriately licensed as required by the state in which the work takes place. KKE ARCHITECTS RBF FRANK SINATRA DR \ "F4' sw The contractor shall notify the Owner's representative prior to beginning the work and shall be 4 EXECUTIVE CIRCLE e190 74-410 HIGHWAY 111 - R° ; }. }` responsible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. IRVINE CA 92614 ;.., Rancho Mirage W �,\ - 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or ' PALM DESERT, CA. 92260-µIIµ ALS / APPROVALS r .: MITT ' discrepancies in existing conditions or within the plans prior to beginning the work. PHONE (949) 435-5558 PHONE (760) 346-7481 - COUNTRY CLUB DR r 40TH AVE 'AB. Unit rices for all Improvements shall be established as a art of the contract with the General Date, y�r o Q N `� Contractor and prior o beginning work, to accommodate additions and/or deletions of material CONTACT JOSH TICKENOFF FAX- (760)346-8315 12-0 4- 6 _ x } 42ND AVE 10 ti Y,• W Palm Ds s g / end/or labor. CONTACT. BRAD DONAIS Drawn t147 f1- m W O o Bermuda �'1° S� �i o o W z Dunes '°B 9TF SUBMITTALS STRUCTURAL ENGINEER: �`E�` a o a vzi -- ° INTEGRAL ASSOCIATES UTILITY CONSULTANT- =: Checked, TJ e 1. Prior to the Pre-Construction meeting, the Landscape Contractor shall make submittals of the r --� FRH WAKING DR o 3 3 u' MRC ENGINEERING These plans have been reviewed'by the Coachella Valley Water Job s, 03-1199 -. HwY ,,, w MILES AVE following per the specifications: 1124 MAIN STREET, STE D I a. Hardseape samples PHONE (760) 325-1045 District in accordance with Water Code Title 7,Division 1,Chapter3, FAIRWA DR � I _ � IRVINE CALIFORNIA 92614 �, N b. Photos or cut sheets for all site furnishings (pots, benches etc) including color samples q. p Plot Date O 6-07 Indian Q % k e. Photos for all trees 15 gal. and larger PHONE (949) 724-1800 CONTACT. RALPH RAYA Article to.8, Section 65597 et se requiring efficient landscape and Wells I 1 11 y� irrigation design in cooperation with local governing agency(City or w Z Cl. Size specifications (ht. x width) for all plant material CONTACT= RORY ZACH County). Plan Set, A-4 ity Limits z N Indio 2. Determination of "equal- substitutions shall be made only by the Landscape Architect. g y a �, , Approval of this drawing b CVWD Staff does not constitute a rL. Quint 50TH � � AVE INSTALLATION PROCESS UTILITY COMPANIES � approval to encroach into district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any Idnd may not be O. 3 " o i 1. The Landscape Contractor will clean up the site on a daily basis. At no time, will piles of dirt or planted or installed in CVWD and USBR easements or right-of-way "" Z W debris remain in publicly traveled walks. SO. CAL. EDISON 1-800-684-8123 wit7?` t first obt 'nin an encroac ent pe it fr Cv D. - i - W W 2. Trees will be planted in tree pits within 24 hours of excavating tree hole. If trees are not planted SO. CAL. GAS COMPANY 1-800-427-2200 the same day as the hole is dug, Landscape Contractor to install warning tape around tree pits. _ ° 3 COACHELLA VALLEY WATER DISTRICT 1-760-398-2651 Date Water Ma gemen p rvi SITE OBSERVATION ■ c 1. Landscape Architect shall be notified no less than 48 hours in advance of any site observations UNDERGROUND SERVICE ALERT 1-800-422-4133 ,� �' CITY OF PALM DESERT - g SHEET 1 , OF 1t 1 L NOT ToscA�E or meetings ': _ ;- p p 1 (](] evelo men Services Supervisor - ..- CONSULTANTS REFERENCE LEGEND land arc + west SYMBOL DESCRIPTION REMARKS AA CURB AND GUTTER SEE CIVIL ENGINEER PLANS ❑B CONCRETE GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly pl. suite 111 © FIRE HYDRANT SEE CIVIL ENGINEER PLANS newport beach,ca 92660 LIC.No.4340 _ - WATER METER SEE CIVIL ENGINEER PLANS 0040 fax:{949)2 tel:{949)224-4-0044 EPARKING 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 y'4S`F OF )0 ❑J BUILDING SEE ARCHITECTURAL PLANS 4 qSF [K CARPORT SEE ARCHITECTURAL PLANS ` SF RETAINING WALL SEE CIVIL ENGINEER PLANS OF M WHEEL STOP SEE CIVIL ENGINEER PLANS Fj C� ❑ P El SIGN WALL BY SIGNAGE CONSULTANT PA �� R SFpNr C ❑O HANDICAP RAMP SEE CIVIL ENGINEER PLANS ry � qR pST P E �rF p pqC ACAq 4CE, ,r=> F SF� LANDSCAPE CONSTRUCTION LEGEND SYMBOL DESCRIPTION REMARKS h PA I 1 STONE VENEER LOW SEAT WALL SEE DETAIL 1 , SHEET L-1.03 PA E O AND CONSTRUCTION NOTES 2 SPLIT FACE WALL SEE DETAIL 3,. SHEET L-1.03 e� •�Z CONCRETE STEPS, NATURAL GREY �4�/ 6 O WITH MEDIUM BROOM FINISH SEE DETAIL 4. SHEET L-1.04 / M ® TRASH ENCLOSURE Q z L-1.03 0 Q w U5 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 3, SHEET L-1.03 V QQ�'QO FCM LO © INTERLOCKING CONCRETE PAVING SEE DETAIL 6. SHEET L-1.04 '� Q _ b 6" VEHICULAR PAVING NATURAL GREY SEE DETAIL 7 SHEET L-103 � � LO r � Q "�" _ � CONCRETE WITH MEDIUM BROOM FINISH . . G°�, pq N � ZWr � Q ® 4 CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1.03 co z Q WITH MEDIUM BROOM FINISH (00 a Uj pq 9 SEE DETAIL 9, SHEET L-1.03 Z PA -n O STONE PAVING AND CONSTRUCTION NOTES Q 1. SC-F$= _ =- W 0 rTAu R _HrrT L 1 .03 OFFICE 9 _ r� FMMW - W (L u 4<c PA H M: PA 11 CONCRETE JOINT DETAIL SEE DETAIL 5, SHEET L-1.04 W > a (Loo J W xc V PA LLJ 12 POTS PER POT PLANTING LEGEND SEE SHEETS L-3.01, 3.02 Z Z �` SEE DETAIL 2 SHEET L-1.03 �Q- SPLIT FACE WALL AT TRASH ENCLOSURE O N Q W ,�Q Q��i PA 3 - Uj ccr 0 > F- �� 14 KEYSTONE GARDEN WALL SEE DETAIL 6, SHEET L-1.03 11 { a. Fm Uj w w WC)8 Vw PA W O UJw OFFICE I a � z x (9 V Q �eU. co O= V J z co PA GENERAL CONSTRUCTION NOTES pq 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, z 1 F 11 r s' PA I FOOTINGS, WALLS, AN D OTHER STRUCTURES . ... E 2 ( B ) AND OTHER Z)oG 8 �M �-��� ORDINANCES AND REGULATIONS.CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING CODE, C C APPLICABLE LOCAL AND STATE CODES, ORDI NS 13 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS C & JOINT COST INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS. ETC. pq PA LIMIT OF PHASE 2 DIRECT OFFICE OFFICE � O ����<� 6 UNLESS INDICATED OTHERWISE ON DRAWINGS. 5 PACKAGE-SEE PHASE 1 DIRECT OFFICE & JOINT COST 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND Q 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 j PA 3 AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO j PA SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. Al 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN Sw• �C* -- KNOWN DURINGTHE- DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO -4340__ / PA C.. G ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL / PA RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. -s} 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, .N �� r, PA �' SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY PA �, \G� PHASING WITH GENERAL CONTRACTOR. �Qpt' CAL , . ;. 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING ` OFFICE 1 1 CONSTRUCTION. f ^ti o G 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. �iQO•� O� G� \ 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. SHEET CONTENTS, qc 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTIONCOMMENCING WORK ,p ♦ �• ° <��< � � e , PC, 12-REFER TO CITY E APPLICABLE. COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS PLAN FA y Q Q QP 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN O \.` Psj QQ� PAVING WORK STOPPAGES OCCUR. .0- � \1 G� �� 15.REFER TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE O� O� QQ. FOR ALL CONSTRUCTION CALLOUTS. ALL CONSTRUCTION ITEMS ARE CALLED OUT ONCE PER SHEET, TYPICAL. O,n cF Q REFERENCE SYMBOL LEGEND 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. :; SEE SHEETS L-X.XX FOR THE FOLLOWING: 17•VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN PA ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE Revisions, ¢ SYMBOL DESCRIPTION FLATWORK. No Revision Description: c/ t^O 1 S.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. P O/, SEE CONSTRUCTION MATERIALS SCHEDULE 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. 1 CityComment , c'0 ,a E-1 SEE SITE ELEMENTS SCHEDULE 2 City Comment FA] CONSULTANTS REFERENCE LEGEND SEE PLAN SHEETS AREA OF RESPONSIBILITY LEGEND 1 LANDSCAPE CONSTRUCTION LEGEND SYMBOL DESCRIPTION O SEE PLAN SHEETS COMMON AREA / JOINT COST AREA INCLUDES ALL � HR CURB WORK UNLESS OTHERWISE NOTED DIRECT RETAIL COST AREA INCLUDES ALL AREAS _ Dates 12-04-06 FROM BACK OF CURB TO BUILDING FACE UNLESS prgyyn By, AEA OTHERWISE NOTED Checked, TJ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET �"� Job a, 03-1199 CURB AND ALL PERIMETER STREET MEDIAN ISLANDS 1 ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, Plot Date 1 10- 16•-07 1— COLLEGE DRIVE AND TECHNOLOGY DRIVE. Plan Sets A-4 DIRECT OFFICE COST AREA INCLUDES ALL AREAS KEY PLAN-NOT TO SCALE FROM BACK OF CURB TO BUILDING FACE UNLESS cc OTHERWISE NOTED o 10 20 ao ■ ■ ■ ■ ■ ■ LIMIT OF WORK L 0 SCALE: 1 "=20'-0" SHEET 2 OF 17 L i K CONSULTANTS REFERENCE LEGEND + SYMBOL DESCRIPTION REMARKS land arc west ❑A CURB AND GUTTER SEE CIVIL ENGINEER PLANS © CONCRETE GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly pl. suite 111 © FIRE HYDRANT SEE CIVIL ENGINEER PLANS newport beach,ca 92660 LIC.No.4340 D WATER METER SEE CIVIL ENGINEER PLANS tel:(949)224-0040 EE PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS fax:(949)224-0044 F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENINGEER PLANS CONSULTANT H DRAIN INLET SEE CIVIL ENGINEER PLANS ❑I ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS Pil BUILDING SEE ARCHITECTURAL PLANS KK CARPORT SEE ARCHITECTURAL PLANS M Q RETAINING WALL SEE CIVIL ENGINEER PLANS E 8 Fml WHEEL STOP SEE CIVIL ENGINEER PLANS to is�■■y ��v�•� so it■ 15 QN SIGN WALL BY SIGNAGE CONSULTANT 1�♦ ••••� pyA/l OF HANDICAP RAMP SEE CIVIL ENGINEER PLANS e-- PA � S£ � pl y,4sF U - v; !•♦♦ ASSESS 2 O/R r-- - _ ♦♦��♦ M£Nr FCl LANDSCAPE CONSTRUCTION LEGEND PA ♦♦�� D/S111.IRI Orr/CE & SYMBOL DESCRIPTION REMARKS '-� ♦♦!♦♦ pER S /Nr Q STONE VENEER LOW SEAT WALL SEE DETAIL 1, SHEET L-1.03 PAAir♦. FpAR COST AND CONSTRUCTION NOTES �♦ '4 r£ PA 2 SPLIT FACE WALL SEE DETAIL 2, SHEET L-1.03 1- 4 ♦♦♦ pAC CKAG L1.1 5 �� l(, F�S� CONCRETE STEPS, NATURAL GREY PA 6 G4,♦� O WITH MEDIUM BROOM FINISH SEE DETAIL 3, SHEET L-1.03 �-z PA ,r = I e r ` ♦��� �4 TRASH ENCLOSURE SEE DETAIL 4, SHEET L-1.03 0 z � QL&j TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 6, SHEET L-1.03 V 6 INTERLOCKING CONCRETE PAVING SEE DETAIL 4, SHEET L-1.03a Cm LO 0 LU Ij Tm 1 PA ♦� 6„ VEHICULAR PAVING NATURAL GREY � I � K � O SEE DETAIL 7 SHEET L-1.03 ILO CONCRETE WITH MEDIUM BROOM FINISH , iimisissmz UjT= Fm r ♦ ® 4 CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1.03 co M z Q II I 11 ♦ WITH MEDIUM BROOM FINISH z ' SEE DETAIL 9, SHEET L-1.03 a # LU z I 8 �9 STONE PAVING AND CONSTRUCTION NOTES PA ■ 10 EO M I SIDE-TAIL 6, SHEET L� W O G FNISI+ = Uj a. y. I14 � -5-� �.:-Rw 11 CONCRETE JOINT DETAIL SEE DETAIL 1, SHEET L-1.03A UJI > 0 �I E O Q OFF CE 7 ■ 12 POTS PER POT PLANTING LEGEND SEE SHEETS L-3.01, 3.02 0. zz J I s� ■ 13 SPLIT FACE WALL AT TRASH ENCLOSURE SEE DETAIL 2, SHEET L-1.03 0 0 � cm < w I 14 KEYSTONE GARDEN WALL SEE DETAIL 3, SHEET L-1 .03 0. > I PA .Q- a. � W ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Q .Q. Q W a co o ♦ Q � VJ > W ■ � _II ♦ Q GENERAL CONSTRUCTION NOTES _ _ p n r ■ 8 PA PA ♦ !� Q 1. ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, W O WALLS, AND OTHER STRUCTURES. Um O ■ . , ♦ FOOTINGS, `O � __4 � ��: ♦ &.. 'Q 2• CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING CODE, (CBC) AND OTHER Mau. a J O PA PA PA . APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. Q Q 0 0 , - O aQ 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONS CO Q cc 1 a INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, PAVING, CURBS, ETC. O 2 . , w V UNLESS INDICATED OTHERWISE ON DRAWINGS. z O _ ■ ''`'' 3 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES DRAWINGS AND y D 9�f E E J CO) N C) ■ . N ■ • ACTUAL FIELD CONDITIONS, NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE FOR r1 • V a CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE -0 (A ■ PA s' • FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. > f�*1 N ■ ' k V 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE ■ ::€:::a O AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES N .0 ■ .' ♦ !� AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO Uj m ■ ''= C� SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. � n0 ■ ♦ _ 5 J •...I 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT ;0 � ■ ~ UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN D 0 ■ ♦ W KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO rn -' "n ■ . �1 ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL ■ RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 0 D - rn . ' x ' ♦ !� PROVIDING SUCH NOTIFICATION. 0 rn ■ n `' Prix • �Q� 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, i ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY D � � ■ -�= p ��' • Q., .� SLEEVES. ETC., O ■ ■ PHASING WITH GENERAL CONTRACTOR. rn 0 ■ ' • O E E I C E ■ O 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING j CONSTRUCTION. tw nlag / ■ IT 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. 0 rm "' ■ i Q 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. ■ :_ ■ 11.VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO ■ COMMENCING WORK. 10 ,■' I :I ■ 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS "�_tl r� ■■ WHERE APPLICABLE. Dats ■ u! ,� ' � 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, ■ - -- '' z COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. C PA it 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHEN 6 PAVING WORK STOPPAGES OCCUR. ■ . PA I � 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 mm Maio mum ® SHEET, TYPICAL. i • CONSTRUCTION �:��■ � ■ ■ � � ■ � � ■ � ♦� 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2X. 0921 ■ ■ ■ ■■ 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN PLAN LIMIT OF PHASE 2 DIRECT OFFICE & JOINT ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE COST PACKAGE-SEE PHASE 1 DIRECT RETAIL FLATwoRK. 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. & JOINT COST PER SEPARATE PACKAGE 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. REFERENCE SYMBOL LEGEND SEE SHEETS L-X.XX FOR THE FOLLOWING: SYMBOL DESCRIPTION Revisions No. Revision Description: C_1 SEE CONSTRUCTION MATERIALS SCHEDULE 1 CityComment FE-_11 SEE SITE ELEMENTS SCHEDULE 2 City Comment A] S�E SPLANNSHEETSTS ERENCE LEGEND LANDSCAPE CONSTRUCTION LEGEND AREA OF RESPONSIBILITY LEGEND O SEE PLAN SHEETS SYMBOL DESCRIPTION SON COMMON AREA / JOINT COST AREA INCLUDES ALL '' CURB WORK UNLESS OTHERWISE NOTED i DIRECT RETAIL COST AREA INCLUDES ALL AREAS � m Date, 12-04-06 s Drawn Sys AEA FROM BACK OF CURB TO BUILDING FACE UNLESS OTHERWISE NOTED Checked TJ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK = OF WALK TO BACK OF CURB OF PERIMETERSTREET Job a, 03-1199 3 CURB AND ALL PERIMETER STREET MEDIAN ISLANDS r� � 44C i ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, m� Plot Dates 10- 16-07 �- COLLEGE DRIVE AND TECHNOLOGY DRIVE. Plan -Set A 4 . DIRECT OFFICE COST AREA INCLUDES ALL AREAS KEY PLAN-NOT TO SCALE �a FROM BACK OF CURB TO BUILDING FACE UNLESS -' OTHERWISE NOTED 0 10 20 40 ■ ■ ■ ■ ■ ■ LIMIT OF WORK L � lm02 SCALE- 1 ' =20'-095 SHEET 3 OF 17 F i 1 O1 POST LOCATION IN CHANGES IN HORIZONTAL AND VERTICAL 2 DIRECTION. SEE CONSTRUCTION 4'-0" MAX. PLAN. land arc + west 2 � 1 1/4" THREAD GALVANIZED CAP. \11-�� Q 1 1 /4" DIAMETER SCHEDULE 40 1 -6 3 GALVANIZED STEEL PIPE POST. 1 O QUICK CRETE PRODUCTS CORP. 00�� 3 THREAD AT TOP TO RECEIVE CAP. w #�Q-V12SWC EPDXY TO MASONRY 3901 westerly pl. suite 111 4 Q1 6 THICK NATURAL GREY q 2 8 x8 x16 PRECISION CONC. BLOCK LIC.No.4340h,cas2sso - - 1/4" X 3" STAINLESS STEEL EYE - - - CONCRETE WITH MED. BROOM a 2 GROUT FILL ALL CELLS SOLID. tel:(949)224-0040 FINISH PER CONST. PLAN & SPECS. >' BOLT. DRILL STEEL POST TO fax: (949)224-0044 2500 PSI O 28 DAYS Z `- RECEIVE EYE BOLT. PROVIDE 1/4" 3 �STONE VENEER SHALL BE CORONADO -® P.S.I. AT 28 DAYS. to 4 HONEY LEDGE CARMEL MOUNTAIN, a PROTO II WALL. FOR WALL 4 STAINLESS STEEL WASHER ON JOINT & PATTERN TO MATCH STRUCT. INFORMATION SEE CONTINUOUS SIDE AND 1 /4 „I ° 6 ARCHITECTURE. VENEER STONE PER 5 Q2 #3 HORIZ. BARS CAD 12" O.C. EA. `O PROTO II WALL DATA SHT. SPLIT LOCK WASHER ON THE NUT CODE AND MANU. RECOMMENDATION CONSULTANT I WAY ® CENTER. OF POUR 3 ih THIS DETAIL IS FOR 6 SIDE. ATTACH EYE BOLT TO POST 5 u CLEAR ALL EDGES TYP. HEIGHT AND ® #4 VERT. BAR AT 16"O.C. ALT. 6 00 APPEARANCE ONLY. 5 WITH 1 /4 NYLON INSERT ° __ 1 BENDS IN FOOTING AS SHOWN. COMPACTED SUBGRADE PER O STAINLESS STEEL LOCK NUT. =1 I I=)I I=III=I Q ° I= =1 I I=I 1= Q -T� 5 ADJACENT FINISH GRADE OR STRUCTURAL SOILS REPORT. 1/4" X 7 1 /2" STAINLESS STEEL o >_ '-1 I 1 1 I I=I I I- - I I—III=1 ' PAVING PER CONST. PLAN. ZZETURN BUCKLE AT RAIL TERMINUS ..I Y I I=1 I I—I I -III I 6 4 HORIZ. BAR AT 16"O.C. CONT. w 0 10 ATTACH TO EYE BOLT. ' I,II I I I I I i l I ' 7 # 10 - I-I 8 O7 RE-COMPACTED SUB-GRADE PER NOTE: 9 \ © 3/16" MULTI STRAND CABLE LOOP SOIL REPORT OR 90% COMPACTION. I= I I= I I ,- 9 ONE END TO TURNBUCKLE WITH o d 9 ® CONCRETE FOOTING SHALL - 1 . 10'-0I " O.C. MAX JOINTS & - 2- 3 16 FERRULE. CABLE TO BE ., 0 -III EXPANSION JOINTS ® 20'-0" O.C. - - CONTINUOUS FROM POST TO ACHIEVE 2500 P.S.I. AT 28 DAYS. MAX. SPACING & 0 ALL CHANGES - =-I�-I - - - - - - - - - - a O9 3-#4 HORIZ. BARS IN FOOTING CONT. j IN DIRECTION. I=\ \= I I=\ =1 \ I_ I=1 __ \= I =I—I= I =I \ I==—=I \ I=__ \ I= POST. =\ I=\ ( ( \ I= I =) ( = ( \ I=\ i=_\ =I \ I=\ I=I \ ==III= ( (= I I= \ I=I I Q RETAINING WALL 4*3"CLR. 3"CLR. 10 #4 BARS AT 16" O.C. ,� EQ. EQ. _ _ _ _ , 2. APPLY 1 /2 RADIUS NOSE ALL =I I =I \ =III=\ =I \ I= \ I= =I I M IEEI \ =\=I I I=\ (=I I (= I I= \ =\ =I I I=\ I= 2 -4 1 1 GROUT BLOCK SECTION EXPOSED EDGES CONT. TYP. -I I =\ I=\ I III= I I=I \ _�I III=I II I I I=\ (=III= \ I=I I = \ I=) I I= I - \ I ® FERRULE STOP AT EACH POST. NOTE: SCALE: 1 "=1 '-0" I =1 I =1 I I I=1 I = \ I III=\ I-I I M _ \_\ I=\ —III=I \ I= \ -I \ _ \= SECTION III=\ I=I =III= ( I= I I=) I= (=III=I = I=) I = I I=I I=III= I = I = i FINISH GRADE SCALE:1 =1 -0" PRE-CAST CONCRETE CAP AVAILABLE _ FROM QUICK CRETE PRODUCTS, CORP. I I=I I=I \ I=I \ I (= I I=I \ I=I \ I=I \ I=I \ I=I Q INSTALL POSTS IN 2 0 MIN. I.D. `� TEL: 909-737-6240\\\X \ GRAY SCHED. 80 PVC. PIPE NOTE: SLEEVES W/COVERT BRAND SECTION 1 . (2) POSTS IN ENTRY CORNER. EPDXY-ICB04846. SCALE: 1 "-1 '-0" ELEVATION 11 WATER PROOF �� MEMBRANE TO BE O Z 2. ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER a j (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. Q COATS PAINT. COLOR PER CONSTRUCTION J SCHEDULE. LC� D—CableBarrierRail 7 e CONCRETE VEHICULAR PAVING 4 CABLE BARRIER RAIL 1 STONE VENEER LOW SEAT WALL LO Z Wry C0 M Z Q O POST LOCATION IN CHANGES IN 0 2 XS X16 PERCISION CONCRETE W C0 O # W Z HORIZONTAL AND VERTICAL BLOCK CAP TO MATCH SPLIT FACE + j DIRECTION. SEE CONSTRUCTION BLOCK �"� J t 4'-0" MAX. PLAN. 1 0 2 TOP TWO COURSES 8"X8"X16 jrw � W � � 2 0 1 1/4" THREAD GALVANIZED CAP. 2 SPLIT-FACE BLOCK (BOTH W > Qj:L � O J Q 1 1/4" DIAMETER SCHEDULE 40 SIDES SPLIT). GROUT FILL a Q1 FINISH GRADE. 2" AT G.C. AND GALVANIZED STEEL PIPE POST. ALL CELLS SOLID. DEEP RAKE Z \ �� J 1" AT TURF AREAS, TYP. 3 THREAD AT TOP TO RECEIVE CAP. JOINTS TO MATCH EXISTING. O W 1 4 1 4" X 3" STAINLESS STEEL EYE BLOCK COLOR TO MATCH Q O APPLY 1/2" RADIUS NOSE ALL O / EXPOSED EDGES CONT. TYP. BOLT. DRILL STEEL POST TO ARCHITECTURE > kV, 2 " RECEIVE EYE BOLT. PROVIDE 1 4" � 8X8X16 SPLIT-FACE ONE � \ �„ W W INTEGRAL COLOR 4 CONCRETE FLATWORK STAINLESS STEEL WASHER ON / SIDE (OUTSIDE) WITH \ W 3 WITH TOP CREST FINISH 4 x 3 PRECISION FACE (INSIDE) Q W Q co ! O 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 � 0 __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 Uj W AT CENTER OF POUR TYP. HOLD �- o ! " 5 WITH 1 4 NYLON INSERT I TO MATCH EXISTING. BLOCK U. COLOR TO 5 2 CLEAR ALL EDGES TYP. / STAINLESS STEEL LOCK NUT. co _ V J I QQ ARCH TECTURETCH LL 6 JOINTS PER CONST. PLAN AND 4" a Q 1/4" X 7 1/2" STAINLESS STEELC0 < 0Q 'Q 5 3 #5 VERT. BAR AT 24 O.C. ( # �PER TYP. "JOINTS DETAIL", 1 �. � >- "TURN BUCKLE AT RAIL TERMINUS O " OR 4 0. j SHT. L-1 .06. ATTACH TO EYE BOLT. 8 6 O 1 -4 O.C.) ALTERNATE BEND IN \ z � \ FOOTING AS SHOWNCO © COMPACTED SUBGRADE PER © 3/16" MULTI STRAND CABLE LOOP 7 ® #4 HORIZ. BAR IN WALL W STRUCTURAL SOILS REPORT. 9 ONE END TO TURNBUCKLE WITH CONTINUOUS O 24" O.C. NOTE: o. �- o- 2- 3/16" FERRULE. CABLE TO BE 85 ADJAC. VEHICULAR CONCRETE— _ 1 . PROVIDE EXPANSION JOINTS O PAVING -I I I �_)—I 11I=I r—I I 1 11-112I I I—III—F I I AT MAX. 25 -0 O.C. AND _ — CONTINUOUS FROM POST TO INTERMEDIATE SCORE JOINT _______ __ ____= POST. _-i= © 8" WIDE NATURAL GREY CONC. — — — — — — — — — — — N a I 1—I_Il—I I— UjW O 10 -o MAX. O.C. FOR 8'-0" I \ I—III—III—III—I I— I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I=III—I I I—I I I , o — _ CURB W/STEEL TRAVEL RUN. WIDE WALKWAY OR LESS. RETAINING WALL PER PROTO II S I �w =,III III-III—I 9 .J III=\ I=1 = I =1 I =III=III=III=III=III=III=III=III=1 \ I=1 1=III=III=1 Y — I I=1I I I „ PROVIDE 2,#4 BAR „CONT. WITH \ CC ALL OTHER JOINT LOCATIONS PLANS. #3 TIES 12 0 C RAD NOSE SEE CONST. PLAN. I—I I —III—III—\ I—III—III—III—III—I i I—III—I I I_I I I—III—I \ I_I \ I—III—III III,— O.C. . 8 FERRULE STOP AT EACH POST. 2. PROVIDE 1-1/2 LBS OF 3/4" I I=�I=1 1=III=III=III=III=III=III=III=III=1 \ 1=III=III-1 \ i=1 I=III=1 0 ° . 10 EXPOSED EDGESImm 0 —I I I=I i M I I=1 I I=1 I I=1 I I=I I I=I i I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I=I I I 9 FINISH GRADE 7 FINISH GRADE � SUPERNET FIBER BY FORTA CORP I t� ° ° ° . VARIES I I=III= I =III=1 1=III=III=III=III=III=III= 11=III=III=III= I I=III=1 FLATWORK.D. OF CONCRETE IN ALL PROTO II WALL. FOR WALL = = 1= _ _ _ _ _ _ _ _ _ _ _ = 10 INSTALL POSTS IN 2" >� MIN. I.D. a ® RECOMPACTED SUB-GRADE, PER STRUCT. INFORMATION SEE GRAY SCHED. 80 PVC. PIPE SOIL REPORT SECTION PROTO II WALL DATA SHT. 3"CLR O CONCRETE FOOTING SHALL ACHIEVE • 1 "-1 '-0" THIS DETAIL IS FOR NOTE: E OXYESCB04846ERT BRAND „ SCALE. - HEIGHT AND 1 . 2 POSTS IN ENTRY CORNER. 3�-0„ 3 CLR 10 2500 P.S.I. AT 28 DAYS ( ) O 3 #4 HORIZONTAL BAR APPEARANCE ONLY. 11 WATER PROOF MEMBRANE TO BE CONTINUOUS IN FOOTING ELEVATION �> SECTION 2. ALL METAL SHALL BE PAINTED W/ONE MEL-ROL LM INSTALL PER c�►i-, (1 ) COAT ENAMEL PRIMER AND TWO (2) MANUFACTURERS RECOMMENDATION. SCALE 3j4"=1 '-O" ' 4 COATS PAINT. COLOR PER CONSTRUCTION SCHEDULE. SCALE: 1"=V-0 �wtl a m 8 4' CONCRETE PAVING 5 CABLE BARRIER RAIL — 8• WALL RISE/FALL TRANSITION D—CableBarrierRail 2 SPLIT FACE WALL AT TRASH ENCLOSURE S Date ��. i 'SOP CA�� 1 SHEET CONTENTS -CO CONSTRUCTION - 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 d • Q2 6"X8"X16 SPLIT-FACE BLOCK ELI 0" °° e m " (BOTHALL IDCELLS P SOLID.GROUT 2 — _ = 11_I— — — t3 -� RAKE JOINTS TO MATCH EXISTING. BLOCK COLOR TO • Z X 3 Revisions CONCRETE CURB a MATCH ARCHITECTURE O OR 4 No. Revision Description: 4 3 #5 VERT. BAR AT 24 O.C. ( # SLOPE 0 1 '-4" O.C.) ALTERNATE BEND IN 1 CityComment VARIES FOOTING AS SHOWN 2 City Comment PARKING ®10, #4 HORIZ. BAR IN WALL 1 FINISH GRADE i � a CONTINUOUS ® 24" O.C. O ® CONC. SUB-BASE ® 3,_0,. 1; _ 5 a 0 STONE PAVING PER PLAN AND 2500 P.S.I. CAD 28 DAYS - _ I 8„ O ADJAC. VEHICULAR CONCRETE NOTES W/WIPED JOINTS. MAX. �5 COMPACTED SUBGRADE PER SOILS REPORT CONCRETE CURB i ! I ( i-L,\IL I' - 6 PAVING MORTAR JOINT 1Y2 . © 6" x 6% 2.9W x 2.9W WWM N I; 7 AT CENTER OF POUR SLOPE 6 CURB W STEEL TRAVEL UN. � 3O 1 MIN. LEVELING MORTAR BASE. _ -� .� g / VARIES L� PROVIDE 2-#4 BAR CONT. WITH NOTE: -\-I i L . .\ s: ; , � 00 _ -li - #3 TIES 12" O.C. "RAD. NOSE Date, 1 2-04-06 -- I I— ° I ? I — KEYSTONE WALL SYSTEM PER - EXPOSED EDGES 1 . FOR ALL CONCRETE IN CONTACT WITH SOIL, PROVIDE PARKING _ ' ' — I i I , , i I=1 I I=I I I— CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AT a ` { MANU€ACTURR S SPECIFICATIONS -=-f f f f f f-f f f-f t+ Q7 Ftt�tSH GRADE Dt'wy�t Bye AEA — I I I I TO MATCH 8 SPLIT FACE 28 DAYS OF 2,500 PSI a IIIy ' ' ; ' '- FAWNSKIN STANDARD COLOR. III- ® RECOMPACTED SUB-GRADE, PER Checked, TJ a , ! ; ; __ � • � —III=i i f } 1 3 �i SOIL REPORT - �a i Job as 03 1199 PROTO 11 WALL. FOR WALL Plot Date, 10— 16—07 w SECTION ° ° STRUCT. INFORMATION SEE � N.T.S. PROTO II WALL DATA SHT. THIS DETAIL IS FOR Plan eta A-4 � HEIGHT AND SECTION SECTION APPEARANCE ONLY. 0 SCALE:1 "=1 '-0" SCALE 3/4"=1 '-0" '` STONE PAVING ON CONCRETE BASE G INTERLOCKING CONCRETE PAVERS SPLIT FACE WALL SHEET 4 OF 17 U.( ! C l 2"MIN. AND 4" MAX. PER LOCAL CODES 1/4„ 1/2„ . . . . land arc + west CONSTRUCTION MATERIAL SCHEDULE � � TYP. TYP. 8 B-B 2-0 DESCRIPTION MANUFACTURER COLOR MATERIAL FINISH PATTERN REMARKS 4 ^ m DESERT ROCK & SUPPLY RANDOM r� 2 C-1 STONE PAVING T.B.D. �> ; y ;> " 3901 westerly pl. suite 111 OR EQUAL (760-328-5877) MIXTURE 1 -099 3 /A! >' _1 _r _ _T _ _ �. __ -' _ f_ _ �__. _ > J f> / _ newport beach,ca 92660 INTERLOCKING CONC. ANGELUS BLOCK CO. - PRE-CST-CONCRETE / > LIC.No.4340 _ �' C-2 RED/BROWN, CREAM/BROWN FLAT EDGES RUNNING BOND o + _._.__` tel: (949)224-0040 PAVERS OR EQUAL (909-328-9115) AND SAND/BROWN HOLLAND 60 MM 1 / 10 __._.____._ fax: (gas)224-0044 ;� 1 1 /2" ° 0 4 N C-3 PEDESTRIAN CONCRETE NATURAL GREY CONCRETE RETARDENT ETCH d�. o PAVING FINISH C-4 PRECAST CONCRETE EDINGER RETARDENT ETCH ' ' • � •' � � •'J � � � o CONSULTANT SEATWALL CAP MATERIALS (714-435-1626) NATURAL GREY CONCRETE FINISH ENLARGEMENT Jam• . - N.T.S. 8 — LEDGESTONE C-5 ON SEATWALL ACE ORREQUA� I I =1 ' ' — �Lvi T.B.D. TO MATCH ARCHITECTURE FINAL COLOR T.B.D. BY o EQ• EQ ° ° ° ° ° � C-6 3/8" MINUS 11� DESERT ROCK & SUPPLY OWNER IN COORDINATION W WETTED, ROLLED/TAMPED ° •• �� 1 '-0" 4 FINES- DIG OR EQUAL (760-328-5877) CITY OF PALM DESERT / TO A FINAL DEPTH OF 2 Q o b�. ° o III=1 �'� FINAL COLOR T.B.D. BY 3"-6" DIA. COBBLE DESERT ROCK & SUPPLY o p =III= 5 • m B TYP 2 OWNER IN COORDINATION W/ ROCK MULCH OR EQUAL (760-328-5877) CITY OF PALM DESERT �• _ OTYPICAL PITCH READ Q 1/ TO FRONT, m 5 FINAL COLOR T.B.D. BY I C � I I I I ' 6 O CONC. STEPS COLOR AND FINISH Ea. EQ. 5 DESERT ROCK & SUPPLY I — PER CONST. SCHEDULE. CONC. TO ® 2'-3' BOULDER OR EQUAL 760-328-5877 OWNER IN COORDINATION W/ M J APPLY 1 2 " RAD. AT ALL EDGES. ( ) CITY OF PALM DESERT U •��• o• 'o — 7 ACHIEVE 2500 P.S.I. ® 28 DAYS. FINAL COLOR T.B.D. BY VERIFY EDGES PER CIVIL ENG. ±10'-2" VERIFY POST DESERT ROCK & SUPPLY PRECISE GRADING PLAN. LOCATION IN FIELD 1 SPUT FACE WALL AND CONC. !, © 3'-4' BOULDER OR EQUAL (760-328-5877) OWNER IN COORDINATION W/ EQ. EQ• %4 #3 ADJAC. LANDING PER CONST. PLAN OCURB PER DETAIL 5, L-1.06 i CITY OF PALM DESERT SECTION FINAL COLOR T.B.D. BY 1 -C BAR AT NOSE 2-CLEAR ©s" VEHICULAR CONC. PAVING DESERT ROCK & SUPPLY SCALE 1 "= 1 '-O" AT ALL EDGES.- DOWEL INTO CHEEK WALL TRASH ENCLOSURE -TYPE •A• PER DETAIL 7. THIS SHT. 4'-5' BOULDER OWNER IN COORDINATION W/ 5 SEE ENLARGEMENT SCALE: N.T.S. QQ DIA. CANE BOLT SLEEVE STEEL TRASH OR EQUAL (760-328-5877) ©POUR STEPS AGAINST RE-COMPACTED ENCLOSURE GATE PER DETAIL 5, CITY OF PALM DESERT ORCO BLOCK CO. GRADE PER STRUCT. SOIL REPORT. THIS SHT. SPLIT FACE WALL HARVEST CONCRETE MACHINED UNIT SPLIT FACE RUNNING BOND TO MATCH ARCH. 7 3 BAR AT 18" O.C. BOTH 05 CONCRETE PARKING LOT CURB OR EQUAL (760-775-5629) TO MATCH ARCH. WAYS AS SHOWN,3" CLEAR ALL EDGES. PER CML ENO. PLAN DOWEL INTO CHEEK WALL ©A" CONCRETE AND RAMP PAVING lie ® 1/4" X 1/4" DEEP SAW CUT GROOVES. PER DETAILS. THIS SHEET CD ©TRASH ENCLOSURE WIiH 5' BACK OR TOOLED STEP TREAD SLIP RESISTANT ACCESS �,TM (AWACEN CHANNEL WITH CONTRASTING COLOR STAIN To Wax). O z PER CONTRUCTION SCHEDULE. ®ADJACENT WALK � V J Cm L � r 4 CONCRETE STEP 1 TRASH ENCLOSURE •TYPE A• LO 1�m Z W r � � 10 t� Q 1 1/4 X /2 DEEP JOINTS FOR ALL Uj # JOINT W/ SEALANT. O W z h ° ° $ 2 TOOLED JOINT 1/2" DEEP, SAW-CUT 1 8" X 1 2" ° 3 1 4" TOOLED RADIUS T . 0 w / TYP. � � � Ll. W ' 4 6"x6"x2.9"Wx2.9"W WWM. AT CENTER W > W J � UO FELT EXPANSION JOINT " ' " 5 #3 BAR X 2 -0 LONG ® 1 -6 O.C. Z Z O COLUMNS/WALLS (FEJ) > 2 6 BURKE KEY-KOLD OR EQUAL QSPLR FACE WALL AND CONC. ..6• CURB PER DETAILS, L-,.od 0 = � Cq a � LLI ®RI" VEHICULAR COW. PAVING ° . 7 3 BAR X 2'-0" 0 1 '-6" O.C. GREASE AND PER DETAIL 7, THIS SHT. T� • RAP ONE END IN EXPANSION JOINT (E.J.) o + @TUB LAR�BOLT " in in � W 8� 1/4 THICK POLYFOAM ENCLOSSURE GATE PER DETAIL 5, Uj . THIS sllr. Uj Q ' '• •w• 4 EXPANSION JOINT W/ SEALANT pcoNCRETE PARKING LOT CURB � . VJ _ W ='• • _ • M .r... O COMPACTED SUBGRADE PER � ' p4�CONCRETE ANDD RAMP PAVING > —III 9 STRUCTURAL SOILS REPORT TYP. 2'-O- ° QPER DETAILLS. THISRE SHEET BACKLU Uj 10 BLDG. CONTROL SCORE JOINT O , COLUMN, OR PLANTERWALL PER PLAN. Rs ACCESS. Q 0. ®HANDICAP TACTILE RAMP !S J l 1 NOTE: INDICATORS � � LL V • •) 1 . CONCRETE THICKNESS STRENGTH B i 4 � � 4 TRASH ENCLOSURE _TYPE •c- COLOR, FIN. AND REINFORCEMENT PER a SCALE: N.T.S. V♦ Q� a 5 CONST. PLAN, NOTES AND DETAILS. O V 2. ALL CONCRETE SHALL BE 2500 P.S.I. ° ° a O 28 DAYS UNLESS OTHERWISE NOTED. J LU C 3. SOIL PRE-SATURATION PER STRUCTURAL e-O•MIN. Q • b SOILS REPORT. °• 6 4. PROVIDE 1 .5 POUNDS OF SUPERNET FIBER BY ' TYP V FORTA CORP. PER CUBIC YARD IN CONC. e 5 FOR ALL CONC. FLATWORK. EQ. EQ. Uj 5. PROVIDE CEMENT TYPE V U.N.O. PER W COLD JOINT STRUCTURAL SOILS REPORTS. ±10'-20 VERIFY Posy I 1 6. FOR ALL CONCRETE IN CONTACT WITH SOIL (C•J•) PROVIDE CONCRETE WITH A MIN. COMPRESSIVE 10C11T10N1N FIELD 3 STRENGTH AT 28 DAYS OF 2500P.S.1. WITH TYPE V CEMENT PLUS POZZOLAN, AND A MAX. 4 WATER AND CEMENT RATIO OF 0.45 UNLESS ° ° ,° 7 GEOTECHNICAL ENGINEER OR BUILDING DEPARTMENT DETERMINES THAT SOIL SULFATE EXPOSURE IS NEGLIGIBLE PER UBC TABLE 19-A-4. CONTINUOUS OTHERWISE NOTED AS DESIGN STREGTH IS 2500P.S.1 ° •° 8 • 7. PROVIDE 1 -1/2 Lbs. OF 3/4" SUPERNET FIBER BY .°�-. _ _ -K•, -• • .R •<. FORTA CORP. PER CU. YD. OF CONCRETE IN —III—III—I I ` III , ,III- I I ALL FLATWORK. 9 EXPANSION JOINTt (E.J.) t� 5 CONCRETE JOINT DETAIL 2 TRASH ENCLOSURE •TYPE B• 9 Date g,-4„ CAL 8 4 VERIFY 10 1 5 8 3 E E -O O1 SPLITFACE MASONRY WALL PER DET. 2, THIS SHEET. SHEET CONTENTS= 11 6 2 X 1 1/2 RECT. 12 GA. TUBULAR STEEL GATE TOP, i 7 CONSTRUCTION 6 3Q 6"X6" 1/4" THICK TUBULAR STEEL POSTS W/ PLATE CAP 2'-0" ., ED TO TOP. DETAILS 1 a 1 "X1 "X1 8" TUBULAR STEEL CROSS MEMBERS. a — — 1 ROW ' ' ' ' . . . . . •°•' .°• .'. 4 �5 PERFORATED 12 GA. METAL PLATE W/ 1/8" DIA. HOLES 04" O.C. —I I=I I ,;, I I i- „ I a a o W . . . . . . . . . . . 8 PAVER — _ _ _ _ — 5 © NON-LOCKING MARQUIS PASSAGE LEVER SET #850-3 AVAIL. BANDING _ — _ — _ _ = 6 FROM ORLEANS ORNAMENTAL IRONS & CASTING g ( —) II I— I ,—, I I I—I I DISTRIBUTIONS,INC. (TEL. 800-824-3608.) 2 = (= I = I I — I- 2 —I I ( I C° . . . . . ' • . . 7 7Q 3-3"X3" HEAVY DUTY HINGES WELD TO SIDE RAIL. PAVERS AT PARKING CURB 00 III III _III— ' ' r SECTION-NTS / �° �� LO • • • — 8 ® 1 1/2 X1 1 /2 12 GA. TUBULAR STEEL MIDRAIL. PAVER AT PLANTING EDGE & WALL Revisions= 9 3/4" DIA. SOLID HEAVY DUTY DROP CANE BOLT WELD TO No. Revision Description: SECTION-NTS ° ° ° ' ° ' 9 O 679 cis 0 RAIL. SET 6" LONG 1 " SCHED. 40 P.V.C. PIPE SLEEVE IN PAVING P $ COMPACTED SWEEP DRY SAND INTO PAVER JOINTS PER MANUF. SPECS. w TO RECEIVE CANE BOLT. 1 CityComment SUBGRADE PER GEO-TECHNICAL SOILS REPORT. 11 6" CONCRETE FLATWORK. PER DETAIL 7, THIS SHEET 2 City Comment \_3 ROW 03 INTERLOCKING CONC. PAVERS. PATTERN, TYPE, SEALER, & 11 1 CU. FT. 3/4" CRUSHED GRAVEL POCKET " TYP 8" PAVER COLOR PER CONST. SCHEDULE & PLAN. 1© #3 BAR HORIZONTAL TIES 0 8" O.C. MAX. BANDING ® ADJACENT BUILDING PER CONST. PLANS & CIVIL ENG. PLANS. � 4- 5 VERTICAL BARS. j 8" YP. ( 5 Dv'" THICK SAND FLAT SETTING BED. # CURB ©AGGREGATE BASE PER GEO-TECHNICAL SOILS REPORT & I III= ° °' °o o = 3 ® POST CONCRETE FOOTING INCORPORTATED INTO WALL --� i °' 4 FOOTING. SHALL ACHIEVE 2500 P.S.I. AT 28 DAYS. � BUILDING MANUF. SPECS. I • EDGE Q7 ADJACENT PLANTER-SEE PLAN FOR PLANTER LOCATIONS = - o I ( I o + • 8 60MM PAVER ATOP CONCRETE SUB-BASE _ ( I —� I I ( I I (_ Date 12-04-06 :. I I 1 I _J - --- 1l 1 l I PER DETAIL AND CONST, SCHEDULE & PLAN. � � lam' ° + + I + W � � I I I ' o f � Drawn By= AEA 1 „ROW @ CONCRETE SUB-BASE SHALL ACHIEVE 2500 PSI 0 28 DAYS ° (- i — ° � 8 PAVER _�, ( _I I . NOTE: Checked, TJ BANDING 10 JOINT, SEE JOINT DETAIL THIS SHEET. '''� 1 . ALL WELDS SHALL BE FILLET WELDS ALL AROUND. 19 3CONC. ADJACENT PARKING LOT CONCRETE CURB. GRIND SMOOTH ALL WELDS. Job «= 03-1199 BANDING W/ 3-#3 BAR CONT. AT 2. PAINT WITH ONE COAT OF ENAMEL PRIMER AND TWO Plot Date, 10- 16-07 a CENTER OF POUR AND #3x 12" BAR 0 12" O.C. 2" °' .° °.' ' •• •a COATS COLOR PER CONST. NOTES. F PAVERS AT PARKING CURB PAVERS AT BUILDING EDGE CLR. ALL EDGES. = o .0 3• ALL MEMBERS TO BE ZINC METALLIZED. A-4 3 ROW M o. Plan Set, NOTES. SECTION PLAN VIEW-NTS PLAN VIEW-NTS 8 PAVER 1 . POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY `14 EQ. EQ. SCALE: "-1 '-0" 0 BANDING COMPACTED FILL PER GEO-TECHNICAL SOILS REPORT. 0 2. CONC. BASE PER GEOTECHNICAL SOILS REPORT. 2'-0" L - 1m04 DIA. . ea 6 INTERLOCKING CONCRETE PAVERS 3 TRASH ENCLOSURE TUBULAR STEEL ATE SHEET F 17 S � S 5 O u 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 j 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 (are + west 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 J 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 ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: OPERATION. EDITION OF THE UNIFORM BUILDING CODE. i WITH THE OBSERVATION SCHEDULE AS NOTED. 3. THE TUBULAR STEEL FENCE CONTRACTOR WILL BE A C-23 CALIFORNIA 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS WILL LICENSED TUBULAR STEEL FENCE CONTRACTOR. 3901 westerlybeach, 926611 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_ ne . No.43ach,ca92860 --- ----- B. PROGRESS VISITS-PERT-ODIC INSPECTIONS WILL BE -- uc. No.asao - (ABOVE AND BELOW GRADE) ANY OTHER LEGAL OR PHYSICAL ELEMENTS, AS 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 fax: (949)224-0044 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. 3. OWNER FROM WILL PROVIDE ROUGH GRADE TO WITHIN 1/1 OTH OF ONE LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. 6. PRIMER-COAT PAINT WILL CONFORM TO FS TT-P-86 TYPE II FOR RED 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. CONSULTANT GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. AND CONSRUCTION TECHNIQUES PRIOR TO COMPLETION OF LEAD/ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINC CHROMATE TYPE PAINT. 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 BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY 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 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL 9. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, AND EXPENSE. PLASTER COAT OF 4 X 4 FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH 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 REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH. 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 30. ALL CONCRETE FLATWORK WILL BE A MINIMUM OF 4" THICK. NOSE ALL WELDS, BOLTS AND ABRADED AREAS. TOUCH UP ALL AREAS WITH THE SAME LANDSCAPE ARCHITECTrS REQUIRED FIELD EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND EDGES AS SHOWN ON THE DETAILS. MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO OBSERVATION WORK= ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. RECEIVE FINISH COATS. 27. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND 31 . ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF 19:. 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. ARCHITECTS WALKS DRIVEWAYS CONCRETE DECKS AND PADS AND TOPS OF PAINT. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. CONSTRUCTION OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE 28. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE CURBS, ETC. FLUSH. THE CONSTRUCTION OBSERVATION SERVICES SET FORTH HEREIN WILL CONSTRUCTION WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT 33. EXPANSION JOINT SPACING IN CONCRETE WALKS OCCURS AT ALL CHANGES O Z SIGNIFICANTLY INCREASE THE RISK OF LOSS RESULTING, FROM DOCUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 10 ON CENTER. Q FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE EXPANSION JOINT MATERIAL WILL BE AS APPROVED BY THE OWNER. BEFORE THEY BECOME COSTLY MISTAKES. IN THE EVENT THAT LAND ARC WESTCONTRACTORS LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 0= 0 J DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, CONTRACTOR'S LICENSE NUMBER. Cq LO a. THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO 29. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE >= F� V� HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER CARPENTRY 0 HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND AGAINST ANY MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; Z W r THE CARPENTER WILL BE A CALIFORNIA LICENSED CONTRACTOR. AND ALL CLAIMS. THEIR BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; 1 . � (j) CO Z Q THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; 2. THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF THEIR SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE N Uj (00 :W W Z FOOT (1 `) ABOVE GRADE (FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE A Y DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES, =Mj < PHOTO OF EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. THIS LIST w i 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE W O WILL BE REQUIRED WITHIN FIFTEEN (15) FROM THE DATE THAT THE CONTRACT EDITION OF THE UNIFORM BUILDING CODE. W a LL CONTRACTOR'S RESPONSIBILITIES WAS AWARDED. W `> 0 J 4. THE CONTRACTOR WILL PERFORM ENTIRE WORK IN ACCORDANCE WITH THE � V O BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN 'Q 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, iL Z J � SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS AND LAYOUT THE WORK AS REQUIRED. ACCURATELY SAW CUT AND FIT LUMBER jr {{ SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. CONCRETE AND MASONRY NOTES, INTO THEIR RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS 0 =) CM < W INDICATED OR REQUIRED AND PERMANENTLY SECURE IN PROPER POSITION WITH 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 ,j> 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. Ir 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. W Ij CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR WILL BE A C-29 PLACE FASTENINGS WITHOUT SPLITTING WOOD; PRE-DRILL WHEN REQUIRED 'Q W 0 co 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 J > W WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. 0 WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT SCREWS THE SAME SIZE AS THE ADDED BOLT. COUNTERBORE THE SAME DEPTH � � w EDITION OF THE UNIFORM BUILDING CODE. AND DIAMETER AS SHANK TO PROVIDE FLUSH INSTALLATION. TURN LAG SCREWS OF CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL Q 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 = V Q J EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO THE Q Q SPECIFICATIONS WHERE APPLICABLE. STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS COMPLETION OF PROJECT. � TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. O � 6. ALL NAILS, CONNECTORS, OR OTHER HARDWARE WILL BE HOT DIPPED j 5. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED Q Z CONTRACTOR. 5. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL HARDWARE BENEATH OR EMBEDDED IN CONCRETE OR MASONRY WALLS WILL BE WILL BE PAINTED TO MATCH WOOD MEMBERS. W 6. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER Q AND APPROVED BY THE OWNER. 7. ALL WOOD WILL BE PRIMED/PAINTED WITH TWO 2 COATS OF PAINT OR > � ri OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE ( ) 6. AGGREGATES FOR CONCRETE WILL BE NATURAL SAND AND ROCK STAINED WITH TWO (2) COATS AS DIRECTED BY THE OWNER AND/OR LANDSCAPE VWORK. Z 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 MANUFACTURER'S PRINTED INSTRUCTIONS AND W 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 CODES, REGULATIONS AND BY THE OWNER. PAINTED. PROTECT SURFACES NOT TO BE PAINTED. CORRECT ANY PAINTING 3: 8. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE CONFORMING TO ASTM C-144 AND C-404. 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. LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE 8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE, MASONRY 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 OR BURIED INTO GRADE WILL BE PRESSURE TREATED DOUGLAS FIR NO. 2 PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. SAMPLE OF EACH TYPE OF CONCRETE FINISH AND COLOR SPECIFIED IN ON THE DRAWINGS. SAMPLES ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE 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 � L LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. WILL BE LIGHTWEIGHT UNIT FM - 1500 PSI 4340 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. 11 . PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR WILL VERIFY, AT 12. GROUT WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT ' Dot THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS 28 DAYS. MIX GROUT IN ACCORDANCE WITH ASTM C 94. N Date AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY 13. ALL CEMENT AGGREGATE, REINFORCING STEEL STRUCTURAL STEEL ETC. �9� ` DISCREPANCIES WILL BE REPORTED TO THE OWNER IMMEDIATELY. WILL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED CALIF 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 OWNERS BE 5" AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 1) Sleeving/Grading CONSTRUCTIONPROVIDING SUCH NOTIFICATION. 15. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE a. Sleeve diameter, type, depth and location DIAMETER OF THE REINFORCING BAR 2'-6" MINIMUM AT ALL SPLICES. LAP ALL NOTES ( ) b. Soil surface drainage, elevations and trash (including weeds rubble)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 wail 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 14. THE CONTRACTOR WILL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. a. Trench depth and location TO COMMENCING WORK. 17. DOWELS FOR WALLS WILL BE SAME SIZE AND SPACING AS THE WALL b. Pipe size and class 15. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR REINFORCEMENT AND WILL LAP WITH THE REINFORCING BAR AS NOTED ABOVE C. Pressure test (125 psi for 6 hours) 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 1 CityComment j 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 2 City Comment DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. 19. WELDING OF REINFORCING STEEL WILL CONFORM TO AWS D12-1 USING 5) Ground Cover (decomposed granite) 17. 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, 6) Final CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED CENTER OF SLAB FOR SLABS ON EARTH. a. Irrigation: OR UNMARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN i) Valves, boxes and wiring A MANNER ACCEPTABLE TO THE OWNER. 2 FOR CONCRETE BELOW GRADE, FORMED. ii) Controller operation and schedule Date 19. PROVIDE ISOLATION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS 3" FOR CONCRETE BELOW GRADE, UNFORMED, iii) Sprinkler, bubbler and/or drip emitter type, flow rate and 2-04 -0 6 gtfantrt3r per plant BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED Drawn By, AEA As built VERTICAL SURFACES. 21 . ALL MASONRY WILL BE REINFORCED GROUTED SOLID MASONRY UNLESS iv) Overall operation v) As built Checked, TJ NOTED 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. toc. Overall IN MASONRY WILL HAVE A MINIMUM GROUT COVERAGE OF 3/4". #�Job 03-1199 21 . ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL 44 CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND 22. SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND/OR INSPECTION Plot Date, 10- 16-07 w WALLS. REQUIREMENTS. 22. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. 23. CONTINUOUS INSPECTION WILL BE PROVIDED BY A TESTING LABORATORY Plan Sets A-4 M 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 V WALLS, PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. `¢ 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE L - 1m05 C j DRAWINGS. SHEET 6 OF 17 �� i EQUIPMENT LEGEND co EXISTING BUILDING WATER METER LOCATIONS-FOR REFERENCE ONLY ' land arc + west 0 EXISTING 1" DOMESTIC IRRIGATION WATER METER LOCATION- FOR REFERENCE ONLY MS ----- --y MS EXISTING 1" R.P. BACKFLOW PREVENTOR-FOR REFERENCE ONLY / �s 77 Dyy X 3901 westerly pl. suite 111 \ WATTS FBV-3 FtJLl BALL\CALVE-M BE LtNE�tZE newport Beach,ca 9M LIC.No.4340 tel:(949)224-0040 // _ f �� j i • Q QUICK COUPLING VALVE -RAINBIRD 33DRC fax:(949)224-0044 f / ♦ � \ ���� RAINBIRD XCZ-100-B-COM 1 DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. / � ♦♦ r '� �, ♦1,` ...�, �s ` �a� �- `� '-�... ' `--_.. CONSULTANT / f f ♦ T ` ,♦ RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE ` ~'f � ♦ /MOF oil � NETAFIM TLO50-MFV-1 AUTOMATIC FLUSH VALVE WITH SPEARS 3/4" BALL VALVE f f / ♦ / 0� p �'� C��I ``�- �� 1 - _� ` -- AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING --_ f f ,/ , � ♦ �, � � ♦ -------. E �'`-���/ TREE BUBBLER-RAINBIRD 1402 BUBBLER -SEE TREE IRRIGATION DETAIL FOR QUANTITY I / f •1��`^ �/S j ?PP/C, Sty 1' `-- -_=� NOT SHOWN RAINBIRD THREADED PRESSURE COMPENSATING EMITTER MODEL PC- 1032 SERIES-WITH / I ♦ , / ' r ij f � ♦ / — ♦1 `' � �R�C al�V DIFFUSER CAP. REFER TO DETAIL AND PLANTING LEGENDS FOR QTY PER PLANT SPECIES. ♦ .__ �I �� ° A C L E IN A L R G OX C IT T j - f cos;, S8'- 1 -� -�� f- COMMUNICATION BOARD- 11 USED OF 18 AVAILABLE SEE CONTROLLER NOTE ON SHT L-2.07 ;� f ♦ / `� i "' ?4C �,q G, -- ___ p EXISTING CONTROLLER B LOCATION FOR REFERENCE ONLY- 13 USED OF 30 STATIONS ♦ / � �' FPS slay—_, -_ B AVAILABLE 411F/ / ♦ �- �- �' 1` 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" /� �� ♦♦ / / • •AN _ _�`` - .____ —0-0-0— WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9"(MAINTAINED BY RETAIL) _ —J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9"(MAINTAINED BY JOINT USE) - z O`� ♦♦ // ``-' -; ,`_ ; Y '` WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" �� // ,� ° ■ SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL I IN '`� WIRE SLEEVES TO BE 2 MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE ---� N LO Q. * E r 3 DENOTES VALVE STATION NUMBER�- / T T 140) DENOTES FLOW F Z W r F- Q` / - - DENOTES VALVE SIZE � '� � z Q / � � � 13 _ W � W k OFFICE 9 ° � � / N U. T E - ( TREE BUBBLER LEGEND J /� l \ ♦ ' lJ 1 - __..! _../ : `` • 0 FLOW Q� ♦ / --== -- C1 SYMBOL SPRINKLER TYPE MODEL NO. PATTERN RATE RADIUS PRES. Z cr J V A5 0 TREE BUBBLER(S) RAINBIRD 1401 BUBBLER 0.50 NIA 30 � T' 46 cc CL F- ° W p co � 3: V OFFICE 8 W w V) LL F- CL Q ♦ / o o E y I oQ) LL -ck ::C j ♦ . L_j ♦ / = �fLij (DW) DOMESTIC WATER UTILITY, TYP. FOR Q (n REFERENCE ONLY. REFER TO CIVIL PLAN. O Va. ♦ % / E i ' i j v e z _I Wems` / / W a _z �, ♦ // / Al . o -_ ___ ,I i > V fA-4\ WW ■ ■ ■ ■ = W ♦♦ A3 1 25 ♦ U ♦ / /' Y -r' Y '"t' ':,, A T \�� Mr 1" 21 ♦ LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST I— _ r ♦ / _ T . ,. REFER TO SHEET L 2.03 THROUGH L 2.07 FOR IRRIGATION NOTES, " o ♦♦ PACKAGE—SEE PHASE 1 DIRECT OFFICE & JOINT COST 'Q LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. �yyyyyy` / OFFICEG ® ♦ PER SEPARATE PACKAGE f .♦ / // E \\ .♦ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE / ♦ (SW) SEWER UTILITY TYP. F 0 R REFERENCE AREA OF RESPONSIBILITY LEGEND BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. ' SYMBOL DESCRIPTION SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION ♦ 0 N LY. REFER TO CIVIL PLAN EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE 1 �, 1 ♦ /' \ A ♦ BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL / ♦ COMMON AREA / JOINT COST AREA INCLUDES ALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR r / ° s� ♦♦ CURB WORK UNLESS OTHERWISE NOTED OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, 1( ' — ♦ — WALLS,OR OTHER HARDSCAPES/STRUCTURES. � T,�// /f­ /' o ♦♦ CONNECT TO EXISTING 2" MAINLINE, DIRECT RETAIL COST AREA INCLUDES ALL AREAS 3 ta�s40 ♦ /i // - ♦♦ ■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS �/ T a t ♦ MASTER VALVE, AND FLOW SENSOR OTHERWISE NOTED PIPE SIZE LEGEND WIRES AS PROVIDED BY PHASE 1 ♦� // le � �\ PLANS ASSESSMENT DISTRICT INCLUDES AREA FROM BACK a� . '1 a ♦i CONNECT CONTROLLER 'A' TO MASTER OF WALK TO BACK OF CURB OF PERIMETERSTREET 3/4" Nj' °ih ♦ T y 1i VALVE AND FLOW SENSOR. CURB AND ALL PERIMETER STREET MEDIAN ISLANDS1' �= CAL OFFICE 11ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, A � COLLEGE DRIVE AND TECHNOLOGY DRIVE. O'�y O,� ' (/' ' DIRECT OFFICE COST AREA INCLUDES ALL AREAS SHEET CONTENTS T ■u■""'■"■"■��"'■ FROM BACK OF CURB TO BUILDING FACE UNLESS 2' OTHERWISE NOTED IRRIGATION - �F ■ ■ ■ ■ ■ ■ LIMIT OF WORK PLAN j L �, ♦ / �,� �� / �� SLEEVE LEGEND cF p O ♦ `" ' ���0����P /' — -- (1)4" SCH. 40 SLEEVE � NO CONFLICTING UTILITIES ON PROJECT AREA ON ALL B (2)4" SCH. 40 SLEEVE t� ♦ / �.�' ��'P� /' �� IRRIGATION/LANDSCAPE DESIGN SHEETS. O,n�d^ ° O�Q�QP� ^ , C (1) 2" SCH. 40 SLEEVE i� `�O ♦' ' - �'<c�' ��`' D (2)2" SCH. 40 SLEEVE F ♦, �, ♦ T " Revisions: ♦ c� a �O�'O // (3) 2 SCH. 40 SLEEVE No. Revision Description: z�`S'� ♦ �Qp G� / I 2 ..P (1) 2 SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. WATER METER J2 I 1 EXISTING 1 " DOMESTIC WATER METER 0 2 (l. J SERIAL N0.3845894 4_Y- / , (t( (' .. -_ DIAL TOLL FREE S I , WATER METER SERIAL N0: 3845897 ; � 02 I I II �-- , a 1-800-227-2600 , i SERIAL N0.3845897 - AL IRRIGATION I L RIGATION SH OWN OUTSID E AT LEAST TWO DAY T S S / HIS METE R CURRENTLY DOES N � � TH E LIM IT OF ; NOT WORK LINE WAS ::.::: .:::.:.::.:;:.;:.;::.::;.;.::.;;:.:::..: ..:::::..::::.: - i' . .:;:_. BEFORE YOU DIG INSTAL LED D DURING PHA 1 IRRIGATE ANY LANDSCAPE. Dates — :.... .:: � � 04 06 { Tj 1 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IS SHOWN FOR REFERECE ONLY. f �. (� Drawn By: DT These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S I-I Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring � efficient landscapeand irrigation design in cooperation with local governingagency(Cityor Job #� 03-1199 J _ ; �') Plot Date. 10- 1 6-07 - � *Approval of this drawing b CVWD Staff does not constitute I t h into r v I. TITFI � o aapproval o encroach PYPPr L= district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of an kind - �-�--- = I� may not be planted or installed in CVWD and USBR easements or right-of-way without first Plan Set. A 3 - z _ obtaining an encroachment permit from CVWD. �\35VWW" a o ' 0 10 20 40 Date 7 Water Management Sup sor }ET z KEY PLAN-NOT TO SCALE L1 9968 SCALE: 20' -0" De IopmentServicesSupervisor SHEET` 7 OF 17 EQUIPMENT LEGEND } EXISTING BUILDING WATER METER LOCATIONS-FOR REFERENCE ONLY land arc + west 0 EXISTING 1" DOMESTIC IRRIGATION WATER METER LOCATION- FOR REFERENCE ONLY ® EXISTING 1" R.P. BACKFLOW PREVENTOR-FOR REFERENCE ONLY 3901 westerly pl. suite 111 --__ WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE newport beach,ca 92660 No.4.W - ' ''-- tel:(949)224-0040 QUICK COUPLING VALVE-RAINBIRD 33DRC fax:")224-0044 MCI— A4C_ `' ` -�- _ `''- RAINBIRD XCZ-100-B-COM 1" DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOR SIZE CONSULTANT MS Ms - - _ -- NETAFIM TL050-MFV-1 AUTOMATIC FLUSH VALVE WITH SPEARS 3/4" BALL VALVE '� _ �`' AFC �� j�C_{ AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING T TREE BUBBLER-RAINBIRD 1402 BUBBLER -SEE TREE IRRIGATION DETAIL FOR QUANTITY 410 �M - � � . !`�� NOT SHOWN RAINBIRD THREADED PRESSURE COMPENSATING EMITTER MODEL PC- 1032 SERIES -WITH DIFFUSER CAP. REFER TO DETAIL AND PLANTING LEGENDS FOR QTY PER PLANT SPECIES. - 1 A• � rW? �� �, COMMUNICATION BOARD- 11 USED OF 18 AVAILABLE SEE CONTROLLER NOTE ON SHT L-2.07 O , / - i 1 7 / f !� , / p EXISTING CONTROLLER BLOCATION - FOR REFERENCE ONLY- 13 USED OF 30 STATIONS AVAILABLE W `-- WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 2411 IM1 t ! N Y r ``.r . 1. - \ n n B _ , �'� , * T p �[ c ' �� / ~ 7� J WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-112 AND SMALLER- BURY 24 j i `ter r 1 s / o 0 o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9 (MAINTAINED BY RETAIL)Ck r --_. 1 � r r \ter � GE j Ai Ld — �r r� Stt i —J j J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9"(MAINTAINED BY JOINT USE) Ljj /T / WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" O T -�- r l SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL II. 7j i r' ! B11 _ r / J WIRE SLEEVES TO BE 2 MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE J Lij -41 r N LO / /. LO ij r' ------_ ;r ``----- 'w _ J� 1 / DENOTES VALVE STATION NUMBER ! ' F- Z W F- OFFICE 7 .''4` ` / / DENOTES FLOW ;.:{,::. ' , DENOTES VALVE SIZE � Z l �� / W U W Z _ o .`., ■f / W _ OC = V %1 TREE BUBBLER LEGEND W p0. ( ) 0 FLOW ' / SYMBOL SPRINKLER TYPE MODEL NO. PATTERN RADIUS PRES. Z Z � V ZE ;, / 4,, / / RATE O W iT NQ � � i t l� l l t t �■ 41 / l ;'S / QT TREE BUBBLER(S) RAINBIRD 1401 BUBBLER 0.50 NIA 30 Ir CL M ff 1' 7 1' 15 l l I l CL F W W I-r1 Z "� O Dn -t , V � �. O .r i / / T U. Q (DW) DOMESTIC WATER UTILITY, TYP. FOR --� o no -'-' ° ° ' �� 2 �� °:r` I , Q d REFERENCE ONLY. REFER T 0 CIVIL PLAN. �' T' REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, Q -_� / O v > 4! // , ,::°' ; LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. -'0 ; -- tit `� SW SEWER UTILITY TYP. FOR REFERENCE n �' PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE �■ ONLY. REFER TO CIVIL PLAN : : ':a ;;,,;. .•' Iv (� T -3: ;;: r; ;:.°;;; ! l ': l' / l BOXES, �-- D 3 r / I / K. f j BACKFLOW PREVENTERS IRRIGATION EQUIPMENT ETC. f'-1 RRIGATION O m 0 ( f 1 V l / a..{ EQUIPMENT OSHAL LOCATED LOCATED IN IN LANDSCAPE�. LOCATE VALVE Z I I ! I 1 1 J l ; BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR rrl / , WW EXISTING 1 " DOMESTIC WATER METER J 2 rmT► -' I ' t l lri OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, J O i WALLS,OR OTHER HARDSCAPES/STRUCTURES. SERIAL NO: 3845894 0 -v THIS METER CURRENTLY IRRIGATES 72 -o > 0 l; I i �l ;1 PIPE SIZE LEGEND '� 1 r� �, r� 33, 062 SQ. FT. �' I ;' 1 AREA OF RESPONSIBILITY LEGEND 3/4� 1' ! I 1' j SYMBOL DESCRIPTION lot I N !f f I 'fr I r C i 4,I Ij jI j COMMON AREA / JOINT COST AREA INCLUDES ALL i �l ��. j;f � f ( ����� CURB WORK UNLESS OTHERWISE NOTED 111 1-1/4° � ? ■1 / \ I 1 �' ' ` r r ! 1-112 tit., OFFICE 6 ;;; s ;� ■� ! 1 I �� �� ? �rj , j DIRECT RETAIL COST AREA INCLUDES ALL AREAS 434 !f fr r< I!t ■■■■■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS 2 -� T T , , ;t 1 I .� ,! i-7-� I!! j OTHERWISE NOTED • e ` j Y to e �� 1 ASSESSMENT DISTRICT INCLUDES AREA FROM BACK cv'_ Ir! ! ate Q. r OF WALK TO BACK OF CURB OF PERIMETERSTREET Nj► SLEEVE LEGEND 9 CURB AND ALL PERIMETER STREET MEDIAN ISLANDS li f f, r r xCP` ( I 1 It; ON COOK, GERALD FORD DRIVE, " B2 , �� `^' I ' ' ' `= � UNIVERSITY PARK CAL I • B1 1' 4 B3 -- ' '� f I '1�1 I ( III' C I COLLEGE DRIVE AND TECHNOLOGY DRIVE. QA (1)4 SCH. 40 SLEEVE 1 e e r r 1 1 i 1' 11 1" 11 -- I ,j ;1' i I�j !' © (2)4" SCH. 40 SLEEVE ..t..._._---._..__-- — .__. _._._._-------- __��_;_ �..r.._..........__. Ir; ; ; DIRECT 0 F F I C E C 0 ST AREA INCLUDES ALL AREAS SHEET C ONT ENT S1 ,` !! t I �� I 11�` i ■�■�■�■��■��■�I■��■ FROM BACK OF CURB TO BUILDING FACE UNLESS © (1) 2" SCH. 40 SLEEVE -� ! i I 1r Itr j I OTHERWISE NOTED " IRRIGATION — LIMIT OF PHASE 2 DIRECT OFFICE & JOINT (2) 2 SCH. 40 SLEEVE COST PACKAGE-SEE PHASE 1 DIRECT RETAIL ' ,'I ;I I li!` ! ■ ■ ■ ■ ■ ■ LIMIT OF WORK . 4 LEEVE PLAN f QE (3) 2 SCH 0 S ....... & JOINT COST PER SEPARATE PACKAGE - I I r --1--; IiI I ( _ (1) 2" SLEEVE FOR VALVE WIRES SHALL tr 1 ACCOMPANY EVERY MAINLINE CROSSING. CONNECT TO ( 1 ) 2" MAINLINE ( 1 ) - ' COMMON WIRE (5) LEAD WIRES. NO CONFLICTING UTILITIES IN PROJECT AREA ON ALL ALL IRRIGATION SHOWN OUTSIDE IRRIGATION SERVED BY METER J2, IRRIGATION/LANDSCAPE DESIGN SHEETS. THE LIMIT OF WORK LINE WAS CONTROLLER 'B' INSTALLED DURING PHASE 1 AND Revisions: IS SHOWN FOR REFERENCE ONLY. No. Revision Description: WATER METER J2 SERIAL NO.3845894 - fl �� , � ` `_ - �__` DIAL TOLL FREE �! f; WATER METER 021-800-227-2600 SERIAL NO. 3845897 ' `]R...:; AT LEAST TWO DAYS BEFORE YOU DIG Date: 1 2—0 4—0 6 _ - > UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn BY; D T These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S H Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring s efficient landscape and irrigation design in cooperation with local governing agency(City or Job a. 03-1199 _! County).* Plot Date 10 16 07 I- - , Approval of this drawing by CVWD Staff does not constitute approval to encroach into i c y f I district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Plan Set A 3 ~ I - BR is right-of-way o t - - �-- �, ll may not be planted or installed in CVWD and US Basemen or righ-o-way rs m obtaining an encroachment permit from CVWD. • 0 I---I -- o 10 20 40 Date �- 7 Water Management Supervisor 2 �- KEY PLAN-NOT TO SCALE L1 gg69 SCALE: 20' - 0" Dev pmentSe Ices Supervisor SHEET $ OF 17 �, i EQUIPMENT LEGEND GENERAL NOTES 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 � EXISTING BUILDING WATER METER LOCATIONS-FOR REFERENCE ONLY land (arc + west pp g p g LANDSCAPE CONTRACTOR nM line sleeves shall be a minimum of twice (2x)the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient EXISTING 1" DOMESTIC IRRIGATION WATER METER LOCATION-FOR REFERENCE ONLY size for the required number of wires under paving. 1. The irrigation contractor shall obtain s opy of the latest edition of the"Coachella Valley Water District General Landscaping Guidelines ® EXISTING 1" R.P. BACKFLOW PREVENTOR- FOR REFERENCE ONLY 2. Pipe sizes shall conform to those shown on the drawing. No substitutions of smaller pipe sizes shall be permitted,but and Irrigation System Design Criteria*. These rules and regulations are incorporated into and made a part of the irrigation specifications,and substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of their provisions shall be carded out by ftcontractor. 3901 westerly pl. suite 111 said w4ectiom2 WATTS FBV-3 FULL PORT BRASS BALL VALVE -TO BE LINE SIZE newpocrt beach,ca 92660 i ApPlreable. -_ - 3. Install all piping between the point of connection and the basket strainer or the R.P.Badcflow preventor as per local codes. 3. Anything contained in the irrigation llp�tficabons 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.Backflow shall be approved by the developer and tel: ((949 22 4-004 same. Irrigation specifications and drawings call for described materials and workmanship,however alternative material and special identification O QUICK COUPLING VALVE-RAINBIRD 33DRC fax:(949)224-0044 the landscape irrigation designer prior to installation. may be used when approved. 5. 117 vac electrical power source at controller location shall be provided by the developer. The irrigation contractor shall 4. The Irrigation Plan is diagrammatic. All irrigation equipment shown within paved areas is for design clarification only and shall be installed in RAINBIRD XCZ-100-B-COM 1" DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. make the final connection from the electrical source to the controller. planting areas only. 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 5. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that obstructions,grade differences or 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 RAINBIRD PEB REMOTE CONTROL VALVE - SEE PLAN FOR SIZE walks,streets,walls,etc. irrigation contractor shall assume full responsibility for any revisions necessary. 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 :NETAFIM TL050-MFV-1 AUTOMATIC FLUSH VALVE WITH SPEARS 314" BALL VALVE 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 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING 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 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. QT TREE BUBBLER-RAINBIRD 1402 BUBBLER -SEE TREE IRRIGATION DETAIL FOR QUANTITY coordinated with other contractors for the location and installation of pipe sleeves through wall,under roadways and paving, 7. Automatic controllers shall be of tine size and type indicated on the plans and installed where shown. Control wires shall be sleeved in electrical etc. 1 conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to j 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 eleclrical outlet to the automatic controller. NOT SHOWN RAINBIRD THREADED PRESSURE COMPENSATING EMITTER MODEL PC- 1032 SERIES -WITH notes. Contractor shall verify water pressures prior to construction. Report any differences between the water pressure 8. All controller wire shall be AWG-UF direct burial type,and all splices and connections shall be made with pentite connectors or approved equal. DIFFUSER CAP. REFER TO DETAIL AND PLANTING LEGENDS FOR QTY PER PLANT SPECIES. 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. representative. 9. Not Applicable. A L E - N T 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 COMMUNICATION BOARD- 11 USED OF 18 AVAILABLE SEE CONTROLLER NOTE ON SHT L-2.07 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, N EXISTING CONTROLLER'B' LOCATION- FOR REFERENCE ONLY- 13 USED OF 30 STATIONS the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary. � AVAILABLE 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.). 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and 12. All mainline,lateral lines and Inigation wire shall be installed in SCH 40 PVC pipe sleeving where they pass under dirt roads and paved areas. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" specifications. Mainlines and lateral lines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. Irrigation control wire shall be sleeved in WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER-BURY 24" 13. The irrigation contractor shall install kbi series adv's(anti drain valves)on all heads in areas where finish grade exceeds SCH 40 PVC pipe 1-inch diameter per ten strand direct burial wire. 1 .4 where post valve shut-off draining of the irrigation head occurs or as directed 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. -o 0 o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9"(MAINTAINED BY RETAIL) 4 The contractor shall provide reduced pcs-pressure compensation screens (perr attached legend)as necessary to All risers shall be SCH 80 PVC pipe. B. All pipe fittings shall be PVC SCH 80,except as noted in Details.C. Use Teflon tape or Teflon pipe dope eliminate overspray onto streets,walks or other areas as directed by the owner's authorized representative, on all PVC male pipe threads on all sprinkler swing joint valves and on all riser threads. -J J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9"(MAINTAINED BY JOINT USE) 15. Shrub heads and risers may be substituted for pop-up heads in planted areas except where adjacent to high traffic areas 14. All pressure mainlines shall be buried 24 inches deep,and all non-pressure laterals 9 inches deep. Trench backfill shall be free of any material Z 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. WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" O 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected,tested and approved. Q 16. Prior to backfilling irrigation trenches: All mainlines in the system shall be capped and pressure tested at 125 psi for a period X SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL V of six hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. WIRE SLEEVES TO BE 2" MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE 1 17. Not Applicable. N LO 18. Not Applicable. T � 19. Not Applicable. LO 20. Not Applicable. DENOTES VALVE STATION NUMBER � Z W 7- �- 21. Not Applicable. DENOTES FLOW 22. When the irrigation system is completed,the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant DENOTES VALVE SIZE # W Q root area. The contractor shall furnish all materials and perform all work required to correct inadequacies of coverage at his own cost. W Z Pe � e4 rn9 � W �- J cr W _ W U. _ U TREE BUBBLER LEGEND W > �4 Q fMBOLSPRINKLER TYPE MODEL NO. PATTERN FLOW RADIUS PRES. "'C J V CL Z Z CITY OF PALM DESERTRATE O W LANDSCAPE INSPECTION SCHEDULE < N < TREE BUBBLER(S) RAINBIRD 1401 BUBBLER 0.50 NIA 30 1 . Sleevin9 9/ Gradin (- W # W W W Cn a. Sleeve diameter, type, depth Q 0 W P and location V � b. Soil surface drainage, elevations and trash No coaFucrlNG unu Esc r�eo,iect AREA ON ALL W - W - W (including weeds & rubble) IRRIGATION/LANDS APE DESIGN SHEETS. Q i z 0 LL 2. Hardscape / Boulders -Cobble Cn Q I- Q a. Sidewalk and wall layout _! Q Z b. Utilities location _I W c. Boulder type, size, weights and placement > I- V Z I 3. Irrigation S stem Rough - In W 'Q Y 9 W J a. Trench depth and location [c j b. Pipe size and class C. Pressure test (125 psi for 6 hours) 0 I 4. Plant Material (trees & shrubs) a. Condition b. Type C. Placement 040 5. Ground Cover (decomposed granite) °-31- �0 1e 7 a. Type b. Depth and spacing cR c. Compaction i 6. Final SHEET CONTENTS: a. Irrigation: IRRIGATION i.) Valves, boxes and wiring NOTES A N D ii.) Controller operation and schedule LEGENDS iii.) Sprinkler, bubbler and/or dnp emitter type, flow rate and quantity per plant. iv.) Overall operation v.) As built b. Tree staking Revisions c. Overall No. Revision Description: Q CVWD PLAN CHECK REVISIONS,SEP 18,2007 S.HOHL I EPRIORO ANY IRRIGATION CONSTRUCTION THE CONTRACTOR SHALL TEST THE STATIC WATER SSURE AT ALL WATER METER LOCATIONS AND REPORT ALL TEST RESULTS TO THE DEVELOPER,THE LANDSCAPE ARCHITECT,AND IRRIGATION DESIGNER. i i DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Date. 12-0 4-0 6 UNDERGROUNO SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn B y: D T -- These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S H Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design in cooperation with local governing agency(City or Job : 03-1199 County). Plot Date: 10- 1 6-07 Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls and permanent structures of any kind ~ Plan Set: A-3 may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from D. m Date M Water Management Supervisor 2 �- ® fps ' , L 19970 De pment Services Supervisory SHEET 9 OF 17 FOR WIRE SIZES NO. 14, 12 AND 10 FOR WIRE SIZES LARGER THAN NO. 10 land .rare + west SLIP BASE SOCKET OVER END STEP 1 STRIP WIRES APPROX.5/8" FROM ENDS OF WIRES. 3901 westerly pl. suite 111 newport beach,ca 92660 --+ STRIP WIRES APPROXIMATELY 5/8" LIC.No.4340 FROM ENDS TWIST ENDS TOGETHER. tel:(949)224-0040fax:(949)224-0044 TAN, BOLT LOCKING STEP 2 TWIST CONNECTOR UNTIL WIRE -----�TAN , BOLT LOCKING PLASTIC APPLY SEALER TO OUTSIDE OF ENDS REACH BOTTOM � VALVE BOX MARK'RCV' ---� 1/2" IN TURF CIRCULAR VALVE BOX-MARKED"BV" T.CHRISTY YELLOW SEALING PLUG. FILL CAVITY WITH FINISH 1" IN SHRUB WITH EXTENSIONS AS NECESSARY FINISH GRADE STATION#TAG <7n c�e1 �Q GRADE — _ — CONSULTANT _ FULL PORT BRASS BALL VALVE, --- Z I PUT CRIMP SLEEVE OVER WIRE ENDS. =IIIIII — = SEE LEGEND FOR TYPE EO 2 = 24" LONG EXPANSION COIL CRIMP SLEEVE AND CUT OFF EXCESSAFTERIIII-IIIIII- IIIII III II-IIIII- MIXI CONTENTS OF i P WIRE. N =IIIIII IIIIII —IIIIII= " — = SCOTCH LOC WIRE STEP 3 SEALING PACK IN ACCORDANCE IIIIII= = 3 LONG SCH. 80 NIPPLE CONNECTORS (OR EQUAL) ---� PULL BASE SOCKET OVER WIRE END WITH INSTRUCTIONS, CUT 1/2" _III IIIIII a AS FAR A POSSIBLE OFF END OF PACK AND INSERT LATERAL AUTOMATIC CONTROL VALVE S CONNECTOR TO OPPOSITE END. ,. SCH.80 PVC T.O.E. NIPPLE a - 0 SCH. 80 THREAD ONE END 2" MIN. `n.y~ rx' .rx. ••.^Aat•`i PUSH SEALING PLUG INTO — FLOW (T.O.E.) NIPPLE-TWO REQ D :.�A:��•``!i�`S�Y'^� Fi ` v :C:iI... :%:�^i a Jtl[: i ii "`T " -""IIIII mm= • SOCKET E II III �� STEP 4 GRAVEL OF 3/4"CRUSHED 8 COMMON BRICK PUSH WIRES TO END OF BASE WRAP OPEN END OF SEALING PACK i ullllul I SUPPORT-4 REQUIRED m BRICK STABILIZER-4 REQUIRED SOCKET TO ASSURE COMPLETE WITH TAPE AND LEAVE IN RAISED — — COMPACTED SUB-GRADE IIIIIIIIIII�IIII� I POSITION N I L __ COMPACTED SUB-GRADE PRESSURE I E Fig-- 1177� SEALING OF CONNECTIONUNTIL RESIN JELLS. IIII — — (APPROXIMATELY 8 MIN.AT 720F.) =IIIIII =IIIIII RAINBIRD PEN-TITE WIRE CONNECTOR OR APPROVED EQUAL I AUTOMATIC VALVE WIRE CONNECTORS FULL PORT BALL VALVE C� Q 0 z CL (0) Q CV L PVC SCH 40 ELL L PVC SCH 80 NIPPLE 1 Z T � — C'7 z Q 30" LONG EXPANSION COIL � � I � O � � Z TAN, BOLT LOCKING PLASTIC CIRCULAR WATER PROOF WIRE CONNECTORS 1-1/2" 1/2"IN TURF VALVE BOX - CARSON 910 HEAT BRANDED 1" IN SHRUB "QCV' TAN , BOLT LOCKING PLASTIC AUTOMATIC CONTROLLER STAINLESS STEEL J 0 FINISH GRADE RECTANGULAR VALVE BOX-MARKED"RCV" TAN BOLT LOCKING Uj � LL = _ = FINISHED G RA WITH EXTENSIONS AS NECESSARY RECTANGULAR VALVE BOX ENCLOSURE-SEE CONTROLLER NOTE FOR W _ QUICK COUPLER VALVE,SEE o W > 0 rL J :: �;,;��:: SPECIFICATIONS (.) OII11IILEGENDFORTYP MARKFV'E �C ON/OFF-GFI SWITCH PER CODE IIIII(-IIIIII-_ IIIII IIIIIIIIII_IIIIII- '' CONTROL ZONE KIT: RAIN BIRD MODEL z _ z Z J V IIIIII = _ SCH. 80 NIPPLE, LENGTH AS \//�\//j�� 3" MIN. %���\' XCZ-100-B-COM- 1" `D FINISH GRADE I — IIIIII �� IIIII EPDXY SEALANT AROUND EDGES REQUIRED AUTO FLUSH VALVE O W � QCV �C = Q \/� � .� �� SCH. 80 THREAD ONE END �— IIII 12"MIN. DEPTH OF 3/4" — � — > CRUSHED GRAVEL (T.O.E.) NIPPLE-TWO REQ'D IIIIII 1/2"X 2"SCH. 80 NIPPLE 6"MIN.THICK POURED CONC. BASE AS T� Cc IIIII REQUIRED BY MANUFACTURERS � � � W W BRICK STABILIZER I SCH. 80 1/2" BALL VALVE M SPECIFICATIONS W W SPEARS SWING JOINT ASSEMBLY _ WITH FXF INLETS SLOPE TO DRAIN PEDESTAL FOUNDATION W Q PART N0:5807-01008. (MIPTXFIPT) I 12" MIN. DEPTH OF 3/4-INCH CRUSHED SALCO PVC FLEX HOSE-2' �_ > W o ONE 0 ° � ° GRAVEL 12" MIN. DEPTH OF 3/4" B �� MIN N 5/8"X 96"COPPER CLAD GROUND ROD- WL W + W ® — ° CRUSHED GRAVEL FINISH GRADE CL ATTACH TO CONTROLLER CABINET PVC SCH. 40 TEE OR ELL PVC MAINLINE J SCH. 40 TEE I - IIIIII= Z 0 Lim a, _-_- PVC MAINLINE, DEPTH AS _ I ==�11 — _ = 3"PVC LONG SWEEP ELL Q Q SCH. 80 T.O.E. NIPPLE IIIIII=1�ifl_IIIIII= a IIIIII—IIIIII REQUIRED I 117 V ON T -1� - DIRECT BURIAL CONTROL WIRE TO CONTROL O Va. STABALIZER BRICKS-4 REQUIRED N—I II — I VALVES j Q z PVC SCH 80 NIPPLE AND PVC SCH 8"COMMON BRICK r— (0 FLOW SENSING WIRE 117 VOLT,60 CYCLE POWER WIRES IN O. W 36" MIN. LENGTH#4 REBAR STABILIZER. ATTACH W/TWO 40 ELL NOTE: CONTRACTOR WILL FLUSH ALL DRIP LINES SUPPORT CONDUIT CONDUIT STAINLESS STEEL STRAPS PRIOR TO TURN OVER TO HOA MAINTENANCE 1"SCH.40 PVC CONDUIT FOR SENSOR WIRES > COMPACTED SUB-GRADE V z i DRIP AUTO / MANUAL FLUSH LLI �C W � QUICK COUPLER DRIP CONTROL ZONE KIT VALVE (BURIED) CONTROLLER = I NOTES: ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER PAVEMENT a34 VEHICULAR AND PEDESTRIAN PAVING. (2)WARNING TAPE LINES: CONTRACTOR SHALL COORDINATE ALL SLEEVING WITH HARDSCAPE 1 -ON TOP OF SLEEVE OR MAINLINE CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. 1 - 12"ABOVE SLEEVE -mew (2)WARNING TAPE LINES ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE Date 1 -ON TOP OF SLEEVE FINISH GRADE Nj9 •1 - 12"ABOVE SLEEVE 6" �OIF CALF UNDER PEDESTRIAN PAVING LATERAL LINE VEHICULAR OR PEDESTRIAN LINE TYPE LOCATION SIZE DEPTH •PAVING-SEE PLAN IN LANDSCAPE <2" 24" PRESSURE < 2-1/2" 24" IIII= — = 2" LAYER OF CLEAN BACKFILL • FOR TYPLATERA LINE SEE LEGEND PRESSURE ->2° 24 IIIIIII MAINLINE >=2-112" 24" SHEET CONTENTS _ -- 0 90% MIN. BACKFILL RELATIVE MAINLINE UNDER VEHICULAR <2" 30" IIIIII PRESSURE MAINLINE IRRIGATION IIIIII W (IIII— •COMPACTION PAVING =>2" 30" 6" MIN. COVER AND 2"BASE UNDER PEDESTRIAN <2-1/2" 24" UNDER VEHICULAR PAVING =IIIII IIII —� CONTROL WIRE BUNDLE DETAILS III= •OF SAND BACKFILL „ O IIII 24 LATERALS 30 Q IIII 2" LAYER OF CLEAN BACKFILL LIU _— PAVING =>2-1/2 a v 12" = MAINLINE-SEE LEGEND FOR <2-1/2" 9" �•, IIIIII_IIIIII IIII- - TYPE. MAINLINE TO BE IN LANDSCAPE _>2-1/2" 9° NOATLES SLEEVED 2X DIAMETER OF LATERAL LINE PLASTIC PIPING TO BE SNAKED IN TRENCHES. MAINLINE UNDER VEHICULAR <2-1/2" 30" IIIIIIIIII 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS. PAVING =>2-1/2" 30" 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN CONTROL WIRE BUNDLE IN A IIIIII=IIIIII=IIIIII—_ IIIIII DIRECTION GREATER THAN 30%. UN-TIE ALL LOOPS AFTER SLEEVE-SEE PLAN FOR UNDER PEDESTRIAN <2-1/2" 12" N IIII I= ALL CONNECTIONS HAVE BEEN MADE. SLEEVE TYPE AND SIZE PAVING =>2-1/2" 12" = IIIIII = 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND Revisions; COMPACTION REQUIREMENTS. No. Revision Description: QCVWD PLAN CHECK REVISIONS,SEP 18,2007 S.HOHL I PIPES UNDER PAVING TRENCHING WHEN MORE THAN ONE GROUP DIAL TOLL FREE OF SLEEVES EXISTS, LOCATE AT 1-800-227-2600 IIII = IIIIII _ SAME LEVEL SIDE BY SIDE. NO AT LEAST TWO DAYS SLEEVE SHALL BE LAYED ON BEFORE YOU DIG TOP OF ONE ANOTHER. Date.e 1 2 -04-06 IIW�II— 616 IIIIII UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn B : DT y IIIIII. — _— III These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S H � IIIIII I I(a Q IIIII= Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring _ 8 Qefficient landscape and irrigation design in cooperation with local governing agency(City or Jobs 03 1199 J IIIIII County). Plot Date 10- 1 6-0 7 Approval of this drawing by CVWD Staff does not constitute approval to encroach into H -11I I I I district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first Plan Set: A-3 2 obtaining an encroachment permit from CVWD. CO MULTIPLE PIPES UNDER PAVING L19971 Date 0) Water Management Supervisor >_ NO CONFLICTING UTILITIES IN PROJECT AREA ON ALL ® 0' 0 IRRIGATION/LANDSCAPE DESIGN SHEETS. _ Devel m fServICASSUIDervisor SHEET 10 OF 17 TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE O ACACIA SALICINA WHEEPING WATTLE 24" BOX STANDARD SINGLE TRUNK L/0.2 land rarc + west ACACIA SHOESTRING 0STENACAC A 24" BOX STANDARD SINGLE TRUNK L/M/0.5 o x -j J✓ � 3901 westerly pl. suite 111 0 0 °os newport beach,ca 92660 RAINBIRD 1402 BUBBLER ACACI7C WTLLARDIANA » o � °U �° � PALO BLANCO 24 BOX STANDARD SINGLE TRUNK L M 0.5 / / LIC.No.4340 p �jD 00 o�° tef:(949)224 0040 �(da oo �°v 00 y fax:(949)224-0044 D o °0' ° °,° C ESEIRT DIUM MUSEUM' HYBRID 24 BOX MULTI-TRUNK L/0.2 ob° , 0 00 080 00 o oo TREE LOCATION-REFER °`- °•�,.�•�-r o ' �-` '0 TO PLANTING PLAN MIN. M o.5 CONSULTANT NOTE: ALL BUBBLERS TO BE SET KOELREUTERIA PANICULATA 24" BOX STANDARD SINGLE TRUNK / GOLDEN RAIN TREE IIIII= V CLEAR FROM ALL HARDSCAPE RAINBIRD 1402 BUBBLER =IIIIII=II =I I I I I j= SURFACES. CAESALPINIA CACALACO III III _ FINISH GRADE O CASCALOTE 24" BOX MULTI-TRUNK L/0.2 -IIIII SCH. 80 PVC RISER RAINBIRD ACV-050 CHECK VALVE IIIII IIIIII -�SCH.40 PVC ELL BAUHINIA CANDIDA 24" BOX STANDARD SINGLE TRUNK M/0.5 J �MARLEX STREET ELL,TYP. WHITE ORCHID TREE 0 SCH. 80 PVC NIPPLE FINAL GRADE 2" SHRUB LEGEND TREE BUBBLER ON —+PVC LATERAL LINE SIZE AS (=1 = RISER DETAIL(THIS SHEET) NOTED ON PLAN SYMBOL NAME QTY. SIZE REMARKS 9° WATER USE _ ROOTBALL ( AGAVE BOVICORNUTA 0 COWSHORN AGAVE 5 GAL 4'-0" O.C. L/0.2 - MARLEX STREET ELL ® AGAVE PARRYI VARIEGATA 5 GAL 2'-0" O.C. L/0.2 — — SCH.40 PVC SxSXT TEE OR PARRYS AGAVE ELBOW AGAVE O OCTOPUSILMORIN AGAVEIANA 5 GAL 5'-0" O.C. L/0.2 —IIIIII-I I = I 1 IIIIIIIIIIIIIIIIIIN DASYLIRION WHEELERI III—III— —III— O DESERT SPOON 5 GAL 6'-0" O.C. L/0.2 FOUQUIERIA SPLENDENS MIN 8'HT M NOTE: SEE TREE LEGEND (THIS SHEET) FOR BUBBLER TYPE AND QUANTITY. OCOTILLO NANES g'-o" O.C. L/0.2 B REFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. CANES HESPERALOE PARVIFOLIA 0 RED YUCCA 5 GAL 4'-0" O.C. L/O.2 O z LEUCOPHYLUM LANGMANIAE 'RIO BRAVO L M 0.5 TREE BUBBLERS TREE BUBBLER ON RISER RIO BRAVO SAGE 5 GAL 6'-0" O.C. / / Q � a. V GROUNDCOVER LEGEND CV r Q. SYMBOL NAME QTY. SIZE REMARKS WATER USE LO qD LANTANA ONTEVIDENSIS 1 GAL 6'-0" O.C. M/0.5 F Z W T� F I NEENEEN co z LANTANA MONTEVIDENSIS 1 GAL 8'-0" O.C. U # PURPLE TRAILING LANTANA M/0.5 O w z < j 2_ I.L. W 0 = W � QILLW > QO. L) o � "(r U , O ::) a � W y oc r �, > CL I- # W W 48"BOX 36" BOX 24"BOX W Q W Q WETTED PATTERN V J > W ROOTBALL INEENES W BUBBLER PLACEMENT Q W TRUNK � = C'3 UL V Q QQ � F- �t� Qz TREE BUBBLER SPACING - V z Mr wW Q J 00 o�a Yi 00 0. oo� . o S� 0 o° �o 04 dD 08 SHRUB LOCATION-REFER TO PLANTING PLAN 0 , 00 08S o° °�8 0 °0 t ,.p 0 1 4340 °N Q 0 RAINBIRD PRESSURE COMPENSATING EMITTER WITH e 10-32 THREADED INLET AND DIFFUSER CAP. SEE FINISH GRADE 2" CHAR�ITY�PE w�I te'n B J P ► at. — 9" ROOTBALL .,,• I . III— CUT TO LENGTH AS REQUIRED 9�� SCHEDULE 40 TEE SXSX1/2"T S CA • I— FI (_ PVC i LATERAL LINE-SEE PLAN FOR SHEET CONTENTS: =I iiiii � I=II _I IRRIGATION NOTE: SEE SHRUB LEGEND(THIS SHEET) FOR EMITTER TYPE AND QUANTITY. DETAILS REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. i EMITTER ON POLYFLEX RISER Revisions.. No. Revision Description: Q CVWD R Md CHECK REVISIONS,SEP 18,2007 S.HOHL 5 GAL 1 GAL V U i a� to DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS 5WETTED PATTERN BEFORE YOU DIG Date 2-0 4-0 6 ROOTBALL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn By: pT EMITTER PLACEMENT These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S H 1. IF SHRUB RECIEVES ONE EMITTER, PLACE ON UPHILL SIDE OF ROOT BALL. Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq.requiring j 2. PLACE EMITTERS OUTSIDE OF ROOTBALL. efficient landscape and irrigation design in cooperation with local governing agency(City or Job 03-1199 J County). Plot Date: 10— 1 6—0 7 *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind SHRUB/CACTI EMITTER SPACING may not be planted or installed in CVWD and USBR easements or right-of-way without first Plan Sets A-3 r� obtaining an encroachment permit from CIm L 1 9972 Date Water Management Supervisor >- NO CONFLICTING UTILITIES IN PROJECT AREA ON ALL2n0b IRRIGATION/LANDSCAPE DESIGN SHEETS. Dev, pment Services Supervisor SHEET 11 OF 17 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 • ! I a. Permits:Contractor shall obtain and pay for all permits required for irrigation installation. Irrigation Systems. 1. INSPECTION SCHEDULE Specifications , 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 I and (are + west • 2. AS BUILT DRAWINGS installed in a 1"PVC Schedule 40 pipe at 24"min.depth. observations. 1.0 BASIC RME SERIES FEATURES a. Record accurately on one set of black and white prints(irrigation drawings),all changes in work constituting departures from the original contract drawings. All conductors shall be the same a and shall be of the sizes shown on the drawings as required forproper operation of the systems. b. As-bufitdrawings must be submitted to the Irrigation Consultant and City of Palm Desert Inspector for approval prior to site inspection;no 1.1 Standard Programming \..", Include changes in both measure and non-pressure print P gP 9 tY Pe PP P pact) og g Capability The controller shall have: Four(4)independently controllable irrigation programs,with five(5)selectable start g P Type: Rainmaster EV-CAB-SEN inspection MINI commence without as-built drawing approval. times,for a total of 20 possible irrigation cycles per day. •Runt me(s)for each station can be set from 1 minute to 9 hrs 59 minutes per station,in b. Upon completion of each increment of work,transfer all such information and dimensions to the prints. Record changes and dimensions in a legible and c. When(INntorming the irrigation coverage test,the contractor shall be responsible for having a two-way communication system or sufficient one-minute increments. -Quick Station(s)programming to allow rapid programming of an entire block of stations,with the same runtime. -Water Days professional manner. When the drawings are approved,the Contractor shall perform all final as-built drawings. c. Dimension from two permanent points of reference(monuments,sidewalks,curbs,pavement). Record information on as-built drawings day-bday as the work 8. WIRE SPLICES personr4L 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 it seven-day cycle O a IEVEy-day cycle,which allows ll program to skip harm 1 to yr days between watering cycles. 3901 westerly pl. suite 111 Pe The water days can be restricted with the selection of ODDIEVEN calendar days. •Manual) activated check/syringe' de to sequential) run __ __ 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. y y y s y"n� y newport beach,ca 92660 and shall he laced in a suitable valve box for easy access. each station for a user selecta6lo_time,with a range-from-one minute up to nine minutes. •Manually activated program cycle to execute a program UC.Na Q40 - d. Show dimensional locations and depths of the following: are required t0 be made,must be approved by the Architect, p type y independently of its programmed start time and water days. •Manually activated station cycle to operate a single station for a selectable period of time 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 from 1 minute to 9 hours 59 minutes. Programmable Master Valve to utilize and control a Master Valve on a ram basis. •Configurable Master tel:((949 22 4-0 4 Point of connection(P.O.C. a. Utilize existingwater meter and backflow prevention unit installed b C.V.W.D. Pro9fax.(949)224 coca P Y Valve Type to select either a Normally Open Master Valve or a Normally Closed Master Valve. •Programmable pump independent of the master valve Backflow prevention assembly 9. LOW VOLTAGE CONTROL WIRING b. Connections to the existing water meter shall be at the meter location shown on the drawings. Minor changes caused by actual site conditions on a per program basis. •Programmable stacking or non-stacking operation of the programs.In the event that programmed start times either within a Basket strainer a. Connections between the controller and remote control valves shall be made with direct burial OF wire,installed in accordance with valve shall be made without additional cost to Owner. Master valve �� program or between programs should overlap,or coincide,the controller can either be programmed to sequentially execute one program after the other r manufacturer's wire chart and specifications. 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 completed(Stack Mode)or to simultaneously execute all programs as their programmed start times occur(No Stack Mode). - Flow senso CONSULTANT 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 backflow prevention unit is to be Programmable delay time between station execution.The programmed delay time can be between 0 to 255 seconds(4 minutes 15 seconds).This 10°C+60*C. submitted to the Irrigation Consultant. capability allows slow-closing valves to completely shut off,before the next valve turns on. Shut-off valves Irrigation control valves c. Wire shield shall be Polyvinyl chloride,60*C rated conforming to UL Standards 493 and 83. ! 3. LAYOUT 1.2 Water Conservation Features The controller shall have: •Flow sensing and control(refer to section 2.0) •Evapotranspiration(ET)based scheduling Automatic controller,and electrical conduits d. Shield shall be surface marked with Paige-Electric,voltage rating,size and type,and UL file number (referon a Central control hardware,communication conduit with pull boxes e. All cables shall be tested physically and electrically in accordance with UL Standard 493,and 83 a. Lay out irrigation heads and make any minor adjustments required due to differences between site and the drawings. Any such deviations in section 3. •Percentage adjustment 0o programmed per program basis to allow an increase or decrease of all station runtimes within that program.The i 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. percentage shall allow adjustment from 0 to 300 r increments. Programmable rain shut off in orders delay the start of irrigation after a rain storm.The controller shall not water during the progmed 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. return to the automatic mode of operation. Manual Rain Switch(Automatic Watering-No Watering)provides a means of quickly fuming off all irrigation 3. CONTROLLER CHARTS Where more than one wire is laced in a trench,the win shall be taped together usingblack electrical toe at intervals of 10 feet. c. All outs in deviation of the design intent shall be approved b the Irrigation Consultant prior toequipment installation. 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 g' p g p P g Pp y g pprograms without disturbing the stored program(s).When the switch is placed in the No Watering position the display shall show"RAIN OFF" Type: Paige 7001-D d. Before starting work on irrigation system,determine that work may proceed without disruption of activities of other trades. Connectivity for any one of the following:rain,moisture,or freeze sensor device.The enabling of this device can be performed on a per program basis. size as construction documents. 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-irrigation programs to b. The Contractor shall provide two 11 x 17 controller charts for each controller supplied,showing the area covered by the automatic controller. f. Contractor is responsible for taking all reasonable investigative ative actions and precautions,when working around an utili s tem. Unde round execute inde independent of this device. •The abili to select either ODD or EVEN da waterin on a r ram basis. en either of these features are 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-Tits,or approved equal. Po g g P g Y tY system. r9 Pe ty Y 9 Pe Pro9 � 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 i rim r computer I 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 prof ogramming water d. Charts shall be black)ne print o co pate pot pa rag e. When completed and approved,hermetical) seal the chart between two pieces of plastic,each piece bein a minimum of 10 mils thick. '. 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 P PPro Y P P P 9 1of (2)foot expansion loop shall be located every 100 feet on continuous wire runs. h. In Bte 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 C the Cycle and Soak programming mode. 'The controller provides a display of the total runtime of the program using the REVIEW feature program 4. OPERATION AND MANUALS k. Sizing of the lead wire shalt be in accordance with irrigation drawings 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 g 9 g features,water budget percentage and inter-station delays. •Optimized water savings.Re-calculated station run times are executed to the nearest a. Prepare all required and necessary descriptive material in complete detail and sufficient quantity,properly prepared in two individually bound copies. Describe wire be less than#14 AWG. second. the material installed in sufficient detail to permit qualified maintenance personnel to understand,operate and maintain the equipment. Each manual shall include 4. ASSEMBLIES I. All leads wires to be#14 AWG the following: a. Routing of irrigation lines as indicated on drawings is diagrammatic. Install lines and various assemblies to conform to details on ans. i Index sheet stating contractor's address and telephone number. m. All common wire shall be#14 AWG. 99 9 ( ) 1.3 Convenience Features The controller shall have: -Easy to understand and use keyboard layout,provides ease of use during programming and n. Use continuous wire between controller and remote control valves. Under no circumstances shall splices exist without prior approval. Any Whenever possible,place all irrigation gate valves, remote control valves,quick couplers,pull boxes,etc.in the shrub planting areas. Irrigation review. •Multiple displays provide a simple way of programming and information review. •During program execution the controller shall display the Duration of guarantee period with guarantee forms. splices allowed shall be installed in a labeled pull box. elements drawn in hardscape areas on the plans are for graphic clarity only and intended to be placed in shrub planting areas. executing program number,the flow in GPM,and the station runtime countdown in hours,minutes and seconds. •Programmable Controller Security 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 modiflcaltions to be made of the controller's programs.This feature is enabled by entering a security access F� 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. 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. �e d. Assemble brass pipe/fittings and plastic pipe I 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 shad display pogrom parameters one by one. Depression and subsequent hold of this key shall allow rapid review of program parameters. Im co 6. GUARANTEE 10. VALVE BOXES 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 I lefin chemical) inert plastic,with 6 inch CL.160 PVC. 5. LINE CLEARANCE " " ! f rice b the Irrigation Consultant. g g �� � y P � h r 24 inches from lines of other trades. 1.4 Diagnostic and Fault Detection The controller shall have: •Programmable audible alarm.When enabled this alarm will chirp once every six O Developer contracted with the Landscape Contractor for a period of one(1)year from date o acceptance y g extension sleeves where required. Valve boxes shall have locking plastic covers. a. AN lines shall have a minimum clearance of 4 inches from each other and 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. The guarantee form shall be written onto the Contractor's letterhead and contain the following information. (Shown as an example only) b. Valve boxes and covers shall be tan 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 oondtion any time a Guarantee for Imtgaation 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. L) I Protect Name Type: Rectangular: Carson 1419 6. TRENCHING advance the fault station to the next programmed station. •Bu1lt4n selFtret allows you to feet various internal circuitry utilizing built-in test capability. Q. 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 Infoimation during power outages or seasonal shut downs.This information is n kftned N T We hereby guarantee that the irrigation system we have furnished and installed forPmject Name,Tract Number Lot Number is flee 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 timew dock with non-volatile badap ID maintain the actual date and time during power ou ftes without the need of batteries.This >_ F 11 materials and workmanship,and the work has been completed in accordance with the drawings,and cations,ordinary wear and tear unusual mouse,or d. Heat branding shall be accomplished using branding Irons specifically designed for this purpose. Heat branding shall not weaken or in an way dimensions shall be considered below sub-grade.rade. eliminates the need to reprogram the dock every time there Is a power outage. -Advanced dnxultcy to aubmaticallq rmorhor hil mal voltages and meet LO p n9 p� 9 P 9 9� Pe Y 9 P � 9 Y Y � neglect expected. We agree to repair or replace any deflects 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-ouC'or error condition. •Automatic electronic fuse which resale Intelligently based upon need. �=- Z W T acceptance and also to repair or replace an damage resulting from the repairing or replacing of such defects at no addrfional cost to the Developer We shall i. Pressure mainlines Common area 24 inches (No user fuses or circuit breakers to reset or fail.) •Intelligent resumption of program execution after power outages to ensure that program alerts are P Y a9 n9 n9 e. Valve box covers shall be tan in color. ( ) not lost The controller intelligently schedules irrigation after any outage while preserving the original water window. •Automatic detecdorh of main line (0 � � (1) cy) Z < 1 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 T Rectangular:Carson ii. Non-pressure lines(Common area)12 inches water breaks.Upon detection the controller shall:shutdown all active i tiro,energize a normal) ( selected),condemn arty future such repairs or replacements within a reasonable time after receipt of such written notice from the Developer,we authorize them to to have said its or Type: g rtiga erg y open master valve of sal ■ . ■ p p � proceed nS� Round: Carson iii. Control wiring(Common areas)24 inches start times,trigger audible and visual alarm indicates. •Automatic detection of unscheduled water flow.Upon detection the controller shall:activate the replacements made at our expense and we will pay for the costs and charges therefore upon demand. f. Round valve boxes shall be used for shut off valves,quick wupler valves. normally open master valve(lf seleded),cmdemn any Lftvslart limas,bigger audible and visual alarm indicators. •Automatic detection of upper � Er ==)Name Here Project Name: Name Owner. Develope► < ir 's 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 .J � O g. Rectangular valve boxes shall be used for remote control valves,master control valves,drip control valves,drip pressure regulator/cove 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. � M � � � Landscape Architect 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 Type: Rectangular: Carson 1419 irregularities. 2.0 FLOW CAPABILIITES a ■ a > Q0. J Tied Number(s) Lot Number(s) 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= dler shall have: •Programmable flow to enable or disable the flow sensor features. •Programmable Clow sensor pipe sizes for standard Rain W Z ZV O 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 progim minable. •Inputs for connects*to a flow sensor. Q The controller shall read the frequency of the sensor by sensing each time a contact closure appeere at the input The controllershall source+8 VDC to J ♦ , Signed. Titre: Date of Signature: 11. CHECK VALVES contractor shall make all required adjustments without cost to the Owner. the sensor. - Programmable main line flow limit from 1-999 GPM defines the maximum allowable flow during scheduled irrigation. •Automatic "� U a. Provide check valves and/or anti-drain valves as may be required by the Irrigation Consultant to prevent drainage of irrigation water from detection of main line water breaks.Upon detection the wnkdler shall:shutdown all alive irigalim energize O N Q Address: 8. HUSHING THE SYSTEM � a��open rsstar valve(d a sprinkler system due to changes in elevation. selected),condemn any future start times,trigger audible and visual alarm indicators. •Programmable unscheduled flow limit from 0.999 GPM definesM T I-- Telephone: b. Anti-drain valves shall be of heavy duty virgin PVC construction with FxM NPT. Internal parts shall be stainless steel and neoprene. Anti-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 during unscheduled irrigation periods. •Automatic detection of unscheduled water flow.Upon cc 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 shall:turn off the fault station,advance the program to the next station,condemn the station from any future watering times, W T 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 0-600 GPM. •Automatic detection of upper stations flow limit.Upon detection the controller 0. �- W V W Date of Signature: suc�rle and visual � W Q alarm indicators. •Programmable flow check delay between one and six minutes(one minute increments).This delay allows alslone to st lln each > W PRODUCTS 12. MISCELLANEOUS EQUIPMENT 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: time a station is turned on/df before limit checks are applied. •Automatic monitoring and display of measured ddon in In Gallons•Per-Minute(GPM) 0 J a. Hose Bibs:Not Applicable a. Trartdtes located under areas where paving,asphaltic concrete or concrete will be installed shall be backfilled with sand and compacted in from 0 to 999 GPM. -Controller utilizes automatic LEARN mode for setting individual station flow Ilrils far the entire controller.A global percentage � W � W 0 1. GENERAL PIPING I ID 95%compaction, i manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the adjustment from 5%to 80%is used to automatically factor upper flow limits for all stations once the nominal values have been measured. •Single W b. Thrust Blocks: Not Applicable � � using P g P P� � � station flow limits can be setup based upon the measured nominal flow or a manually entered value(0�00 GPM). •khtatNgent upper-limit processing for 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 gushed ravel of a roxdmately 314 inch size. No ea ravel shall be used. existing adjacent undisturbed soil and shall be left in flush with the adjoining grade. The irrigation contractor shall set in place cap and pressure LL F- a. � ; Confim 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 P g concurrent station operation. -A water usage meter Indicates tail water used by the contrdler.The water usage meter can be roast at any time. 0 (D J 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. b. Pipe materials shall be used as fellows: �„/,� O 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 3.0 EVAPOTRANSPIRATION(ET)FEATURES OF THE RME EAGLE r�1 T. � 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 ratan stabilizer rods. Quantity of Stabilizing rods shall asphalt paving. 0 Q. 2. Maintines(pressurized) Inch and smaller downsth�eam of baddlow unit Schelde 40 solvent-weld PVC.unless otthetwise noted. be as indicated on the detail drawings. c. Protiide a minimum cover of 18 inches between the top of the pipe and the bottom non-pressure piping(laterals)installed under asphaltic 3.1 ET Operations The controller shell have: •AbWty to enable or disable ET processing on a per program basis. •The ability to use any one of four 3. Mainlines(pressurized)2 inch through 3 inch downstream of baddlow unit:Class 315 solvent,wdd PVC.unless otherwise noted. f. Sprinkler Ties:Not Applicable cOnlslasite paving. different ET sources as the thesis for ihi ET calc,leNors Q (Pn� ) (O 4. Lateral lines:Schedule 40 solvent-weld PVC.V7 and above unless otherwise noted. g. Identification tags with numbers are required on all valves. d. Si eves 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 Type: Christy Tags(yellow background with black lettering) each use• 2. Manually entered ET dada . �=M Q. Q 2. PLASTIC PIPE FITTINGS h. S rinkler head Swi Joint Assemblies:Not hcable 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 3. Rain Master ET measurement device or equivalent > a. Solvent weld pipe,extruded of an improved PVC.virgin i compound featuring high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the P V P r9 pipe fro 9 9 Pa bell Or per local code. 4. Downloaded ET data from the internet(regulme optional hadwa m) Z • The ability to input and store Historical ET date an a monthly basis(12 months);the data is based on a daily average,at the geographic location of the 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 Gutting or breaking existing pavement,and/or if existing pavement is city sidewalk,notify controller. -The ability to store ah ET reference value This value is used during the adjusted station runtime ET calculations. •The ability to j I 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 the City of Palm Desert. All necessary repairs and replacements shall be approved by the Irrigation Consultant and Owner at no additional cost to automatically re-oornperte the user entered station runtime,at the moment of irrigation,utilizing the current ET information.The station runtime is W W extrusion. the Owner. evaluated and adjusted based on days since last irrigation.The controller automatically compensates br changes in weather patterns between irrigation J c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shall be low-volitile. 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 CC I 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 resistance,and high impact strength. Fittings shall conform to ASTM D-1784,and meet the requirements of Dell classification 12454B. Where threads are 10. CONTROLLER seven day period the controller will automatic revert to utilizing Historic,device,or Internet provided daily ET data. •Connectivity to an ET measuring 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 coned closure appears at the input The i required in plastic fittings,these shall be injection molded also. Q I Type: Spears,Lasko,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 salltily to display the e. All threaded nipples shall approved standard weight Schedule 80,with molded threads. c. Contractor shall install separate conduits for control wiring,ground wire and electrical power wires as required. last ET daily value including the source(historical,measured,manually entered,or Internet). •Ability to display the current adjusted runtime as a permit of the base runtime for all ET enabled programs. I f. Nipples on pressurized mainline shall be Sch.80 Thread One End(T.O.E.)with the threaded side attached to the FIPT device and the SLIP end attached to the pressure mainline with a SLIP coupling. 4.0 AVAILABLE RME EAGLE OPTIONS g. Use 314 inch size Teflon tape on all threaded ends. 11. TREE IRRIGATION a. The tree bubblers shall be nozzles constructed out of heavy duly plastic,configured for use with 1/2"male threads. The controller shall have: • Ability to connect to a Rain Master communications cad(tcer►traq to provide connectivity to the Internet •Ability to interface to a Rain Master Weather Station for direct ET measurements. • Ability to connect to a Rain Master Flow sensor or other flow sensor evice. b. Bubblers shall utilize check valve under nozzle to prevent low head drainage. Built-in remote control capability for compatibility with all Rain Master remote control systems. •Connedivvi'ty for any one of the fdWng:rain,freeze,or 3. BRASS PIPE FITTINGS c. Bubblers are pressure compensating full circle pattern. moisture sensor device.The enabling of this device can be performed on a per program basis.This feature allows non-Irigetlon programs Ito execute a. Brass pipe shall be 85%red brass,American National Standard Institute(ANSI),Schedule 40 scxewed pipe. Type: Rain Bird 1400 Series independent of this device. •Availability in a variety of enclosure options including:standard odd rolled steel enclosure with power coat paint,extended AL I b. Fittings shall be medium brass,scewW,125 pound class. _ size cold rolled steel enclosure with station screw terminals.extended size siginleas steel endasure with station screw terminals. •All extended size t � 12. ADJUSTING THE SYSTEM enclosures are available with optional heavy duty lightning protection a3ao 4. BALL VALVES a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to eliminate over spray onto walks,roadways, a. Ball valves 3 inch and smaller shall be of the brand,size and type indicated on the irrigation plans. buildings,walls and other structures. - 1- e b. Refer to legend for type. b. If it is determined that adjustments in the irrigation equipment do not provide adequate coverage,contact the Irrigation Consultant so that aI Date . - v Type: Watts FBV-3 full port brass ball valve adjustments can be made,prior to any planting. a; D to 5. QUICK COUPLING VALVES 13. COVERAGE TEST 9�OP a. Quick coupler valves shall be of the brand,size and type indicated on the irrigation plans. C 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 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 leakage,with female threads opening at base. material is receiving complete and adequate water. le le 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. b. Complete Irrigation application must be accepted by the Irrigation Consultant. Furnish all materials and perform all work required to correct any c. deq d. Quick couplers used with potable water shall have vinyl covers yellow in color. inauaces of application due to deviations from the plans or where the system has been willfully installed as indicated in the drawings,when it is SHEET CONTENTS: Type: Potable Water. Rainbird 33DRC obviously inadequate or inappropriate,without bringing this to the attention of the Irrigation Consultant. e accomplished re any This test shall be befo e. Quick coupler valve shall be operated only with quick coupler key,designed for that purpose. Quick coupler key is inserted into the valve and a positive, plant material is planted(excluding trees). IRRIGATION water-tight connection shall be made between coupler key and valve. Type: Rainbird 33DK(key only) 14. TESTS SPECIFICATIONS f. Locate all quick coupling valves within 12-18 inch of walks,curbs,header boards,or paved areas where applicable. Locate quick coupler valves inside shrub a. AN piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and approved watertight,prior to the paving operation. 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. 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 6. REMOTE CONTROL VALVES inspected,tested,and approved in writing from the City of Palm Desert Allow 48 hours lead time for pressure testing inspections. a. Remote control valves shall be of the brand,size and type indicated on the irrigation plans. b. Furnish necessary force pump and all other test equipment. b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. c. Ted all pressure mainlines under a hydrostatic pressure of 125 PSI for a period of six hours. c. The valve shall be pressure rated up to 200 P.S.I. d. All testing shall be approved prior to the installation of remote control valves,quick couplers,or other valve assemblies. d. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. e. The body and bonnet shall be plastic and the valve shall have a stainless steel control/shut-off stem and manual operator. 15. COMPLETION CLEANING: Type: Domestic Water. Rainbird PEB a. Upon completion of the work, make ground surface-level, remove excess materials,rubbish,debris,etc.,and remove construction and Domestic Drip Assembly:Rainbird XCZ-100-B-COM installation equipment from the premises. f. The valve shall provide for all internal parts to be removable from the top without disturbing the valve installation. 16. LICENSE Revisions: g. Install valves in planting areas and according to the construction details. Only one valve per box will be allowed. Align valve boxes at right angles to adjacent a. All work shall be performed by a C-27,California licensed landscape irrigation contractor. N o. Revision Description: hardscape whenever possible. Where several valve boxes are located in the same area,arrange them in a uniform and orderly fashion. j When grouped together,allow a minimum of 12 inches between valve boxes.Do not group more than two boxes together. Q S.HOHL CVWD PLAN CHECK REVISIONS,SEP 18,2oW END OF SECTION SEE CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE FOR IRRIGATION RELATED INSPECTIONS. Kr DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Date: UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn B y: 6 T These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked. S H Iq Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq.requiring # i efficient landscape and irrigation design in cooperation with local governing agency(City or Job st 03-1199 J County). Plot Date 10- 1 6-0 71- a *Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls and permanent structures of any kind �_ may not be planted or installed in CVWD and USBR easements or right-of-way without first Plan $eft A-3 m obtaining an encroachment permit from C D. L19973 // 0) Date f ' ( r Water anagement Supervisor 2 lldnlh� 0 �° NO CONFLICTING UTILITIES IN PROJECT AREA ON ALL 806 IRRIGATION/LANDSCAPE DESIGN SHEETS. Dever ment Services Su ervisor SHEET 12 O F 17 � ' p (. I i ' I i City of Palm Desert land a r c + west City of Palm Desert Water Calculation Chart Water Calculation Chart Water Meter#J2 THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT Water Meter#02 Maximum Water Allowance ''mwA) CONTROLLER'B'JOINTUSE CONTROLLER'A'OFFICE 3901 westerly pl. suite 111 - Maxi-mum Water Allowance (mwA) - -- newport beach,ca 92660 Input zone 0 LIC.No.4340 Input Zone 0 : Turf Rcotfrtg Depth P" S6tSONAt PERIOD JAN FEB MAR APR MAY JUN JULAUG Sri OCT NOY DEC Turf Roofing Depth 2" SEASONAL PBTI00 JAN FEB MAR APR MAY JUN JULAUG SEP OCT NOY DEC tel: (949)224-0040 Square Footage Calculations Square Footage Calculations Shrub Roofing Depth 4" SEASONAL DAILY ETo .13 .27 .40 .38 .26 .11 Shrub Roofing Depth 4" SEASONAL DAILY ETo .13 .27 .40 .38 .26 .11 fax:(949)224-0044 Depletion Factor 30% Depletion Factor 30% ' Tree&Shrub Square foot 46,337 P � Tree&Shrub Square foot E23,445 Turf Square foot 0 Turf Square foot 0 Total Square foot Cobble/Boulder 0 j Total Square foot Cobble/Boulder 0 Total Waterieature Square footage 0 Soil Type(Textural) Sandy Loam CYCLES PER WEEK-TURF 8 17 25 24 16 7 Soil Type(Textural) Sandy Loam CYCLES PER WEEK-TURF 4 5 6 6 5 3 Total Waterfeature Square footage 0 Total Landscape Square foot 46,337 SQ 9 Field Capacity 14% TURF CROP COEFFICIENT .63 .90 .92 .90 .75 .65 Field Capacity 14% TURF CROP COEFflC1ENT .63 .90 .92 .90 .75 .65 Total Landscape Square foot 23;445 CONSULTANT : Zone No. Eto Water Adj. Total Conversion Factors Total Permanent Wilt Point 6% Permanent Will Point 6 Zone No. Eto Water Adj. Total : Conversion Factors Total Factor Sq.ft. 0.62 748 MWA Factor Sq.ft. 0.62 748 MWA 1 57.01 0.5 0 0.62 748 0 Apparent SpecficGraviry 1.50 CYCLES PEFtWEEK-SHRUB 3 4 5 5 4 3 ApperemSpecific Gravity 1.50 CYCLES PER WEEK-SHRUBS 3 4 5 5 4 3 1 57.01 0.5 0 0.62 748 0 2 66.82 0.5 0 0.62 748 0 I 2 66.82 0.5 0 0.62 748 0 3a 75 0.5 0 0.62 748 : 0 RUN TIMES RUN TIMES 3a 75 0.5 0 0.62 748 0 3b se 0.5 0 0.62 748 0 3b 88 0.5 0 062 748 0 4 93.9 0.5 46337 0.62 748 1803.240285 : ICRO ADJ PRECIP ROOT DEPTH IRRIG ADJ MICRO 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 STA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 4 93.9 0.5 23445 -0:62 748 912.3805A35 FACTOR (INhr) (in) PCT FACTOR ONhr) (In) PCT 1 Drip Medium 0.50 Rahbrd PC Series Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 1 Tree Medium 0.50 Rahbrd 1401 South 90% 1.65 80% 4 113% 6 10 11 11 9 5 Estimated'Water Use 2 Tree Low 0.50 Railbrd1401 FUISun 100% 1.65 80% 4 125% 7 11 13 12 10 6 2 Drip Medium 0.50 RahbirdPCSeries South 90% 1.78 90% 4 100% 5 8 9 9 8 4 Estimated Water Use 3 Tree Medum 0.50 Rahbird1401 Ful Sun t00% 1.65 80% 4 125% 7 11 13 12 10 6 3 Tree Medium 0.50 Ranbrd1401 Fast 75% 1.65 80% 4 94% 5 8 10 9 8 4 Total Number of plants 785 4 Tree Medium 0.50 Rahbrd 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 4 Drip Medium 0.50 Rahbird PC Series Fast 75% 1.78 90% 4 83% 4 7 8 7 6 4 Total Number of plants 404 5 Drip Medium 0.50 Rahbrd PC Series North 60% 1.78 90% 4 67% 3 5 6 6 5 3 5 Ddp Medium 0.50 Ranbird PC Series South 90% 1.78 90% 4 100% 5 8 9 9 8 4 Number of tents by water use °k of TOGI Landscape S°uare FootaOe 6 Tree Medium 0.50 Rahbrd 1401 North 60% 1.65 80% 4 75% 4 6 8 7 6 3 6 Tree Medium 0.50 Rahbrd 1401 South 90% 1.65 00% 4 113% 6 10 11 11 9 5 Number of iants b water use %of Total Landsdaoe Souere Footage 1 Low 506 0.645 29868.181 1 LOW 243 0,601 14101 Sl9 2 Low/Mod 0.000 0.000 7 Drip Medium 0.50 Rahbrd PC Series North 80% 1.78 90% 4 67% 3 5 6 6 5 3 7 Drip Medium 0.50 Ranb rid PC Series Fast 75% 1.76 90% 4 83% 4 7 8 7 6 4 2 Low/Mod 22 0.054 1276.708 3 Mod 196 0.250 11569.493 8 Tree Medium 1,11 Rahbrd 1401 F,,ISun 110% 1,65 80% 4 125% 7 11 13 12 10 6 8 Tree Medium 0.60 Rahbrd 1401 South 90% 1.65 80% 4 113% 6 10 11 11 9 5 3 Mod 54 0.134 3133.738 4 Mod/Hi 0 0.000 0.000 9 Drip Medium 0.50 Rainbrd PC Series Ful Sun 100% 1.78 90% 4 111% 6 9 10 10 6 5 9 Drip Medium 0.50 Ranbird PC Series South 90% 1.78 90% 4 100% 5 8 9 9 8 4 4 Mod/Hi 0 0.000 0.000 5 High 0 0.000 0.000 10 Tree Medium 0.50 Rahbrd 1401 Ful Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 10 Tree Medium 0.50 Rahbrd 1401 East 75% 1.65 00% 4 94% 5 8 10 9 a 4 5 High 0 0.000 0.000 6 Low Trees 24 0.031 14tB.673 11 Drip Medium 0.50 Rainbrd PC Series Full Sun 100% 1.78 90% 4 111% 6 9 10 10 8 5 11 D p Medium 0.50 Ranbid PC Sores Fast 75% 1.78 90% 4 83% 4 7 8 7 6 4 6 Low Trees 30 0.074 1740.965 7 Low/Mod Trees 0 0.000 0.000 7 Low/Mod Trees 52 0.129 3017.673 8 Mod Trees 59 0.075 8482.654 12 Tree Medium 0.50 Rahbrd 1401 Ful Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 12 B Mod Trees 3 0.007 174.097 9 Mod/Hi Tree 0 0.000 0.000 13 Drip Medium 0.50 Rahbrd PC Series FulSun 100% 1.78 90% 4 111% 6 9 10 10 8 5 13 9 Mod/Hi Tree 0 0.000 0.000 10 High Trees 0 0.000 0.000 14 100% 14 10 High Trees 0 0.000 0.000 Total 785 15 100% 15 Total 404 46337.000 16 100% 16 23445,000 SHRUBS 17 100% 17 SHRUBS t8 100% t8 I P-11 I I I Plam/IMgatlon System Type: Zone Irr.Eff. Area Seasonal Factor. PlantArrigation System Type: Zone Irr.Eft. Area Seasonal Plant Factor: S re/Bub/Orl 4 0.9 29M 1 Low Shrub Spray/Bub/Drip4 0.9 14102, 1 :. ': Low Shrub Season :. zonal Eto Plain Area Conversion Factors Estimated. >Season : Zoned Eto Plant Area : :`,ConverslonFactors Estimated 'Value - Fador sq:k. 0.62 748 Irrl::Eff. < Water Use Value Factor sq.f.. 0.82. -748 Irci..Err, Water use Spring 20.69 0.2 29868.18 0.62 748 0.9 113.83 Spring 20.69 0z 14101.82 om 748 0.9 53.74 summer 57.29 0.2 29668.18 -0:62 748 0.9 315.18 THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY - THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY Summer 57.29 : 02 14101:82 062 748 0.9 148.81 Fall Winter 15.97 0.2 29866.18 os2 748 0.9 87.86 Fa"-wtrder 15.97 0.2 14101,82 o.62 748 0.9 41.48 TOTAL 516.8 TOTAL 244.03 CONTROLLER'A'OFFICE P►amm�igaUon System Type: > Zone Irr.Eff. Ana seasonal Plat Factor: CONTROLLER'B'JOINT USE PlantAni Non m T Zone hr. ff. lBub/Drf 4 0.9 0.000 2 Low/Mod Shrub Spaga b/DrI Type: E Area Seasonal Pleat Faeroe /Bub/Drl 4 0.9 1276.708 2 LOw/Mod Shrub Season Zonal.Eto PWrc Area Conversion Factors Estimated value Factor sq.k 0.62 748 1rrl:Ell. Water use: Turf Rooting Depth 4" SEASONAL MIOD JAN FEB MAR APR MAY JUN JULAUG SEP OCT NOV DEC Season Zonal EfD: Plant A ea ConversionFadorsffEzl::edEstimated Turf Rooting Depth 4" SEASONAL PERIOD JAN FEB MAR APR MAY JUN JULAUG SEP OCT NOV DEC "� P 11 z Value Factor ': sq.ff. 0.62 748 an.Eft Spring 20.69 0.36 : 0 0.62 748 0.9 O Spring 20.69 0.35 1276.708 om 748 Summer 57.29 0.39 0 0.62 748 0.9 Shrub Roofing Depth 7" SEASONAL DAILY ETo .13 .27 .40 .38 .26 .11 Shrub Rooting Depth 7" SEASONAL DAILY Efo 13 27 .40 .38 .26 .11 Summer 57,29 0.35 1276.708 0.62 748 Fail-Winter 15.97 0.35 0 0.62 748 0.9 Depletion Factor 30% Fail-winter 15.97 0.35 1276.708 am 748 TOTAL 0,00 Depletion Factor 30% TOTAL Plam/IrrigatIon System Typs: ' zone Irr.Eff. Ana Seasonal Pleat Factor: Soil Type(Textural) Sandy Loam CYCLES PER WEEK-TURF 4 9 13 12 8 4 Soll Type(Textural) Sandy Loam CYCLES P@I W®(•TURF 3 4 5 5 4 3 Spray ubI rip 4 .9 11569A93 3 Mod Shrub Field Capacity 14% TURF CROP COEFFICIENT .63 AO 92 90 .75 .85 Plant/Irrigeilon SYstem_ype: zone Irr.Eff. Area Seasonal Plant Factor: Field Capacity 14% TURF CROP COEFFICIENT .63 .90 .92 .90 .75 .65 LO pray u / tip 4 0 3133.7W 3 : M0 Season Zonal Eto plerrt Area Conversion Factors Estimated Permanent Wilt Point 6% T -Season Zonal Etc: Plant Ares Conversion Factors Estimated : value :Fedor 5q.k 0.62 748 Ini.:Etf, : Water lies:: Permanent Wilt Point 6% value Factor sq.R. 0.62 748 M.Eff: water use Spring 20.69 0.5 11569.49 o.62 748 0.9 110.23 Apparent Specific Gravity 1.50 CYCLES Pell WOK•SHRUBS 3 4 5 5 4 2 Summ 20.69 0.6 3133.738 0.62 748 -0.9 82.67 Summer 15.97 0.5 11569.49 0.62 748 0.9 985•08 Apparent Specific Gravity 1.50 CYCLES PER WEEK-SHRUB 3 4 5 5 4 2LO summer 57.29 0,5 3133.738 0.e2 748 0.9 82.6 Fan-Winter 15.97 0.5 11569.49 062: 748 0.9 65.08 grain TOTAL S3 RUN TIME Igagge- Fact•Winter 15.97 0.5 3133.738 0.62 74e 0.9 23.05 500 RUN TINES TOTAL 135.57 MICRO ADJ PRECIP ROOT DEPTH IRRIG ADJ - Plant/IMgatlon System Type:.. Zone In.Eff. Area Seasonal Plant Factor. MICRO ADJ PRECIP ROOT DEPTH IRRIG ADJ STA RANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR�. JAN FEB MAR APR MAY JUN JULAUG 6Bt OCT NOV DEC � Q STA PLANT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC i Spray/Sub/Drip 4, A 9 0.000 4 Mod/High Shrub FACTOR (INhr) on) PCT PlantMrlgatlonSystem Type: Zone <, Irr.Eff. Area Seasonal Plem FaMor: FACTOR (iNhr) on) PCT ra /Sub/Dri 4 0.9 0.000 4 Mod/High Shrub' Season a Zonal Eto Plain Area Conversion Factors Estimated 1 Tree Medium 0.50 Renbrd 1401 South 90% 1.65 00% 7 113% 6 10 11 11 9 8 e' ri U) LU Z Season Zonal Etc Plant Area :Carvrwaion Factors Estimated Value Factor sq.k: 0.82 748 M.Eff. Water Use 1 Dip Medium 0.50 RanOM PC�eeEB r`fft$Ort tot?% t.78 90% 7 ifi% 5 9 it 10 8 7 s 20.69 0.6 ' 0 0,62 746 0.9 2 Tree Low 0.50 Rahbrd 1401 Full Sun 1 % 1.65 7 1 7 1 2 Oro Medium 0.50 Rahbrd PC Series South 90% 1.78 90% 7 100% 5 8 9 9 8 6 O a� Spring 00 80% 25% 1 13 12 /0 9 Value Factor .ft. 0.82 748 Inv.Eff. :Weler Use sqrr Spring 20.69 0.61 0 0.62 748 0.9 summer 57.29 0.85 0 D.62 748 0.9 3 Tree Medium 0.50 Rahbrd 1401 Ful Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 3 Tree Medium 0.50 Ranbrd 1401 East 75% 1.65 80% 7 94% 5 8 10 9 8 6 Fall-Winter 15.97 0.65 0' 0,62 748 0.9 4 Drip Medium 0.50 Rahbrd PC Series East 75% 1.78 90% 7 83% 4 7 a 7 6 5 Summer 57.29 : -0:65 0 0.� 74b 0.9 4 Tree Aiedum 0.50 Ranbrd1401 Full Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 O Fall-Wints, 15.97 0.65 0 0.62 748 0.9 TOTAL 0.00 5 Drip Medium 0.50 Ranbird PC Series South 90% 1.78 90% 7 100% 5 8 9 9 8 6 5 Drp Medium 0.50 Rahbrd PC Series North 80% 1.78 90% 7 67% 3 5 6 6 5 4 TOTAL 0,00 6 Tree Medium 0.50 Rahbrd 1401 South 90% 1.85 BO% 7 113°4 6 10 11 11 9 8 W mrw Uses 6 Tree Medium 0.50 Rahbrd 1401 North BO% 1.65 80% 7 75% 4 6 8 7 6 5 PlatiVirrigatlon System Type:' Zone Irr.Eff. Area Seasonal Plant Factor: 7 Drip Medium 0.50 Rahbrd PC Series North 60% 1.78 90% 7 67% 3 5 6 8 5 4 7 Drp Alad'um 0.50 Rahbrd PC Sores East 75% 1.78 90°k 7 83% 4 7 6 7 6 5 PlantAtrlgation System Type: Zone Irr.Eff. Area Seasonal Plaid Factor: re Bub/Drip4 0.9' 0.000 5 High Shrub 8 Tree Mad'um 0.50 Rahbrd 1401 Ful Sun 100% 1.65 so% 7 125% 7 11 13 12 10 9 8 Tree M odium 0.50 Rahbrd 1401 South 90% 1.65 80% 7 113% 6 10 11 11 9 8 > Spray/Sub/Drip 4 0.9 0.000 5 HI h Shrub Season Zonal Eto Plant Area' Estimated 9 Drip Medium 0.50 Rahbrd PC Sodas South 90% 1.78 90% 7 100% 5 8 9 9 8 6 Value Fedor k:: 0.62 7aa: Ird.Eff. water use 9 Drp Mecum 0.50 Rahbrd PC Series Ful Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 tti V O Season Zonal Eto Plant Area Estimated � 10 Tree Medium 0.50 Rahbrd 1401 East 75% 1.65 60% 7 94% 5 8 10 9 8 6 a value <. Factor sq.k. 0.62 748: fm.Eff.' wawruse Spring '.20.69 0.8 ::0 "0.62 '748. 0.9 10 Tree Medium 0.50 Rahbrd 1401 FulSun 100% 1.65 80% 7 125% 7 11 13 12 10 9 Summer 57:29 0.8 0 0.62 748 0.9 11 D' Medium 0.50 RantrdPCSeries Full Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 tt Drip Medium 0.50 RanbrdPCSees Teat 75% ,.78 90% 7 83% 4 7 9 7 6 5 s,:Ang 20.69 0.8 -0 D,62 748 0.9 � 12 z xc U Sum 57.29 0!8 0 0,62 748 0.9 Fall-wader 15.97 0.8 0 0.62' 748 0.9 12 Tree Wdum 0.50 Rairibrd1401 Ful Sun- 100% 1.65 80% 7 125% 7 11 13 12 10 9 V Feu-wager 15.97 0.8 0 0.62 748 0.9 TOTAL O.00 13 Drip Medium 0.50 RainbrdPCSaries Full Sun 100% 1.78 90% 7 111% 6 9 10 10 8 7 13 on < OTAL 0.00 14 w TREES 14 t00% 15 I TREES 15 100% 16 PlantIrrigatlon System Type: Zone In.Eff. Area Seasonal Plant Factor: 16 100% Cc -row > PlantMigatlon System Type: Zone Irr.Eff. Area Seasonal Plant ra/Bub/Dri 4 0.75 1416.673 6 Low Tree 17 100% 18 Spiral cc ]Bub/Drip 4 0.76 1740.965 6 Low Tree 17 season Zonal Eto Plain Area - Conversion Factors :.Estimated 18 100% W Season Zonal Etc. Plate Area 'Conversion Factors Estimated Value Factor sq.k.. 0.62 748 Im.Eff, water use W � value Factor sq ft. 0.62 748 Inv.Eff: water use stoning 20.69 0.2 1416.673 o.62 748 0.75 6.48 Q spring 20.69 0.2 1740.965 o.62 748 0.75 7.96 summer 57.29 0.2 1416.673 o.e2 748 0.75 17.94 Summer 15.97 0.2 1740.965 0.62 748 0.75 22.15 Fes-Winter 15.97 0.2 1416.673 0.62 748 0.75 5.00 FaII-Winter 15.97 0:2 1740.965 o.ez 748 0.75 6.15 TOTAL 29.42 � Q TOTAL 36.15 - - � Plam/lmgatlon SYstsm Type: lace In.Eff. Area Seasonal Plant Factor: PIanVirrlgation System Type: Zone Irr.Eff. Area Seasonal Rant Factor: /Bub/Drl 4 0.75 0.000 7 Low/Mod TreeW LL W n Zonal rt re 0.75 Cowers on 7 Low/Mod Tree Sassari Zonal Etc Pram Conversion Factors Estimated IRRIGATION PRESSURE CALCULATION TABLE IRRIGATION PRESSURE CALCULATION TABLE Q. Season Zonal.Etc Plem Area - ConversionFactors Fatimeted Value Factor. sq.k. 0.62 748 Mi.Ed. Water Use F- CL Value Factor 0. .n. 0.82 748 kit.En.: water Use Sumo 20.89 0.35 0 0.62 748 0.75 Summer 57.29 0.35 0 0.62 748 0.75 s0 LJL (M) j ums 57,29 0.35 3017.673 o.e2 748 0.75 66.15 Water Meter No. J2 Size 1 Water Meter No. 02 Size 1" Q summer 57,29 0.35 3017.673 0.62 748 0:75 66.87 Fall 15.97 0:35 0 0.62 748 0.75 rr i a"-Wirrter 15.97 0:35 3017.673 0,62 74e 0;75 18sa TOTAL o.00 Elevation of Meter 177.0' Elevation of Meter 178.0' oTAL 109.es Pard/irrlgatlon System Type: Zone Irr.Elf. Ana Seasonal Ptah Favor: CL /BubMd 4 0.75 9462:654 a NWTree Static Pressure 95.0 psi Static Pressure 94.0 psiSpiral O Plant/brlgaffon System Type: Zone Irr.Eff. Are9 9sssttnel Pram Factor. � z /Bu11/Drl 4 0.75 174.097 B Mod Tree season Zonal Eto P4m Area Conversion Factors Estimated Season Zonal Etc plan r; nFad-a Estimated value Fade, sq.f. 0.62 74S W.Ell. watwum Source of Information Joseph Cicchini -RBF Consulting Source of Information Joseph Cicchini -RBF Consulting Value Fodor ,ft, 0.62 749 : Ind.Eff. water use Spring 20.69 0. 3482.654 o.62 748 0.75 39.82 ring 20.69 0.5 174.0965 0.62 7/6 0.75 1.99 Summe 57.29 0.5 3482.654 o.62 748 0.75 11025 Phone Number 760-346-7481 Phone Number 760-346-7481 summer 57,29 0.5 174.0965 0.62 748 0.75 5.61 FaII'-w soar 15.97 0.5 3482.654 0.62 74e 1 0.76 30,73 Q TOTAL-winter 15.97 0.5 174.0965 0.62 748 0.75 e54 TOTAL 18080 /\/� �� Date of Information 6/30/2000Date of Information 6/30/2000 Plant/Irrlgation System Type: Zone Irr.Elf. Age seasonal Pbrd Factor: VONTROLLER A METER #0-2 (1 ) Basis for Calculation Longest RunlHghest Elevalon/Highest Flow Basis for Calculation Longest Run/Highest ElevaionlHighest Flow Plent/b'rtgation System Type: Zone Irr.Eff. Area Seasonal plant Factor: ra /Bub/Orl 4 0.75 0.000 9 ModMl h Tree z n /Bub/DH 4 0.75 0.000 9 Mod/High Tree Season Zonal Etc Plant Area Conversion Factors Estimated Season Zonal Eto Plaid Area :Conversion Factors .Estimated value .Factor sq.ft: 0,62 748 im:Eff. Water Use Value .Fedor al).ff. °.� ad.E„. Water Use Spring 2°.59 0.65 ° :U.62 748 -. 0.75 CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX Remote Control Valve B4 Size 1" Remote Control Valve A11 Size 1" W Spring 20.69 0.65 0 0.82 748 0.75 Summer 57.29 0.65 0 0.62 74e 0.75 Demand 20 GPM Demand 15 GPM Summer 57.29 0.65 0 0:� 748 0.75 Fag-wine ,5.97 0.65 D 0.82 748 0.75 TOP MOUNT ENCLOSURE. Fail winter 15.97 0.65 0 °.� 748 0.75 TOTAL 0.00 Elevation of highest head 175.0' Elevation of highest head 170.0' wr TOTAL o.00 MODEL NUMBER: PlanUlmgatlon System Type: Zone. Irr:Eff. Area Seasonal Plant Factor: Fetant/lrrigation System Type: zone Irr'Eff' Area Sess"l Plant Factor: /eub/Dd 4 0.75 10 High Tree HS16-RMEI SEGS/HSRSE 1 EV-GROUND I HSFS-100 QTY. SIB ITEM PSI LOSS QTY. SIB ITEM PSI LOSS /Bub/Dri 4 : 0.75 0.000 10 h Tree : Season >.. Zonal Eto Plant Area Converwon Factors ::Estimated j Season Zonal Etc Plant : Area ,Conversion Factors Estimated value, Factor sq.n.. 0.62 748 inl..Eff. '.:Water Use value Fader sq. 0.62 748 Ird:Eff. Water Use spring 20.69 0.8 0 _0.82 0,75 (BID ALTERNATES MODEL NUMBER: 1 1" Water Meter 0.80 1 1" Water Meter 0.80 spring 20.89 0.8 0 01i2 748 0.75 summer 57.29 0.8 0 0.62 748 0.75 Summer 15.97 0.8 ° D.e2 748 0.75 TOTAL` 'S.9' 0.e ° °� '� 075 0.00 HS16-RME18E�IHSRSE 1 EV-GROUND 1 HSFS-100('EGI'INCLUDES I-CENTRAL CARD) 1 1" Backflow Prev. 12.00 1 1" Backflow Prev. 12.E Fail-Winder 15.87 0.8 0 0.62 74e : 0.75 TOTAL 0.00 3 211 Gate Valves 0.50 Total Tree Ana shtytb 1227s2 3 2" Gate Valves 0.50 Total Tree And shrub 5ra.13 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR 1 1.25" Master Valve 4.30 1 1.25" Master Valve 4.30 Plard/Isg lion stem Type: Zone r.Eff. AAA 1SnasonsIPWMFocton 1 1" Flow Sensor 1.00 "Plant,Inigation System Type: Zone frr.Eff, Area Seasonal Plant SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON 1 1 Flow Sensor 1.00 Sproy/eub/od 4 0.6 0 Turf seen Zonal Etc acto „ ComrenaonFaders Estimated PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO 590' 2" Mainline 2.00 900� 2" Mainline 2.00 Season >- Zonal Etc Plant Area ,Conversion Factors 'Estimated Value Factor al);k. 0.62 748- Ind.Eff. : Water Use volus Facts. :. sq,ft. 0.62 748 W.Eff, Water Use Spring '20.69 0.76 0 0.62 748 0.6 sprmo 20.69 0.76 092 7AA os summer 57.2s 0.6 0 om 740 0.6 INSTALLATION. _ 1 1" Automatic Control Valve 2.50 1 1" Automatic Control Valve 2.50 Summer 57.29 0.6 0 0.62 748 0.6 Fall-Winter 15,97 0.76 0 0.62 748 0.6 S/►L d]f Fall-wetter 15.97 0:76 0 0.62 748 0.6 TOTAL Coo AVG. Lateral Line Loss 4.00 AVG. Lateral Line Loss 4.00 TOTAL 0.0D T ALL IRRIGATION DISTRIBUTOR OBTAIN INSPECTION Fittings Loss 10% 2.71 0 aa4o ` Total Turf 0.00 CONTRACTOR0 C DIS R BUTOR TO OB N A REVIEW INS C 0 9 ( ) Fittings Loss (10/o) 2.71 Total Turf o.00 OF CONTROLLER MASTER VALVE AND FLOW METER INSTALLATIONS.CONTRACTOR Elevation Change -0.9 Elevation Change -3.5 alga Plam/trrlgatlon System Type:. Zone Irr.Eff: Area Seasonal PIsM Factor. 1 Plantnrrlgatiun System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Waterfeatum 4 12 MovingIS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT 10-s-00 waterfeature. 4 1 0 12 Moving - ' Season Zonal Etc Plaid Area CortveraionFactors :Estimated Wei ten _Season :Zonal Eto Plant Area ,.ConversionFactors Estimated Value Factor sq.ft. 0.62 748 Ird.Eff. : water Use INSTALLATIONS ARE RECOMMENDED AND APPROVED. Total System Losses 29 psi Total System Losses 26 psi D Value Factor sq.ft. 0.62 748 W.Eff. Water Use Spring 20.69 1.2 0 0.62: 748 1 ate Spring 20.69 1.2 0 0.62 748 1 Summer 57.29 TL2 0 0.62 748 1 summer 57.29 1.2 0 0.62 748 1 .Fall wimer 15.97 1.2 0 0.62 748 1 Pressure Required to operate head 30 psi Pressure Required to operate head 30 psi 9 �� Fail-winter 15.97 1.2 0 o.62 748 : 1 TOTAL TOTAL 0-� CONTROLLER V IS EXISTING Total Pressure Required 59 psi � CALIF ' Total Watetf�ture 0.00 Total Waterteature o.00 �1 P Total Pressure Required 56 psi Total Estimated water use 1227.62 Lowest Static Pressure Available 95 psi Lowest Static Pressure Available 94 psi Total.Estimated water lies 573.13 � p Pre-set Regulated Pressure 65 psi it Pre-set Regulated Pressure 68 psi `� p SHEET CONTENTS Residual Pressure 27 psi Residual Pressure 29 psi IRRIGATION SCHEDULES & PRESSURE CALCULATIONS i WATER USAGE ESTIMATION CVWD WATER USAGE ESTIMATION CVWD WATER USAGE ESTIMATION CVWD METER 0-2 Revisions METER J-2 - PHASE 1 - PREVIOUSLY APPROVED METER J-2 - PHASE 1 AND 2 COMBINED TOTAL No. Revision Description: CATEGORY UNITS LOW MEDIUM CATEGORY UNITS LOW MEDIUM CATEGORY UNITS LOW MEDIUM Q CVWD PLAN CHECK REVISIONS,SEP 18,2W7 YEARLY ETo Inches/Year 93.90 93.90 YEARLY ETo * Inches /Year 93.90 93.90 YEARLY ETo * Inches /Year 93.90 93.90 S.HOHL AREA OF HYDROZONE Square Feet 16,223 6,953 AREA OF HYDROZONE Square Feet 21,491 11,572 AREA OF HYDROZONE Square Feet 30,119 17,145 PERCENT AREA USE 70% 30% o o ° 36% PERCENT AREA USE 65/0 35/o PERCENT AREA USE 64/0 YEARLY AVG PLANT FACTOR(PF) 0.20 0.50 0.80 0.50 1.00 YEARLY AVG PLANT FACTOR(PF) 0.20 0.50 0.80 0.50 1.00 YEARLY AVG PLANT FACTOR(PF) 0.20 0.50 0.80 0.50 1.00 ESTIMATED EFFICIENCY IE Percents a 0.90 0.90 0.70 0,85 1.00 ESTIMATED EFFICIENCY (IE) Percentage 0.90 0.90 0.70 0.85 1.00 ESTIMATED EFFICIENCY (IE) Percentage 0.90 0.90 0.70 0.85 1.00 HCF/Year 281 301 HCF/Year 372 500 HCF/Year 521 741 DIAL TOLL ESTIMATED WATER USAGE (EAAWU) Gallons /Year 209,885 224,8 77 ESTIMATED WATER USAGE (EAAWU) Gallons /Year 278,036 374,279 ESTIMATED WATER USAGE (EAAWU) Gallons /Year 389,660 554,516 OL FREE Ac Ft. /Year 0.64 0.69 Ac Ft. /Year 0.85 1.15 Ac Ft. /Year 1.20 1.70 1-800-227-2600 HCF/Year 581 HCF/Year 872 HCF/Year 1,262 AT LEAST TWO DAYS TOTAL USAGE FOR ALL LANDSCAPE Gallons /Year 434,762 TOTAL USAGE FOR ALL LANDSCAPE Gallons I Year 652,314 TOTAL USAGE FOR ALL LANDSCAPE Gallons /Year 944,177 BEFORE YOU DIG Ac Ft, /Year 1.334 Ac Ft, /Year 2.OU2 �1c Ft. /rear 2. 8 Date.. 1 2 -04-0 6 MAXIMUM WATER ALLOWANCE HCF /Year 1,082 HCF/Year 1,544 HCF/Year 2,207 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Drawn B Gallons /Year 809,556 MAXIMUM WATER ALLOWANCE MAXIMUM WATER ALLOWANCE y� DT (MAAWA) Gallons I Year 1,154,917 Gallons I Year 1,650,960 Ac Ft. /Year 2.48 (MAAWA) G Ft. /Year 3.54 (MAAWA) G Ft. /Year 5.07 These plans have been reviewed*by the Coachella Valley Water District in accordance with Checked: S H FORMULAS TOTAL LANDSCAPE AREA Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring # FORMULAS TOTAL LANDSCAPE AREA FORMULAS TOTAL LANDSCAPE AREA efficient landscape and irrigation design in cooperation with local governing agency(City or Jobs 03-1199 J MAAWA = AREA x Eto x .60 x .62 23,176 SQ. FT. MAAWA =AREA x Eto x .60 x .62 33,063 SQ. FT. MAAWA = AREA x Eto x .60 x .62 47,264 SQ, FT. County). Q EAAWU = AREA x Eto x PF x .62/ IE 0.53 ACRES EAAWU =AREA x Eto x PF x .62/ IE 0.76 ACRES EAAWU = AREA x Eto x PF x .62/ IE 1.09 ACRES *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Plot Date: 1 0- 1 6-0 7 I- ----------- - -- -- ---- --- district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind Plan Set. A-3 may not be planted or installed in CVWD and USBR easements or right-of-waywithout first � obtaining an encroachment permit from D. L 19974 Date - 4 -4� ater Management Supervisor NO CONFLICTING UTILITIES IN PROJECT AREA ON ALL C'> L - 2w07 ems, IRRIGATION/LANDSCAPE DESIGN SHEETS. _ Dev anent Services - pSupervisor- SHEET 13 OF 17 J_" TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE land 000� arc + west J O ACACIA SMALLII 3 24" BOX MULTI-TRUNK L/0.2 INCN v 3901 westerly pl. suite 111 OACACIA SAUCINA 4 24" BOX STANDARD SINGLE TRUNK L/0.2 newport beach,ca 92660 WHEEPING WATTLE LIC.No.4340 - - _ tel:(949)224 40 ACACIA STENOPHYLLA fax:(949)224-0044 SHOESTRING ACACIA 9 24" BOX STANDARD SINGLE TRUNK L/M/0.5 OPALO WILLARDIANA 7 24" BOX STANDARD SINGLE TRUNK L/M/0.5 CONSULTANT I CERCIDIUM HYBRID 3 24" BOX MULTI-TRUNK L/0.2 'DESERT MUSEUM' KOELREUTERIA PANICULATA GOLDEN RAIN TREE 2 24" BOX STANDARD SINGLE TRUNK M/0.5 T3� l OCAESALPINIA CACALACO L 0.2 CASCALOTE 6 24" BOX MULTI-TRUNK / tagg "pall to Is ®® ♦ p OF CERCIPIUM PRAECOX �r y'4SF 'SONORAN PALO VERDE' 2 24" BOX MULTI-TRUNK L/0.2 ♦1 O —. ♦♦♦♦ SSFSS D�R� ♦♦ ME Crf CERCIDIUM FLORIDUM Y . . -.. �..1/ ♦ V-, 0 , ♦♦ Nr D/Sr OFFjC �� BLUE PALO VERDE 1 24" BOX MULTI-TRUNK L/0,2 O n� s� __ ♦ Ricr � ♦ pER ✓O ----� ♦♦ . ♦♦ S p r COS LEGEND � AR r SHRUB f p w.£ ♦ q C 9C4(� SYMBOL NAME QTY. SIZE REMARKS WATER USE cc4 �� J 1' M ♦ q G'E SF AGAVE BOVICORNUTA " Y.i 1Y,. 'k ` f * 14 5 GAL 4'-0" O.C. L/0.2 � . ' z Lj { f COWSHORN AGAVE AGAVE PARRY] VARIEGATA " O.C. L 0.2 a G 0 PARRYS AGAVE 35 5 GAL 2'-0" .0 / r AGAVE VILMORINIANA " i _ _ O —� I `V` #. ♦ —� �e,�,� OCTOPUS AGAVE 13 5 GAL 5 -0 O.C. L/0.2 LO L1J ' I �'el � l ® ; ` ",fij DASYLI WHEEL.ERI I =f `S A �kaL4ns� O DESERT SPOON 15 5 GAL 6'-0" O.C. L/0.2 7W n.M I - /^ ' _ _.. YLO 8 HT ® ' FOUQUIERIA SPLENDENS I " c • OCOTILLO 10 XNES g _0 O.C. L/0.2 W �� CAN CO L•LI I ' ® � HESPERALOE PARVIFOUA (j) CV) Z I f I tf ® cSo J .♦ RED YUCCA0 rx 51 5 GAL 4'-0" O.C. L/0.2 LLJW # W r' t W ♦ LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 14 5 GAL 6'-0" O.C. L/M/0.5 CC RIO BRAVO SAGE Mir �' I = - ® ® ® ® � EUj u{�� "ref LL LU U �I� � � ,` ,{ ,,. : O�_ � �® ■ `r a �-I�i" GROUNDCOVER LEGEND ® • r W C) '� 1J�1 QTY. SIZE REMARKS WATER USE O _j SYMBOL NAME Q am t 4 i OFF CE 7 �p LANTANA MONTEVIDENSIS z i (a) � ® • ' 4/ �" ® 'NEW GOLD' 26 1 GAL 6'-0" O.C. M/0.5 w LANTANA MONTEVIDENSIS Omn < C*4 < W 1 GAL W-0" O.C. M 0.5 I� V � / ® PURPLE TRAILING LANTANA 13 / �I i t �, ♦ O PALM MULCHWSEE NOTE ON SHEET W W � . . . .. . . . . . . . . : . . . . . . . . . � J , � � Q p � ■ �.. � . .Q � co PUNT COUNT IS PER SHEET W o ROCK LEGEND I j ■ C ♦ C.) 0 ■ :t ® ♦ Q W I s � ® ♦ � Q. SYMBOL NAME QTY. REMARKS W OK V c.o to ■ AREAS, 2 T O � �{ ■ �; ® J ®® a41►�� Q' COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE .ice t � AND Z -0 O - J 0 W ® r QQ ....r., " VI RAP PLATE ® o -I q ♦ ZC0 -r� 3 -6 DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE a I n ■ ♦ . > 'w ,.�:. J Q n ■ '( ® • ♦ 2'-3' BOULDER 66 SEE CONSTRUCTION MATERIAL SCHEDULE OD _ J UJI cn O Mtn " ■ �: : "' V PLANTING NOTES: rriv Q ■ �/ ♦ /` 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" W t*1 ■ .. ♦ C.� PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL 'U n ■ W ♦ fit/ PLANTING NOTE, SEE PLANTING NOTE SHEET. 70 ■ J Z 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR O TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL Q ■ . N BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. rn -0 v n ■ Q ® 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2 x' O m ■ . 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR 70 . Q ALL 0 � ® #^ A. NO TREE SHALL BE CLOSER THAN 5'-O" TO A WALL„ FENCE, OR BUILDING. 0 ■ ® F O O ■ t:l O 5. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. rn OFFICE 6 �€ µ -ri ,�;;.«-•- �� b, ■ � � •6. TREES AVAN.ABLE THROUGH, CLAUDIA- CAWGARI - 949.766.7457 Z ■ 1 ■ ` (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). .��,1., - w n ■ _ f ® , �Q NO TREE PLANTING IN C:Y.W.D. EASEMENTS OR RIG�#T—Of•—WAYS. 4 ■ j4 � � �, ■ � ;h ■ roe 1 EASEMENTS OR _ EASEMEN V.W.D t � ■, .; ;�F� . � � � ■ N0 TREE PLANTING IN C. ■�' r ■ RIGHT—OF—WAYS. ■ ", ='; SHEET CONTENTS= ■ PLANTING ■■ � �r■■ ■ ■r _ PLAN I LIMIT OF PHASE 2 DIRECT OFFICE & JOINT COST PACKAGE—SEE PHASE 1 DIRECT RETAIL & JOINT COST PER SEPARATE PACKAGE AREA OF RESPONSIBILITY LEGEND SYMBOL DESCRIPTION COMMON AREA / JOINT COST AREA INCLUDES ALL CURB WORK UNLESS OTHERWISE NOTED POT PLANTING LEGEND(PLANT QUANTITIES SHOWN ARE PER Pon DIRECT RETAIL COST AREA INCLUDES ALL AREAS Revisions: SYMBOL NAME PLT• QTY SIZE REMARKS MODEL ND. COLOR POT QTY. FROM BACK 0 F CURB TO BUILDING FACE UNLESS LES S LAVANDULA DENTATA OTHERWISE NOTED P 1 5 GAL. CHINEsE EGG No. Revision Description: FRENCH LAVENDER PUNTER ASSESSMENT DISTRICT INCLUDES AREA FROM BACK � A LANTANA X 'NEW GOLD' FGE�� TBD ® City Comment NEW GOLD LANTANA 3 1 GAL 24"W x 43'H OF WALK TO BACK OF CURB OF PERIMETERSTREET CURB AND ALL PERIMETER STREET MEDIAN ISLANDS ® City Comment LAVANDULA DENTATA 3 5 GAL CHINE, EN ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, FRENCH LAVENDER Pu'"'>L1R TBD B OSTEOSPERMUM SYMPHONY SERIES 5 1 GAL. CREAM, LEMON 34EG— �"H COLLEGE DRIVE AND TECHNOLOGY DRIVE. AFRICAN DAISY 'SYMPHONY SERIES' ORANGE MIX AGAVEL TENUATA GAVE3 5 GAL. PUNT � DIRECT OFFICE COST AREA INCLUDES ALL AREAS FOXTAID PELARGONIUM PELTATUM GAL FGEGG-30 " TBD �I'�'! 'l �ai��k OTHERWFROM ISE OF NOTED TO BUILDING FACE UNLESS IVY GERANIUM — RED MEXICAN BEAUTY 3 5 34 W x 36 H STRELITZIA REGINAE 3 5 GAL CHIN MG CN�GLOG ■ ■ ■ ■ ■ ■ LIMIT OF WORK - D BIRD OF PARADISE PLANTERFGEGO— i TBD PELARGONIUM PELTATUM 3 1 GAL. 34"W x WH off. Date, � a 12-04-06 IVY GERANIUM — RED MEXICAN BEAUTY . �� C Drawn By, AEA ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. Checked= TJ AVAILABLE FROM: _ ° Job W= 03-1199 o These plans have been reviewed`by the Coachella Valley Water ARCHITECTURAL POTTERY District in accordance with Water Code Title 7,Division 1,Chapter 3, 15161 VAN BUREN w Article 10.8, Section 65597 et seq.requiring efficient landscape and Plot Date, 1 0— 1 6—0 7 MIDWAY CITY, CA 92655 ��,u irrigationo design in cooperation with local governing agency(City or r County). Plan Set, A-4 (714) 895-3359 Approval of this drawing by CVWD Staff does not constitute KEY PLAN—NOT TO SCALE approval to encroach into district and USBR Rights-of-Way. Trees, NOTES' plants,walls and permanent structures of any Idnd may not be 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. planted or installed in CVWD and SBR easements or right-of-way 0 10 20 40 without first obtaining an encroa meUt t fro CVWD. �' 2. POT QUANTITIES ARE PER EACH SHEET. 3. SOIL MIX TO CONTAIN SUPER—ABSORBENT POLYMERS TO RETAIN WATER. ACTIV7 E' INGREDIANT IS COIR FIBER — DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. Date Water Management Su CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. ' SCALE: 1 "=2 0'—0" ev opme t SdFvices Supervisor SHEET 15 OF 17 L19976 u i land arc + west TREE LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE 3901 westerly pl. suite 111 QACACIA SALICINA M newport beach,ca 92660 - WHEEPING WATTLE 2 24 BOX STANDARD SINGLE TRUNK L/0.2 SIC No.4340 tel:(949)224-0040 fax:(949)224-0044 0 ACACIA STENOPHYLLA 20 24' BOX STANDARD SINGLE TRUNK L/M/0.5 SHOESTRING ACACIA OY 15 24 BOX STANDARD SINGLE TRUNK L/M/0.5 ACACIA WILLARDIANA a CONSULTANT PALO BLANCO a\ /°/�/ Q� CERCIDIUM HYBRID • 2 24 BOX MULTI-TRUNK L/0.2 a �� \\\ '4SF DESERT MUSEUM C) KOELREUTERIA PANICULATA `SSMF /R£C GOLDEN RAIN TREE 5 24 BOX STANDARD SINGLE TRUNK M/0.5 Nr r o� r T RA' CAESALPINIA CACALACO CASCALOTE 22 24' BOX MULTI-TRUNK L/0.2 \ ✓ ry B � ♦ � , FR S O/NT ® R S� BAUHINIA CANDIDA q 1 24 BOX STANDARD SINGLE TRUNK M/0.5 /, y TF P p,4C . 0 WHITE ORCHID TREE ckq c q cF� ® tt B F SFF SHRUB LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE / O ® w : I O CO HORN AGAVE IAAGGAVETA / , r� ��'� * 22 5 GAL 4'-0' O.C. L 0.2 AGAVE PARRYI VARIEGATA W ,.ry F; �Z ® PARRYS AGAVE 41 5 GAL 2'-0' O.C. L/0.2 4/ � AGAVE VILMORINIANA N �� / ,�c� O OCTOPUS AGIAVE 13 5 GAL 5'-0" O.C. L/0.2 z DASYLIRION WHEELERI < �. G `•�.� y � O 9 5 GAL 6-0 O.C. L/0.2 DESERT SPOON r � J FOUQUIERIA SPLENDENS ALL CANES OCOTILLO MIN 8 CM r 6 8-0 O.C. L/0.2 LO 0. CANES � HESPERALOE PARVIFOLIA RED YUCCA 82 5 GAL 4'-0' O.C. L/0.2 LC� ,` ," 1 LEUCOPHYLUM LANGMANIAE RIO BRAVO 14 5 GAL 6 -0 O.C. L/M/0.5 Uj Q- `. O =2� ti �� Q ® RIO BRAVO SAGE (/) MZ !�x W 0 W }� �-- GROUNDCOVER LEGEND rMM) < a: Lr ® `h' xs: SYMBOL NAME QTY. SIZE REMARKS WATER USE rr}} ��III = Om u \� Q / OFFICE 9 ' _ ,. LANTANA MONTEVIDENSIS 36 1 GAL 6'-0' O.C. M/0.5 W ..- QQ _ NEW GOLD W > a ,� wl �� • i O : -g y� ° 3lj LANTANA MONTEVIDENSIS 1 GAL - ,` ,`� 3 O o ♦ W ® PURPLE TRAILING LANTANA 9 8' 0' O.C. M/0.5LLJ Z Z o J = PALM MULCH SEE NOTE ON SHEET cm < w O B re OA., 9 X S�-�'�t C.)3 S`I e O Z Sy t if`� U 1 f s v ! PUNT COUNT IS PER SHEET �� Cr Lij , , ® , ROCK LEGEND a LU W ��?'��V / `�. ♦♦ O M'S S� % SYMBOL NAME QTY. REMARKS Q ij a ALL P , 2' V W Q o tt �, COMPACTED DEPTH, TO BE WETTED SEE CONSTRUCTION MATERIAL SCHEDULE 0 • _ ' i AND VIBRA PLATE W LU WLL ® ♦, s t. 3 6 DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE FFICE ,:,4.:: a. IULV B 2'-3' BOULDER SEE CONSTRUCTION MATERIAL SCHEDULE ® I 101 a: l o 3'-4' BOULDER 15 SEE CONSTRUCTION MATERIAL SCHEDULE m f E£ PLANTING NOTES: Q t0 ME I a O ® ® 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" ' �vu J V� ® i ® © F ° TO MASS GRADING. SEE SPECIAL �.< ® � PLANTING NOTE, SEE PLANTING NOTE OSIONEET� ♦ O y 'x" y„z^ :.rs. ...ru %^w cu- , •s. „;.,,.x"%+"sr"s•x'%.a•:-.^—. ruz., WIN111i, 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR Uj 1u • TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL LIMIT 0 F PHASE 2 DIRECT OFFICE & JOINT COST BE BROUGHT TO THE ATTENTION of THE OWNER/LANDSCAPE ARCHITECT. - X. y OFFICE 103. ALL LANDSCAPE B PACKAGE-SEE PHASE 1 DIRECT OFFICE & JOINT COST 4. THE CONTRACTOR�SHALL OBSERVE THEFOLLOWING PLANTING REQUIREMENTS FOR PER SEPARATE PACKAGE TREES. ALL A. NO TREE SHALL BE CLOSER THAN 5'-0' TO A WALL, FENCE, OR BUILDING. 5. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. ® B 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 • SEE PUNTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). lv " v �� ® ♦ � 7. NO TREE PLANTING IN C.V.W.D. EASEMENTS OR RIGHT-OF-WAYS,, O tAL • @� 0 O S �. asaa ,o- 9 10 o• NO TREE PLANTING IN C.V.W.D. EASEMENTS OR �9�t o ��' RIGHT-OF-WAYS, AREA OF RESPONSIBILITY LEGEND °'�' CA��F �+•� � � � • ►inr�� ♦ r�r e+� 11—tr'Tn OFFICE 1 1 - -- — • --w v `� v SYMBOL DESCRIPTION ,. COMMON AREA / JOINT COST AREA INCLUDES ALL SHEET CONTENTS � '�.. ,�c.. �� 'p 'F.yCO,c� ��/_1B o �,�'�Q� CURB WORK UNLESS OTHERWISE NOTED S�'oF` Aye �`� DIRECT RETAIL COST AREA INCLUDES ALL AREAS PLANTING i q sic•qs � ® ��. � FROM BACK OF CURB TO BUILDING FACE UNLESS PLAN ,S,c� � OTHERWISE NOTED 'q q`S ASSESSMENT DISTRICT INCLUDES AREA FROM BACK O'��/��' ��• ® .x•.. OQ �� Q� OF WALK TO BACK OF CURB OF PERIMETERSTREET QQ� CURB AND ALL PERIMETER STREET MEDIAN ISLANDS GERALD FORD DRIVE UNIVERSITY PARK �` • . QP�Q` COLLEGE DRIVE AND TECHNOLOGY DRIVE. �?.� �°w � j,,B iC ( li0ii�lINR�OiI • • A c DIRECT OFFICE COST AREA INCLUDES ALL AREAS FROM BACK OF CURB TO BUILDING FACE UNLESS T POT PLANTING LEGEND(PLANT QUANTITIES SHOWN ARE PER POT) Revisions, hF OTHERWISE NOTED 0Os SYMBOL NAME PLT• QTY SIZE REMARKS MODEL NO. COLOR POT QTY. No. Revision Description: ■ ■ ■ ■ ■ ■ LIMIT OF WORK ® City Comment u►VANDULA DENTATA Y FRENCH LAVENDER PLANTER TBD ® City Comment 1 5 GAL. CHINESE EGG . _ OOSs A NEW GOLD LANTANA GOLD' 3 1 GAL 24EW x442'H LAVANDULA DENTATA CHINESE EGG �- ,,� FRENCH LAVENDER 3 5 GAL PLANTER B OSTEOSPERMUM ' SYMPHONY SERIES' CREAM, LEMON FGEGG-36 TBD I eL AFRICAN DAISY 'SYMPHONY SERIES' S 1 GAL. ORANGE MIX 34 W x 36 H AGAVE ATTENUATA CHINESE EGG FOXTAIL AGAVE 3 5 GAL. PLANTER TBD C PELARGONIUM PELTATUM 3 5 GAL. FGEG3rW x336'H IVY GERANIUM - RED MEXICAN BEAUTY 7 o 0_ STRELITZIA REGINAE 3 5 GAL CHINESE EGG :� Dates BIRD OF PARADISE PLANTER 2®O 4•—©lC3 D PELARGONIUM PELTATUM 3 1 GAL. FGEGS-36 TBD ��4Q Drawn B it AEA IVY GERANIUM - RED MEXICAN BEAUTY 34 W x 36 H t� - Checked TJ ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. 0 03-1199 LL 0 These plans have been reviewed*by the Coachella Valley Water Job o, AVAILABLE FROM: - -=—� _ District in accordance with Water Code Title 7 Division 1,Chapter 3, ARCHITECTURAL POTTERY 9 Article 10.8, Section 65597 et seq.requiring efficient landscape and Plot Date, 10- 16-0 7 �- w irrigation design in cooperation with local governing agency(City or �. 15161 VAN BUREN 0 County), MIDWAY CITY, CA 92655 *Approval of this drawing by CVWD Staff does not constitute Plan S. A-4 j' KEY P LAN-NOT TO SCALE approval to encroach into district and USBR Rights-of-Way, Trees, (714) 895-3359 plants,walls and permanent structures of any Idnd may not be planted or installed in CVWD and USBR easements or right-of-way NOTES: 0 10 20 40 without first obtaining an encroac meet rm fro CVWD. i 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. —l_ R 2. POT QUANTITIES ARE PER EACH SHEET. 7%J�7Date Water Management su rvisor 3. SOIL MIX TO CONTAIN SUPER—ABSORBENT POLYMERS TO RETAIN WATER. ACTIVE L � 3001 INGREDIANT IS COIR FIBER — DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. SCALE: 1 "=20'-O" L19975 D e p e s icesSupernsor SHEET 14 OF 17 COR I RACTOR TO SUBMIT .;AMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. 1' PREVAILING WIND land are + west �0�� CURB 2 WIDTH PER .CONST. PLAN PLAN VIEW 3901 westerly pl. suite 111 A"' newport beach,ca.92660 LEGEND• LIC.No.4340 o ----'C 10 TREE - CENTER IN PIT. tel:(949)224-0040 fn `� —c fax:(949)224-0044 W Tt;�_ _� �Qv •• G X TREE TIES. (VIT PRODUCTS, CINCH TIES z / \ /. / .\ l o 1 OR EQUAL, TEL: (800) 729-1314). j / I •• . :.a w� O (" DIA. X 10' LODGE POLE PINE STAKE CONSULTANT Z W = 2 2 TYP.) KEEP CLEAR OF ROOTBALL. SEE \ z Q W g x SPECIFICATIONS. M / / • v� • • • ' Q. I m ----� . • • . , a o Z W c �,, 3 O4 WATER BASIN. 3" MIN. DEPTH AFTER \ •• 3 w z W GROUNOCOVER< CL WATERING BY HOSE. CLEAR FROM TREE TRUNK. Q m to 4 w °°r1 >- z 50 FINAL GRADE. t� EQUAL • • = 5 6 BACKFILL SHALL BE NATIVE SITE SOIL \ / I OSPACING R • • o0 3 �- O ONLY. / \ \ \ 0 �(O �� > O7 UNDISTURBED NATIVE SOIL. . 4BUILDING W 80 SET TOP OF ROOTCROWN FLUSH WITH P VEW FINAL GRADE AND SLOPE FOR O W I=I =) I DRAINAGE. I O1 TRIANGULAR SPACE PLANT MATERIAL PER SPACING 0 _) I I ROOTBALL — 6 INDICATED IN THE PLANTING LEGEND. a = NOTE: USE ONLY IF NECESSARY SIDEWALK, CURB OR HEADER. SET SHRUB W I II = EDGE TEN INCHES (10") FROM EACH. Q _ BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") FROM BUILDING. �1 STAINLESS STEEL AIRPLANE CABLE. I I III—I i I ( I 2 3/8 DIA. X 2 LONG EYE BOLTS—DRILL & O SET WITH PLASTIC HOLLOW WALL ANCHOR. 3 O EXISTING WALL OR FENCE. Q t� O4 FINAL GRADE OR SURFACE. 3x ROOTBALL Q DIAMETER � V CM LO a. 6 VINE CABLE SCALE: 1/2 =1 —0 3 GROUNDCOVER SPACING 1 TREE PLANTING - DOUBLE STAKE TO 24•/36• BO)( - N.T.S. >= i� LO D—VineCable.dwg "P 002.dwg ZW W _ CO < Cl�W Cll/�Q # LLJ cr MM) LU 0. 01 PLANT SHRUB WITH ROOTBALL CROWN Uj > W _J ABOVE FINISH GRADE AND SLOPE FOR �w O DRAINAGE. AVOID PLANTING SHRUBS Omzz DIRECTLY IN FRONT OF IRRIGATION w� 1 SPRAY HEADS TO PROVIDE CLEARANCE On < cm < w WHEN POSSIBLE. � !— O2 3" HIGH WATER RETENTION BASIN TO BE REMOVED PRIOR TO THE END OF THE an F=MAINTENANCE PERIOD. LjU W p �W I_ � ' O3 FINAL GRADE. V W ® BACKFILL SHALL BE NATIVE SITE SOIL W W ONLY. < W LL 6 2 3 5 UNDISTURBED NATIVE SOIL. xU.(9 (a) a < J - •: .._. '* I—III— b too •`'� J z •:•"�' 4 —) I a «"'N• NOTES: QJ III ;�'�'. .•.� p� « co A. BACKFILL MATERIAL SHALL NOT HAVE Q ;• .;�, — • • dD •a � � PARTICLES GREATER THAN 1/2 > 2 Uj ,I - 5 � . � , ,.r• 3 3 X ROOTBALL W Of DIAMETER =1 I � I I i ���� �:p�`• III=1 I I 11= � 1 VINE. - �:�•• ; •• _ - I ( I— I 20 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. o W I I :• NOTES: 0 =1 I •• ! I (= 4 O FINAL GRADE. A. SET VINE AS CLOSE TO BACK SURFACE OF _ � '•' _ 5 f BACKFILL SHALL BE NATIVE SITE SOIL ONLY PIT AS POSSIBLE, 6 ALL VINES SHALL BE TIED TO SUPPORTING O UNDISTURBED NATIVE SOIL. B. WALLS AND FENCING. CONTRACTOR SHALL I I ( � I I j 5 SET TOP OF ROOTCROWN AT FINAL SECURE VINES TO WALLS AND FENCES W/ 3x ROOTBALL �N' DIAMETER 4340 GRADE AND SLOPE FOR DRAINAGE. VINE SUPPORTS. C. ESPALIER VINE ONTO WALL/FENCE. �o-swo 4 VINE PLANTING N.T.S. 2 SHRUB PLANTING N.T.S. N,9 Gate �s D-VINE.DWG D-SHRUB.DWG OP CpL� SHEET CONTENTS1 PLANTING DETAILS O1 BOULDER — SEE PLAN Revisions: O2 FINISH GRADE 2 No. Revision Description: 3095% COMPACTED ® City Comment cn SUBGRADE ® City Comment C 3 N — = = — � N ''—I 11=1 I I III—I 11=1 11- '—III—III� III=III—III- — =1 I I=1 11=1 I —III—I i I—III; f —�11=1 11=1 11=1 11=1 I I=1 I I=1 11=1 I I=1 I I=III- NOTE: LOCATE BOULDER N 0 D Ste 12—0 4—0 6 '—1 I I, I I I I i I I I I I I—I I I III—III—I 11- MORE THEN 30 ABOVE GRADE. Drawn By, AEA I Checked TJ N• •s• 03-1199b *1 These plans have been reviewed*by the Coachella Valley Water Jo �. j 1 District in accordance with Water Code Title 7,Division 1,Chapter 3, Article 10.8, Section 65597 et seq.requiring efficient landscape and Plot Datei 1 0— 1 6—07 irrigation design in cooperation with local governing agency(City or County).Approval of this drawing by CVWD Staff does not constitute Plan Set, A-4 ! approval to encroach into district and USBR Rights-of-Way. Trees, (!�' plants,walls and permanent structures of any Idnd may not be •� i planted or installed in CVWD and USBR easements or right-of-way without first obt an en fining croac g ent it fro CVWD. -- � �w Date Water Management Supewfor , L3n03 0 0"o 5 SECTION BOULDER INSTALLATION L 19977 ClAvel5pmenT Se ces Supervisor SHEET 16 OF 17 i C) R S CONSTRUCTION WORK RESPONSIBILITIES 23. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT 2. THE GENERAL C S CIENT TIME ARE 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 I 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 PLAN TING AREAS DURING THE land are + west ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH LANDSCAPE ARCHITECT AND CITY OF PALM DESERT FOR OVERTIME. THE MAINTENANCE PERIOD WILL BE REMOVED AT TEN 10 DAY INTERVALS. THE Land Art + west,.fnuc 29,zo(ls, page z INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE CONTRACT AND OBSERVATION CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT University Village,PrI'lloject No. 03-1170 CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS )OF WEEDS INCLUDING FORTY-EIGHT (48) HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: THEIR SCHEDULE AS NOTED. ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE OWNER AND LANDSCAPE to, tic low in dais condition: Soil conditioni and soil aniendtttent will increase the I \N�"" sustainable planti%,r density.A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF" MEETING. ARCHITECT. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. _ _ _ - - 2. THE OWNER WILL-BE--RESPONSIBLE FOR DETERMINING PROPERTY LINES, .Reeomm�cntiations 3901 westerly pl. suite 111 RIGHT-OF-WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS B. WEED ABATEMENT EFFECTIVENESS 4. THE CONTRACTOR WILL TAKE THE NECESSARY STEPS AS DISCUSSED WITH newport beach,ca 92660 � (ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS OWNER TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. cz..t~nNur ' Clean up construeuton debris and masonry rnatetial. Tternovc the LIC.No.4340 too)2 ouches or concrete slag,trash,paint resides, etc. Highly contaminated areas from tel: (949)224-0040 REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL C. FINE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE concrete washings and paint washings will need to be oven excavated and removal. fax: 949 224-0044 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. Remove soil high ►n gravel, i.e. where gravel is over 50% such as in planters in parldng tot cutouts and 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. Rft'T'1NG Areas where the soil is not readily rototiilable need to be ripped_ MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. Cross-rip the soil oa 18-inch centers to a mirintam,depth of 1.2 irr.hcs, 2 feet deep 3. THE OWNER WILL PROVIDE ROUGH GRADE TO WITHIN 1/10TH OF ONE FOOT p s 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 BY THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS 'r1LLkGE Alter approximate finished grade has been established,rhtnttl3 the MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE Suit 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. CONTRACTOR'S EXPENSE. of I iueb in_tlte top 6 inches: Do not till overly ►vt.soils, they are not friable.Optimum FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR moisture content is partially damp.Remove debris and clods larger than 1 inch in tlianaeter From the top 6 incites. SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE- UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION 7. THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1 2 INCH are� 6tsrilraa�ettlPltgailsr+ruve �vtAnkmillft THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. / ' ' ` "°�"�` `�` ' ' FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE t79.lLaitotrzotdirt+oll aiut� � �_ audliiate AND EXPENSE. AvVft asd d#n�VaVAoLWhowt .03-11�Oit t. MAINTENANCE PERIOD. 8. THE CONTRACTOR WILL RE- OR 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND G. MAINTENANCE OBSERVATIONS-THE OWNER AND LANDSCAPE - 9ffD �IRTY (30) DAYS OF MAINTENANCE. ��4 ++�FF�o to"&lowsgm*fmot SPECIFICATIONS, QUALITY OF WORK, AND FULFILLMENT OF THE CONTRACT ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE t� ft� Tf�is t pd has fete ot1l fs►r la the aioit DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE ARCHITECT. WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE 9. FINAL ACCEPTANCE- WILL BE GIV T E EN iacor,llsrl�auuc.'fao� r ► ` PROJECT TO THE OWNER. FOR ALL P OTH1� RMINATION HAS OCCURRED AND ihe$a�fsoaacllYO©t)aquatelbetofaait i LANDSCAPE ARCHITECT'S REQUIRED FIELD ES1'A�LISHMENT HAS BEEN OBTAINED. * 4y . 24. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS * S °'� s�41t 1 +�rjD+ ad oft +b�+ u lira OBSERVATION WORK SPECIAL PLANTING NOTE, , �b���t�ft�� , PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE OWNER AND LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED * 1 � ` � 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 I . ALL AREAS DESIGNATED ON THE �N AS • I piattoF7["l�tlimd4otmaea osm WEST TO PROVIDE `FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR REIMBURSING THE LANDSCAPE FOt I OWSr NOT AP�LTL%p►�� A CHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS Ott of sit i itt►corporate the abo ate into t salt+ 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: OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK 1 tobil 90 s*011ttriltlr. Lower dw 06 to Jim FM OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, ARCHITECT BY THE CONTRACTOR. d If *0P is trot ve Malht�tlib* 6e t am � UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN WEST COAST TURF latch xl t11 :r scat has good&*W V THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO 88-)nn- sVRO!$8APPUCABLE11 TRANSPLANT lN0 P d Iallttttltr lea normally twfcla is w a,�the rootkralls. I"he :�, ,�,, I I I I. cc co EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND THERMAL, CA 92274 ►v>atl aaet lxrtrtrm of planting pits sld not have a� call except ate du Z EVENT THAT LAND ARC WEST DOES NOT COMPLETE THE FIELD OBSERVATION ratlAkltl1. i t nn of,Al t byan�tte�gopa.atll�tec. O I SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. TEL: (760) 340-7300 FAX: (760) 340-7345 � 1�8r b ; 15 atmt and •alt�wr a l itii OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), a phWaing�.Moor offti I < fssa dwo am illpo l aid*, . . into, _ �. V AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND lit J AGAINST ANY AND ALL CLAIMS. WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 2. THE CONTRACTOR WILL ED E CHI'll I Ln ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE W �A �t�R"�OF' INCH. I 11 I I 11111 CM VINES ON HIS LETTERHEAD AT THE FINAL INSPECTION. 1 i, Solt Analyses Plan�1.11t Analyses Water Analyses >" FM CONTRACTOR'S RESPONSIBILITIES 3. THE 'S . � � � 'SOLE SOURCE SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. F� z 1"' 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING 21622 HONEYSUCKLE STREET 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. TRABUCO CANYON, CA 92679 � 0000000 ■�, SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS SHOWN ANY TEL: (949) 766-7457 cocoz < APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL lass Arc +Wee,June29,200, � UJO) oCONTACT: CLAUDIA CALLIGARI Z ON THE DRAWINGS AND AS SPECIFIED HEREIN. - j BE NOTED. THIS CERTIFICATION WILL BE ON THE CONTRAC v o, .+1 -zt7a W TORS LETTERHEAD WITHIM j 2. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THISMM3 cc HIS SIGNATURE AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. 4. TREES TO BE PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL PURCHASE BACKFllC.lr.i „� �hmocleancaccavattd ►ilttrilea�dklod WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. WHEN TREES. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND salt.�► , Its tmd .�.Sold clods attt l nota100MI 1 m .j 2 0 W WARRANTY OF ALL PLANT MATERIAL. iSivegcar�elaluldrrarbePteseEit, arepelcribyard: THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF 28. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE Uj L� ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER Ureiaborxnaldehyde(38.0�0)- lll3�iautoi W > 0 QW00 J CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL 5. PALM MULCH AS INDICATED ON PLAN IS AVAILABLE FROM THE I'll - - I113 E FOLLOWING gonad, tttttattti REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL TAKE PRECEDENCE. MATERIAL. THE L►ST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; THEIR AGRI-SERVICE, INC. " riot -c1 - 14 BOTANICAL AND COMMON NAME; EACH REQUIRED QUANTITY AND SIZE; THEIR 30 SOUTH MELROSE, SUITE 341 4zgan+t I � I I . I IL Z Z ) aft- X%by volume . 1 I w� 3. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR VISTA, CA 92083 1. � � C\jW SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1 ) TEL: (760) 643-4041 ems, Q 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, ABOVE GRADE ) T16W"i4b"t wtblaaat�lsia,1. s a�md ao uer' 1 ' I FEES BONDS AND (FOR TREES . A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH CONTACT. MARY MATALVA �■� > OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE WORK. REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. UPON RECEIPT AND ACCEPT �4wtt ro+t lw_ asml�*Wd a.ACCEPTANCE ot►pl�3afiba6oatr OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY 6. PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM: 1. O= FMW ; W ll way 5. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY 81-910 ARUS ST. _ stall apt at eI ale if tamed. roar flare needs sa be al dove 1f a basin is aW it abould be La 0 OF TREES TO THE SITE. THIS LIST WILL BE REQUIRED WITHIN FIFTEEN 1 is , AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, 5 DAY ( ) S INDO CA 92201 - _ used tCa4XXVlly,sfatlrllrlt�water at the base dfl'flee bwok is u 0k. I il REGULATIONS AND BY THE OWNER. FROM THE DATE THAT THE CONTRACT WAS AWARDED. TEL - (760) 347-7906 �� /� CITY OF PALM DESERT ORGANIC AMBND11r11WT 3: > 6. THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE LANDSCAPE CONTRACTOR'S SCOPE OF WORK j,� L.� W _La>�dscaoe Inspection Schedule 11a< No WL�NDMM e a l�Y COMM, oa MIC MAC. Q SUPERINTENDENT, APPROPRIATE AGENCIES, _ a. 2 AND DRAWINGS FOR VERIFYING LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE RESPONSIBILITY T Other .i. 1 . PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE 0 Q (° FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION 1)Sleeving/Grading Q � BY CONTRACTOR WAS NOT PERFORMED. CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS a. sleeve diamtster,type, depth and location 1. Jilllurars a�arlaf'atMau ltavaan ash of ltisa tttan'696 and no rho 0) Q � 10 a MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND b. Soil surface drainage,elevations and trash(including weeds&rubble 20%. O LAWFUL MANNER. 2, The pflo�fftt11 a1SWbeb�6andT.5. 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNER'S SITE 2)HardscapeI Boulders-Cobble 3. '!!Ue tt' �hatlbe�tmu tt�rofto�;tcml�2s* .a�raatauratedposte . =j < Z ,J0. UjC!� 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 wall layout 4uroncx►neestttolEdlI'lleaaturalt!i1.nlerrpraet 1 , shall lllsun @parts pn atltlurp. �� ALL UNDERGROUND UTILITIES. IF ANY UNDERGROUND CONSTRUCTION OR UTILITY LINES ALL PLANTING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED b. Utilities s Silicon ottateottitbleasb) leleasf suot?91,, jonsout I �. 0 ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING AND GRUBBED OF SURFACE WEED GROWTH, AND SHALL BE WEED FREE PRIOR TO t~ Boulder type,else,weight and placement 6 Calciumplbt Ipesd a�btbepttKsenutif to b 00fiedanatkalia�eaoils 7. 'rylm +of? 1a tare- armpoets. I, rxrposts, LOCATIONS MAY BE SELECTED BY THE OWNER. PROCEEDING WITH ANY PLANTING WORK. s) Irllgatton system Rough-In ,,,,�,,, , k,,,,,;a;. > in �, � . > 0 salts, hextvy mews, �+vent ttacads,ffte a. Trench depth and location ofpaths:andodwd anus materials. 1 .8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS b. Pipe size and class s. C wood 1ptod+ t afro l [i#otaallyu isuble tfaaanta t'sltst be Uj 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES c. Pressure test(125 pal for 6 hours) premot). Woods based prodru a no bee which arebasal on red wood W WORK RELATED TO PER EXECUTION OF CONTRACTOR'S WORK. (6") BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR WILL BE ors J 4)Plant Material(frees 8 shrubs) •9. SludWbased �at nocoppot or t ask if the sod already has a high level RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER to=level ofidnc; cc 9. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS ( ) „„ a. Condition io, +Carbca lass dlam' Ssl. n� 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 ll. The, _ shall be coatpaat aerobes wltlwut malodorous peesatce of 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. PlacementI lssss� C) Product dwompodtiloo SMOOTHED TO THE OWNER'S SATISFACTION. OBJECTS SUCH AS ROCKS, DEBRIS, 12. The tt►atcimtma putidle sire shall-'-be 0.s itself, 80% oar tr�ane sTwrtt;pass a pia. 4 CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE 8)Qround Cover (decomposed grange) 1. sra°eett. FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE STOCKPILED AND REMOVED. 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% d)Final So11 A1Yses Platen Aumtilses Water Analyses THE OWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADIENT. - a. irrigation: _.GRADES ARE WITHIN 1/10TH OF AN INCH FROM SPECIFIED FINISH GRADES. ENSURE i) VaNes, boxes and wiring THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER 5. THE CONTRACTOR WILL USE ON-SITE SOIL FOR ALL LANDS tl) Controller operation and schedule SILL MOUNDING. WHEN ON-39 I � �� I \ ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, .UTILITY COVERS, AND (� ii1) Sprinkler, bubblerandlordtl emitter asao F FICATIONS�i�S- PROVIDED BY WALLACE LABORATORIES, SEE SOILS HE quantity per plant p type,flow rate CURBS. Land Am _ West,June 29,2005,page 4 REPORT: iv) overall operation university village, Project No. 03-1170 11 . PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE v) As built t '- f>� SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED b. Tree staking Maximum total permissible pollutant concentrations in amendment in parts per tU c. Overall Uj APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. million on a dry weight basis: 20% BY WEIGHT WITH A MINIMUM 95% PASSIN /� PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S `, T .-. I�Plk�l�l� SHALL NOT EXCEED 6.0 MM. arsenic 2i1 copper 15o selenium 3f1 .9 APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS AND THE ELECTRICAL CONDUCTIVITY (ECE) OF THE SATURATION urdmiurn [s lead too silver to i INCURRED BY CONTRACTOR. chromium lU(1. mercury 10 vanxdiatr� 2t)D � CAL�� EXTRACT OF THIS SOIL WILL NOT EXCEED 3.0 MMHOS./CM AT 250C. cobalt sa mercuryntun 10 V nc 200 12. THE CONTRACTOR WILL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF nickel too300 PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR PRE-TAGGED Higher amounts of salirdty or boron may be present if the soils are to be PLANT MATERIAL PROVIDED BY OWNER. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN preleached to reduce the excess or it the plant species will toletate the salinity SHEET CONTENTS, and/or boron. 13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES PM AS MEASURED ON THE SA URATION EXIT Tlrcrc are three materials�x�hiclt will decrease the hard setting of alkaline sandy soils- EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE TO IN (a&4A0ff1L IMPORT SOIL WILL organic matter, �tsum and linear pocrease the h , Poltting a alkaline foal increase the E SUBMITTED TO THE SOIL LABORATORY FOR ANALYSIS PRIOR PLANTING r1talerial cost per ],000 square feel by about$5{].00. It can be used if the owner would ACTUAL PLANTS THEMSELVES FOR THE OWNER'S REVIEW AND APPROVAL PRIOR TO TO IMPORT ON SITE. like to the best growth conditions or if there are known growth problems in the local PLANTING. WALLACE L.ABORATORMS area. NOTES 14. SOIL TESTING- 1 COMP. SAMPLE/5 ACRES-AGRICULTURAL SUITABILITY 6. ALL PLANT MATERIAL WILL BE OF A SIZE, CHARACTER AND QUALITY WHICH 365 Coral Circle Far site maintenance: El Segundo, CA 96245 TEXT-REQUIRED TEST TO BE COMPLETED AND CITY APPROVED BEFORE PLANTING MEETS THE ACCEPTED INDUSTRY STANDARDS (AMERICAN STANDARD FOR NURSERY bane 310 615-0 fax Apply ureaformaideh de (38-0-0) at 8 nwtas 1 00o square feet twice per p ( ) 116 a (310) 640-M63 y P per l p year.STOCK, Z60.1 , ARIZONA NURSERY AS A MINIMUM) Aptly agricultural gypsum at$pounds per I,o00 square feet Mace 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 OR OTHER DETRIMENTAL CHARACTERISTICS. Monitor the site with periodic soil testing. Apply potassium and phosphorus Aneeded. i HOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNER'S fax 94y�224-01144 apply gypsum if the soil pH increases above 8.0. AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS 7, ALL PLANTS WILL BE HANDLED AND STORED SO THEY ARE ADEQUATELY Land^''° -i- Nest KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 39 1 %%Lon Siatccrcl RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORST 390I W'csterly Place n 111 } Newport Beach, CA 92660 � J-61-v Revisions, ASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL BE RE: University Village_Southwest Corner of cook St.&Gerald Ford Dr. L7W�- Ph. D. NO. Revision Description: 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5-FEET TO ANY REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL Job No.o3-tt7o Executive I)irectat FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON site visiton June 23-1170 Exec n ® City Comment DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE COST TO THE OWNER. Ikar Tal, ® City Comment LANDSCAPE ARCHITECT FOR RESOLUTION. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND 17. THE CONTRACTOR WIUr�#�W NOTED. 1'Ite site loss been over excavated and recontpactegl, The soil is sandy but is cemented IV except in depressions where blow sand has accumulated. Calcium salts and especially i IRE THEM. 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS W calcium carbonate and calcium sulfate form a cement upon drying making soils iniperincable. The term is caliche when it occurs in the subsoil. Agronomists call thus 18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR ROOTED CUTTING ' �pFi� REES AND SHRUBS AND .oil condition "hard-setting sandy soils." There are potential problems with deep water I SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM NOTED ON PLANS AND STAGGERED AS SHOWN ON DETAIL. migration through the compacted soil. Uncompacted Soil below the depth of LOCATIONS INDICATED ON DRAWINGS. rrc'ompaction should drain well unless a clay lensc is present..Clay lenses occur in floodplains and are ccnnmon is Imperial Valley. Many of the farms ui Imperial Valley have subdrains. 19. THE CONTRACTOR WILL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS 11 . ALL PLANTING AREAS TO RECEIVE GROUND COVER FROM FLATS AND/OR TURF satiny soils have tow water and nutrient retention. Organic matter can be added to AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. (EXCEPT GROUND COVER AR THE increase the moisture retention. Organic matter will also condition the soil and reduce 20. THE CONTRACTOR F 9 i�AND SHALL BE UNIFORMLY BLENDED the cementing, Native plants could be used which are deeply rooted and wMch have Soil Analyses Plant Analyses Water Analyses Date, � 2-04•-06 lower water regitirements.They tolerate infertility better than ornamentals. Drawn B 1 REPLACE OR REPAIR EXISTING MATERIALS THAT ARE INTO THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL � i AMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. SOILS REPORT. hive soil samples were taken froth the site at die locations marked on the site map. 1 . THE SOILS PREPARATION AND BACKFILL LISTED IN THE SOILS REPORT ABOVE, Y AEA Sample 3 was taken treat the intetiecdon of Gook Street and Gerald Ford Drive.Weeds WAS PROVIDED BY AGRI-SERVICE, INC. TO BE INCORPORATED INTO WALLACE LABS Checked, TJ 12. ALL VINES WILL BE PLANTED PER THE SHRUB VIN were growing in the southwest corner near the intersection and in flee westerly u�eas 141 21 . THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO / E PLANTING DETAIL AND WILL (sample locations 3 and 4). Weeds were absent in the northerly area near sample areas SOIL REPORT AS REQUIRED BY THE CITY PALM DESERT. fla ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETBACKS OR ANY OTHER LEGAL HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. 1 and 2. Due to the soil compaction, the rooting volume was low for the weeds. Some These plans have been reviewed'by the Coachella Valley Water Job s 03-1199 aftfre►weeds had rooted deeper than 18 inches with a single tap root. 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE District in accordance with Water Code Title 7,Division 1,Chapter 3, ;4 PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, r The soils are infertile and alkaline. '11 e s values range from 8.54 to 8.96. Litncstono IN SOIL PREPARATION AND BACKFILL IS AVAILABLE Article 10.8, Section 65597 et seq.requiring efficient landscape and Plot Date, 1 O- 16--O7 SHEET L-3.04 irrigation design in cooperation with local governing agency(City or p FROM THE FOLLOWING: . 22. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, is not preu.nt.Salirriry is low. it ranges fiom0.15 w 0.25 tnilfimholcm. County). CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR Nitrogen, phos bonus, potassium, manganese, sulfur, zing, c AGRI-SERVICE INC. *Approval of this drawing by CVWD Staff does not constitute Plan Sets A-4 ESTABLISHMENT MAINTENANCE NOTES I p upper and boron are low q>tt trve,agc- The highest fertility is in samples 3 and 4 where weeds are growing. 380 S. MELROSE DRIVE, SUITE 203 approval to encroach into district and USBR Rights-of-Way. Trees, MARKED, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A Potas,ium, phosphorus, loan, manganese, zinc ar�d copper are the highest in these two plants,walls and permanent structures US R kind may not Tr VISTA, CALIFORNIA 92081 y y .., cc • i MANNER ACCEPTABLE TO THE OWNER, areas. Low ['erutity will support growth in pistols with large, extensive root Systems lanced or installed in CVWD and U BR p S easements or right-of-way i ,:., 1 . THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNER'S WRITTEN which are able to assimilate nutrients from a large soil volume. Planting density needs TEL: (800) 262-4167 without first obtaining an encro h pe pe ftfr m CVWD. k APPROVAL OF ALL PHASES OF PLANTING INSTALLATION AND WILL BE FOR THE CONTACT: MARY MATALVA 1U_ __A__b) ��y�- PERIOD OF TIME AS FOLLOWS: Soil Analyses Plant Analyses Water Analyses Date Water ManagementS rviso 3004 ; .- 3O CONTINUOUS CALENDAR DAYS - le __ � L 19978 „_, ve opm nt rvices Supervisor SHEET 17 OF -.� __.. _ ._