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HomeMy WebLinkAboutTentative Parcel Landscape Development Plan_1 S -� ) \ ----� I -� i S lard arc + west I SHAW PROPERTIE AT UNIVERSITY PARK 3901 westerly pl. suite 111 newport beach,ca 92660 LIC, No.4340 tel: (949)224-0040 fax: (949)224-0044 I I CONSULTANT i i T TATIV AR L � I � I DIRECT OFFICE & JOINT COST AREA N C ,� * 31515 I . I � I I 7 I N I A D V i A L 1 1 HA 1THE VILLAGE L N SC P ELOPMEN L A D A 1 - � ALIF NIA , - ; ALM I 1 � I I I OR i .� I ­1 ,­� '-" �eiIIIIIIIIIIIIIIIIIIIIIIIII ', ; 1 ,! _ �� , il "/ 5� +_" f_, ,� � �I : ­ , rr I",11 W ' � ` '/ , � / ' /", /� i _ 4Al ' , -X // x " ,�, I I , HEET INDEX 11� Y \ !.i% ;% cr 1111_, � 1. i -I SITE MAP -, REFER TO11 , il � " / , - 3 / / ' _ If' 0 SHEET L-2.03 ', . , Q L-3.03 L-0.00 COVER SHEET C L (A�, �il r� L- GEOGRAPHICAL BID AREA PLANIIIIIIIIIIIIIIii ' .11 " r ,� O w LO \ - 4 . `" - T� � _ _ 11 �.v i // y,, _ >111= �■. LO - ;r r '` ■ 1. , , 11; i F �r � In _ i � y / '; �h- , rI iIIIIIIIIIIIIIIIIIIIIIII, Z W 1"IIIIIIIIIIIIIIIII, - : ' „ � .F... / _ , \ . r,<- ;.. i i, /i.-, h.-,./ .... - .. - , b - _ :, ,��, ! Y: """"""'i""I ( .x:�. i, .�; .. .... '...5. ,. .. i. 'r-: \- __ ,t CONSTRUCTION PLAN r L 1.01 SV) Z < ., _ C!? 7 , :, �' - ,. __._ -.,/ .-,... - - .. - I ) 0 J) i ,. .. cr :... ` .. .,. - �. l w. • r: 7. _ L 1w02 CONSTRUCTION PLAN W 1cc/ ' - �'�./ % o nt. .`.y .. r Y 1� < I AA I I" i ee ''''jj , :, - i , :/ .. .. ,..:,.: wi _W \ .. ., .. 1. , , 1B CON T CTON ► A nAl.+ 1.02 PHASE S U L , ... r a = O \ YY. }} ;%/ C y 7 - � �,, ' : < 1. 3 CONSTRUCTION DETAILS { T` L 0 • REFER TC1 �k;;, cc X W IL 96 - / ... � , SHEET L 1 .01 > awao .j . r/ W � a PXRC0:.12 6tlli`p110 \ �: CONSTRUCTION NOTE \. 4 CONSTRUC S L 10 �ti .'a P,i n Q / - 1 I L-2.01 -I / _ � '.Y t. J L-3.01 _ ;; " CLZ Z w ­771 _ A iz _ --,�-..:,�. : � �r 0 '*� ,. _ --- •• .f. .. . 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SCHEDULE W US , ® IRRIGATIONS U & 7W CO) . y , •� i,,... ,_ �. a _,__ �'' PARCEL b t , : > (,) , 1 �' /dam i / c0orPLAN I , ._ .. .. ..-_ .._..,..... r I. --. 1 - , < \ _. > i is .... _ /y t' \ � ._ ___ _ - ® 2 PLANTING PLa, 11 "N WW --- _.. 5._. , z.. ...: .. . % _. Y '' .. \_ . ,.. i .n... , <. _ / E1FFt x i' z� '..�-. 1`, '' a .� / _ \ ' PHASE 1B P CANTING PLANTM __ - L 3.0_ r. r f 2 I _ '> _ -- _ �j __ \ �; a - _. _ _ a.. -. _ . s . >�", .. .. Y .. ... .. .....:.: .... -.:,. - j// I'- r, V \. , �IIIIIIIIIIIIIIIIII 0 - - .. \ _� _ _. ­ 111� / P _ ; :� L 3 0 a - _ _ . _ - __ a . \ g9 d'' C r: - a r' v %i. l l �^,,y.+ . DETAILS L PLANTING TIN DE S I .7� 1. IT.. .a: � P G ' IF _ \ a: aJ{ ' - ...r... ... , .-. .. ,.: ... .... ..., i- ., �.... ...._ ..... ,., ..-._ .. ..._yiv.- __-- . i 1 . / \ i 1 ... .. :: i... .... .. ., 1 -4: 1 , 1 tom' -- PLANTING NOTES _ _ 1 . I 1; i %' N FETAL {;< , 1% 4 4t g. q T t sr/ >fI.I s %-/ i ,x/ f I,, y , AR�iEl. cc ptfi4Jl9E? 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I Revisions: The following general notes are provided by the Owner and Landscape Architect to give directions to the OWNER= LANDSCAPE ARCHITECT' 11 contractor. in order to bid this project, the contractor must attend a pre-bid site walk with owner and OWNER; LANDSCAPE �� No. Revision Description' •�` . �' rFa(msd On THE EVANS COMPANY - Y PLACE111 API'RDVEb BID STET 03 14 06 architect. LAND ARC WEST A i _ BID SET 10 24 05 RAMON RD 1 . Contractor shall verify with the general contractor that plans are current and approved constructs 74000 COUNTRY CLUB DRIVE, SUITE H 2 3901 WESTERL APPROVED PROJECT SITE issue plan. Verify that the general contractor has provided copies of all bulletins to date. PALM DESERT, CA 92211 NEWPORT BEACH, CA 92660 o 10 2. Contractor shall review Pre-Construction and Turnover Procedures. FINAL LANDSCAPE PACKAGE BID , SET OS/23/06 Work shall be in accordance with the requirements of the City of Palm Desert. PHONE (760} 773-9832 PHONE {949) 224-0040 8Y' Z4644 alp DIRECT OFFICE PHASE- i\\ tiT� s q y CONTACT- TAL JACKSON gATE:�=I�E�',w , DATE: a O(NAr SHORE OR r 3. The engineering soils report by N/A dated N/A is a part of these construction documents. The CONTACT; RICK EVANS r W \`\SST contractor shall comply with the report's recommendations as they relate fio his work. LANDSCAPE MANAGE . 'f� �O T B ADpfTtOt�t J O \ I T j Cathedral M _ \ E 4. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or ARCHITECT: CIVIL ENGINEER City GERALD FORD DR \\\ taxes required to install the work on these plans. G�TIt� �Oti I ' W_ � o \ , O 5. The contractor shall be appropriately licensed as required by the state in which the work takes place. PRIEST VUKSIC RBF 4 m \`\\�`�tiF� 6. The contractor shall notify the Owner's representative prior to beginning the work and shall be PHONE (760) 779-5393 74-410 HIGHWAY 111 l �l 11 n FRANK SINATRA DR responsible for coordinating with the Owner, Landscape Architect, governing agencies and other trades. CONTACT: JOHN VUKSIC Ro PALM DESERT, CA. 92260-41i4 Rancho Mirage w 7. Contractor shall notify Landscape Architect and Owner immediately of any errors, omissions or a \\ discrepancies in existing conditions or within fihe plans prior to beginning the work. PHONE (760) 346-7481 COUNTRY CLUB DR w 40TH AVE _ /,,,,// 8. Unit prices far all improvements shall be established as a part of the contract with the General FAX- (760)346-8315 1W11 � -_ ate ti 0- x `�' o } ¢ 42ND AVE 10 �ti Contractor and prior to beginning work, to accommodate additions and/or deletions of material CONTACT: JOE CICCHINI - I I v� w Palm Dee ¢ z , �n and/or labor. STRUCTURAL ENGINEER'. - 4 �/ m X < O p Bermuda ;Q/ `ST 4 ..-. w i C: o o W z Dunes °m�` 9TF SUBMITTALS . M a o o a Q i- /° 1 . Prier to the Pre-Construction meeting, the Landscape Contractor shall make submittals of the INTEGRAL ASSOCIATES UTILITY CONSULTANT ,���� �; f -- - FRED WAKING DR o following per the specifications: 1124 MAIN STREET, STE D 9 P MRC ENGINEERING 'N-,.. 11,t iII j HWY 111 w MILES AVE a. Hordscape samples IRVINE, CALIFORNIA 92614 -- - I P PHONE (760) 325-1045 I I FAIRWA DR d ?_ � 111 b. Photos or cut sheets for all site furnishings (pots, benches etc) including color samples �O ' Indian Q �� c. Photos for all trees 15 gal. and larger PHONE (949) 724-1800 CONTACT. RALPH RAYA _ _S. � 111 ti CONTACTS RORY ZACH I Wells I Z �� d. Size specifications (ht. x width) for all plant material �° City Limits 0 ladle ,,� 2. Determination of "equal" substitutions shall be made only by the Landscape Architect. 2 La Quin ty, 50TH 2 n AVE INSTALLATION PROCESS UTILITY C O M P A N I E S 3 U) o i 1. The Landscape Contractor will clean up the site on a daily basis. At no time, will piles of dirt or 1-800-684-8123 o o a 1 debris remain in publicly traveled walks. SO. CAL. EDISON _ Z W Z 2. Trees will be planted in tree pits within 24 hours of excavating tree hole. If firees are not planted SO. CAL. GAS COMPANY 1-800-427-2200 W the same day as the hale is dug, Landscape Contractor to install warning tape around tree pits. - SO. CAL. WATER COMPANY 1-714-535-8010 DATE SITE OBSERVATION I i Architect shall be notified no less than 48 hours in advance of any site observations UNDERGROUND SERVICE ALERT 1-800-422-4133 CITY OF PALM DESERT APPROVALS SN; 1 . Landscape Ar . : I El . + ,%CITY OF PALM DESERT NOT TO SCALE Or meetings ' I . 11 _ - . - , . 0 : .I : . I .- .. 0 , ve Ica��=, m.I I ow;mv A�M:tc i::41 0 . . . - % . 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L " �,_ , �,;, , � ._�,,,,, _______ ___ " I , , � - -,,��,e L,,-_,,,�� --_.­ � . � I . , I - �,�� ,!����:3��K_.,..:��.,,,_-�-,,, ". ,. ,�,, I -.,- ,,�. 4;��` .,-. �, -------- I I ­1 , I - 'I, �, �,I.- . , , "" I .10 I.t, - � � - - WM - �_; � -I � - ., I , I ,:-"��_:�,�­,i,i,, ,a - lonw,mm. M"Mim ,�, .1,-;... I�11 -, ,� - I . - , I ,­ "� -1 - - 11 - , . ,Z�-�ZF ITT71,9911-377, � . 0? �, . I _­­_.__ ._1_,_ __ - - -A-'!-%9L- , 105;1 7 .,,,7�,�!�� .I I I I I a a 0 0 � At XWOM - L! ! . a 41 a : &N�6. $ a a 0 1j)&vbA I VJF I 9 I r/�ff%, ,A I 1A a WN I 0 I __ ____ - ___ __ -- - - -- - - --- - __ __ - - __ CONSTRUCTION MATERIAL SCHEDULE DESCRIPTION MANUFACTURER COLOR MATERIAL FINISH PATTERN REMARKS CONSULTANTS REFERENCE LEGEND land arc + west DESERT ROCK & SUPPLY T.B.D. RANDOM SYMBOL DESCRIPTION REMARKS C-1 STONE PAVING OR EQUAL (760-328-5877) A CURB AND GUTTER SEE CIVIL ENGINEER PLANS MIXTURE PRE-CAST CONCRETE RUNNING BOND B� CONCRETE GUTTER SEE CIVIL ENGINEER PLANS ANGELUS BLOCK CO. FLAT EDGES 3901 westerlypl. suite111 C-2 INTERLOCKING CONC. RED/BROWN, CREAM/BROWN HOLLAND 60 MM OR EQUAL 909-328-91 15) SEE CIVIL ENGINEER PLANS ne . No.43port acn,ca 92660 PAVERS ( AND SAND/BROWN �C FIRE HYDRANT LIC. No.4340 _ RETARDENT ETCH � WATER METER SEE CIVIL ENGINEER PLANS tel: (949)224-0040 fax: (949)224-0044 PEDESTRIAN CONCRETE NATURAL GREY CONCRETE R [-C-3 FINISH E� PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS PAVING F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLAN RETARDENT ETCH RECAST CONCRETE EDINGER NATURAL GREY CONCRETE FINISH G HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENIGEER PLANS CONSULTANT C-4 SEATWALL CAP MATERIALS (714-435-1626) H DRAIN INLET SEE CIVIL ENGINEER PLANS ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS C-5 LEDGESTONE FACE CORONADO T.B.D. TO MATCH ARCHITECTURE � ON SEATWALL OR EQUAL J BUILDING SEE ARCHITECTURAL PLANS FINAL COLOR T.B.D. BY WETTED, ROLLED/TAMPED TO A �K CARPORT SEE ARCHITECTURAL PLANS C-6 3/8" MINUS 1 1 % DESERT ROCK & SUPPLY OWNER IN COORDINATION W/ FINAL DEPTH OF 2" I EQUAL 760 328-5877 � RETAINING WALL SEE CIVIL ENGINEER PLANS I FINES- DG OR Q ( ) CITY OF PALM DESERT FINAL COLOR T.B.D. BY �M WHEEL STOP SEE CIVIL ENGINEER PLANS 3"-6" DIA. COBBLE DESERT ROCK & SUPPLY OWNER IN COORDINATION W/ C-7 OR EQUAL 760--328-5877) � SIGN WALL BY SIGNAGE CONSULTANT ROCK MULCH ( CITY OF PALM DESERT �0 HANDICAP RAMP SEE CIVIL ENGINEER PLAN FINAL COLOR T.B.D. BY 2'-3' BOULDER ORS EQUA ERT ® (760--328 SUPPLY5877) OWNER 1N COORDINATION W/ CITY OF PALM DESERT LANDSCAPE CONSTRUCTION LEGEND DESERT ROCK & SUPPLY FINAL COLOR T.B.D. BY B 3'-4' BOULDER OR EQUAL 760-328-5877) OWNER IN COORDINATION W/ SYMBOL DESCRIPTION REMARKS ( CITY OF PALM DESERT O STONE VENEER LOW SEAT WALL SEE DETAIL 1 , SHEET L-1 .03 FINAL COLOR T.B.D. BY AND CONSTRUCTION NOTES DESERT ROCK & SUPPLY OWNER IN COORDINATION W/ C Finns 4 -5 BOULDER UAL 760'--328--5877 �2 SPLIT FACE WALL SEE DETAIL 2, SHEET L--1 .03 0 OR EQUAL ( ) CITY OF PALM DESERT RUNNING BOND CONCRETE STEPS, NATURAL GREY SEE DETAIL 3, SHEET L-1 .03 ORCO BLOCK CO. CONCRETE MACHINED UNIT SPLIT FACE TO MATCH ARCHITECTURE O WITH MEDIUM BROOM FINISH 0 z SPLIT FACE WALL SOUR DOUGH TO MATCH ARCHITECTURE Q OR EQUAL (760-775-5629) SEE DETAIL 4, SHEET L-1 .03 ® TRASH ENCLOSURE 5 ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 5, SHEET L-1 .03 SITE ELEMENTS SCHEDULE o TRASH SYMBOL DESCRIPTION MANUFACTURER SERIES MODEL # SIZE COLOR FINISH REMARKS Q INTERLOCKING CONRETE PAVING SEE DETAIL 6, SHEET L-1 .03 -- LO0 „ NATURAL RETARDENT ETCH LO QUICKCRETE QR-36SP 36 DIAMETER GREY FINISH 6" VEHICULAR PAVING NATURAL GREY SEE DETAIL 7, SHEET L-1 .03 E-1 SPHERE BOLLARD O CONCRETE WITH MEDIUM BROOM FINISH Z WTNM` I C 4" CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1 .03 �. �' ( ) Coz < BENCHES, TABLES, AND 8 T.B.D. BY OWNER � (00 a � UMBRELLA WITH MEDIUM BROt�M FINISHCOST PACKAGELIMIT OF PHASE 1 DIRECT OFFICE & JOIi�T IRECT OFFICE AREA OF RESPONSIBILITY LEGEND � STONE PAVINGAND SEE DCONSTRUCTIONETAIL 9, E NOTES03 ■�. � � ■■ ■■■■■■ �■■■ ■■■t■■■■■■■■■ ■ ■■■ ■�■■ ■y LIMIT OF WORK SYMBOL DESCRIPTION >� 1'-6" CONCRETE BANDING TROWEL SEE DETAIL B SHEET L-1 .03 MEN ♦ (SEE LEGEND THIS SHEET) COMMON AREA / JOINT COST AREA INCLUDES ALL 10 �. W Q U. ■ .: .. .. :. FINISH : ,■�; a i� �■':■� �,■�■ �■ ■:: �■, �'�1►� -._._77 -_ r � ,� i♦♦ CURB WORK UNLESS OTHERW{SE NOTED ffrr , 11 CONCRETE JOINT DETAIL SEE DETAIL 1 , SHEET L 1 .04 __ - ♦ JOINT COST DIRECT RETAIL COST AREA INCLUDES ALL AREAS SEE SHEETS L-3.01, 3.02Z .. •� _. . _.._.___. -� 12 POTS PER POT PLANTING LEGEND w�.. ......... LIMIT OF WORK , CURB TO BUILDING FACE UNLESS Lij _ __.. o00 _.. _ . ; FROM BACK OF ski t*(SEETHIS SHEET) OTHERWISE NOTED LEGEND DISTRICT INCLUDES AREA K __ __ ♦♦ cc ASSESSMENT DISTR FROM BACK ; Q.,. _ - -- - - - ------ -- - ♦ ®♦ OF WALK TO BACK OF CURB OF PERIMETERSTREET.� ♦ DIRECT OFFICE W w A _ D i WORK B AND ALL PERIMETER STREET MEDIAN ISLANDS c _ \ CUR D FORD DRIVE UNIVERSITY PARK, LIMIT OF Uj a Cf) ON COOK, GERAL - - - - .,■.■ THIS SHEET ' __ -- ■:.■,:..: - ) LEGS DRIVE AND TEC _ - NOTES _.__ __ _ \ (SEE LEND COL HNOLOGY DRIVE GENERAL CONSTRUCTI®N - - -- - LE WALKS, ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRlCF TO INSTALLING S, •° ;'; ' s'♦ ' ♦ DIRECT OFFICE COST AREA INCLUDES ALL AREAS 1• FOOTINGS, WALLS, ANI� OTHER STRUCTURES. ♦ Ll■ � a. - • - FACE UNLESS 001 CALIFORNIA BUILDING CODE, (CBC) AND OTHER _._.. _ -. o a 6 C-2 5 \ / G ♦ JOINT COST ■■■•■'�"� FROM BACK OF CURB TO BUILDING 2• CONFORM WORK TO REQUIREMENTS OF 2 ♦ ■-LK ♦ APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. TM LL .J •• . ,..�. ■� « \ ♦ LIMIT OF WORK DIMENSIONS Q R '�' 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS " - _ . , IS SHEET) CURB ETC. _ - _ :._ ,.,.. ... _..�:�: 4° E LEGEND THIS PAVING, 5, 0 > .� ♦® (SE ) INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF WALLS, i/gI0 4 ♦ °® ■ �2 TYP. �' .,o �� ■ ■ ■■ ■ ■ LIMIT OF WORK ♦° 7 ♦ UNLESS INDICATED OTHERWISE ON DRAWINGS. I _ _ �� \ O ± ♦ 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND E ■ � i ;': � '�� ♦ ACTUAL FIELD CONDITIONS, NOTIFY OWNERS AUTHORIZED REPRESENTATIVE FORUj ■ c-t 9 " �+� �• ♦ Y MAKE CONTRACTOR LIABLE _ Qns nF ♦, CLARIFICATION. FAILURE TO PROVIDE SUCH NOTIFICATION MAY ..�■„ : 2 6 ♦♦ ` FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. �, ■ 6 C-2 �`- \ 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE i -2 6 r:: � � ��♦ �Q. �� ` ` _ V ♦ \ K ,�♦ ♦ AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES ,►, ♦ AND RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO i! C-5 c- to � ` `' \ ` �♦ SAID UTILITIES IF PROPER VERIFICATION 8Y CONTRACTOR WAS NOT PERFORMED. Lu f /icy, ,.�, .-� � �_ l - `✓ - e \ \`''� DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN 1T IS OBVIOUS THAT OFFICE BUILDIN ♦ 6. .,_ �, \ ♦ ♦ /�' UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN `ss A 13 ,\ ♦♦ Q� KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO 5 PARC L 11 �', '� OWNEfZ'S AUTHORIZED REPRESENTATIVE FOR" RESOLUTION. ASSUME FULL �g ♦ ® A ATTENTION OF COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 46 RES PONSIBILITY FOR s- 'AD \ �� ® '4ls PROVIDING SUCH NOTIFICATION. 1 . TYP■ \ D ♦ �, 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY ■ �' y �� C ♦♦ ®j� PHASING WITH GENERAL CONTRACTOR. " 10'-0" TYP. ` : pp 4'-0 " %; / ■ N nrP°� ��4 � '♦� ♦ F� 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING M * �+� \ ';� '�♦ CONSTRUCTION. ■ _ ° '' � •• ♦ �� 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER TO CONSTRUCTION NOTES. V d • IV] 0' \ \7` •1 _ ■ - _ C r \ j / ♦♦ ��C� 10.ENSURE THAT CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES ■ ®• ♦ 11 .VERIFY PROPERTY AND UM17 OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO : � ;� V ` ♦�► '` �� '' ♦♦ COMMENCING WORK. Io -o s� ri.a D PLANS AND SPECIFICATIONS �■�,�. t/ \\ \ Y C-2 ♦ �j 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD �� ' i �♦�� JOINTS AT LOPPLICABLE. � o�tg `o, o 13.PROVIDEWHERE R ISOLATION CATIONSS WHERE PAVING ABUTS BUILDING WALLS, a e S COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES._ ,■ ; ■ 6'-0" G-3 ® / �3,0 / ' ' ♦♦ OF CALF is to G-2 6 q* +1' ♦ ® �' U AND WHEN o.r \ 1 q, JOINTS WHERE DIFFERENT PAVING TYPES AB UT T A I a ruaawr _ ■ PAVING 0 DOWELED C �A ,h T'RUCTI c- 6' . �' ' , ' '� ♦ q PAY NIGEWORKESTOPPAGES OCCUR. � .,♦,■■.ii' ` ��, , ; ,. , ,♦ \� ` i/ / ; ''';' /' � �� 15.REFER TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE C-5 C-4 OFFICES �,,,IIL®ING V ♦ .Q' ;/'�'' ♦ FOR ALL CONSTRUCTCON CALLOUTS. ALL CONSTRUCTION ITEMS ARE CALLED OUT ONCE PER EET GONTENTS� RE . _ � f; -, _ , , r .♦ � � ,/� SHEET, TYPICAL. _ <; 11 Y '' +♦ WAY FROM BUILDINGS AT NO LESS THAN 2%. PAR ` / 16.ALL LANDSCAPE AREAS SHALL DRAIN A CONSTRUCTION yT.. i ■ �I �� ,� ;,` ,' ` �, . ; /' ;, ,� ♦ 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN PAD _ - i / ♦ ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE PLAN 6 FLATWORK• 7 .� f ♦ 18. ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. ram. SHEET. �) O �, � ; / ♦ C� 19. ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER ILDINCi 3 Z . ,• AUG , • OFFICE U K _ CC: V i / / I ! I♦n i TYP !.. % GI1`!O Fa' r r R E L 11 ,0 C 3 fi C-2 6 .- ♦♦ All ■ C-a 1•�_,:; 8'-0" TYP. UNLESS _.1 C-4 PA� �I�E OTHERWISE INDICATED ! Revisions: y.t -� S y, ! C 6 ` ' K : on Description: _ 10 24 05 PIP - . ID SET O I: i w 14 06 BID SE T 03 ■..■,■,i■■ ,■ir : s ET 05/23/06 JUL viallilia- BID S ■:�, re■�-ate. \90i ■:■sr:■'.t:�■ '� ; Itei ^ DIRECT OFFICE PHASE ! � ADDITION ._. ...._ ... 904 Kim or, SYMBOL LEGEND e-� F �, REFERS i I c z 6 6 v<' 01 FOR THE FOLLOWING SE SHEETS L-1 . _ cc 4k �i` •u _ SYMBOL DESCRIPTION Date. 10-24-�05 � LIMIT OF PHASE 1 DIRECT OFFICE & JOINT COST ■ ,� ;% `�� SEE CONSTRUCTION MATERIALS Drawn By. SC/BG/AA � PACKAGE-SEE DIRECT RETAIL & JOINT COST PER ■ ' ' `` - ^ � `�.� ' � � ; s C-1 CKAGE--S • ♦ SCHEDULE DIRECT OFFICE PA ', \ �x„3 ♦ ♦ �� � ' � j - ' Checked- Ti/TA ■ ♦ r ` E-1 SEE SITE ELEMENTS SCHEDULE LIMIT OF WORK SEPARATE PACKAGE ■ � i , ♦ (SEE LEGEND THIS SHEET) 'i CONSULTANTS REFERENCE LEGEND Job o_ - ■ i ♦ / \\ SEE PLAN SHEETS `Q ��, ® ♦ u ��/ Plot Date: 05 23 06 >- ■ ;-, ♦ ♦ � �\� � `> ?`I LANDSCAPE CONSTRUCTION LEGEND ■ i �♦ ♦ I �� e' ` 1,. ; SEE PLAN SHEETS _ JOINT COST ■ ♦ Y L Plan Sets F LIMIT OF WORK ■- ■ ♦♦ KEY PLAN-NOT TO SCALE I SEE LEGEND THIS SHEET) ( ■ c� I ■ %' ♦♦ 0 10 20 40 ■ ♦♦ L 0 ■ �►♦ SCALE: 1 " =20' --0" SHEET 3 OF 21 I i I. AREA OF RESPONSIBILITY LEGEND CONSULTANTS REFERENCE LEGEND Ian arc + west SYMBOL DESCRIPTION SYMBOL DESCRIPTION REMARKS COMMON AREA / JOINT COST AREA INCLUDES ALL a CURB AND GUTTER SEE CIVIL ENGINEER PLANS CURB WORK UNLESS OTHERWISE NOTED �B CONCRETE GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly 926611 i newport beach,ca 92660 DIRECT RETAIL COST AREA INCLUDES ALL AREAS LIC. No.4340 C FIRE HYDRANT SEE CIVIL ENGINEER PLANS tel: (949)224-0040 ■ ■�■�■■■•■ FROM BACK OF CURB TO BUILDING FACE UNLESS �D WATER METER SEE CIVIL ENGINEER PLANS tax: (949)224-0044 OTHERWISE NOTED �E PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS ASSESSMENT DISTRICT INCLUDES AREA FROM BACK OF WALK TO BACK OF CURB OF PERIMETERSTREET F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS CURB AND ALL PERIMETER STREET MEDIAN ISLANDS � HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENGGEER PLANS CONSULTANT ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, a DRAIN INLET SEE CIVIL ENGINEER PLANS COLLEGE DRIVE AND TECHNOLOGY DRIVE. FI ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS DIRECT OFFICE COST AREA INCLUDES ALL AREAS �j BUILDING SEE ARCHITECTURAL PLANS DIRECT OFFICE ■'r;■' '■"■'■■ FROM BACK OF CURB TO BUILDING FACE UNLESS LIMIT OF WORK OTHERWISE NOTED CARPORT SEE ARCHITECTURAL PLANS (SEE LEGEND THIS SHEET) LL RETAINING WALL SEE CIVIL ENGINEER PLANS ' LIMIT OF PHASE 1 DIRECT ■ ■ ■ ■ ■ ■ LIMIT OF WORK WHEEL STOP SEE CIVIL ENGINEER PLANS OFFICE & JOINT COST PACKAGE ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ � JOINT COST SIGN WALL BY SIGNAGE CONSULTANT ■ ■ LIMIT OF WORK ■ SEE LEGEND THIS SHEET) 0 HANDICAP RAMP SEE CIVIL ENGINEER PLANS ■ � ■ LANDSCAPE CONSTRUCTION LEGEND ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SYMBOL DESCRIPTION REMARKS a R LOW SEAT WALL : r,r ■r=.rr■■iris:rrer ■irr�' ■■r' ■r■orDrr ii■■a■rr�'' - DETAIL 1 , SHEET L-1.0 SEE ' O1 STONE VENEER AND CONSTRUCTION NOTES ■ SPLIT FACE WALL SEE DETAIL 2, SHEET L-1 .03 �` ■ .' �_ . { _ _. �. 3 STEPS, NA GREY SEE DETAIL 3, SHEET L-1 .03 CONCRETE ST NATURAL 4 I WITH MEDIUM BROOM FINISH ■ SEE DETAIL 4, SHEET L-1 .03 _ ___ _ �; ■ �' � K � � I _ _. ____ _ _ - 4 TRASH ENCLOSURE ■ _ _. ... _ om C. _ _ __._.__-__ _... -_.-- __ _. _ TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 5, SHEET L-1 .03 ■ _ r E B 5 ■ _ . _ _...._ _ SEE DETAIL 6 SHEET L-1 .Q3 I INTERLOCKING CONRETE PAVING ■ — LO SEE DETAIL SHEET L-1.03 W ,�.■ __. _ _ 6" V GREY f ,ate o \ 7 CONCRETE WITH MEDIUM BROOM FINISH S � �•• �� ■ ' 4" CV) z CONCRETE PAVING NATURAL GREY ■ _ = �g SEE DETAIL 8, SHEET L-1.03 # Z I T OFFICE - ■ WITH MEDIUM BROOM FINISH DIRECT ■ ■■;■; ■f■ ■■r. ■.■ ■ ■■ ■err I LIMIT OF WORK ■ K SEE DETAIL 9, SHEET L-1.03 2 6 ; _ . - __ _ 9 ONE PAVING ..... (SEE LEGEND THIS SHEET) ,...r ■ _ T AND CONSTRUCTION NOTES 6" CONCRETE BANDING TROWEL DETAIL 6, SHEET L-1 .03LLJ W CL �"' ■ _ 10 SEE s' FINISH 0a CL ...� ■ T D TAIL SEE DETAIL 1 , SHEET L-1 .04 ® ■ _ \ I 11 CONCRETE JOIN E <C LE fir.. z W JOINT COST ■ 7'_0" -a WORK TYP I 12 POTS PER POT PLANTING LEGEND SEE SHEETS L 3.01, 3.02 i LIMIT OF WO {{ r W -o ®'-0" TY —.--._-_� SEE LEGEND THIS SHEET) > ,�' ~ f ( � ■ CL 11111m W W A t/� '� ■■ ! / r GENERAL CONSTRUCTION NOTES ;� W ■ OFFICE BUILDING _ ■ FINE GRADES HAVE BELN SET CORRECTLY PRIOR TO INSTALLING WALKS, ■ CEL 6 -� Z� A 1. ENSURE THAT o _ FOOTINGS, WALLS, AND OTHER STRUCTURES. ■ ■ 2. CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING CODE, (CBC) AND OTHER MOLL ■ P D FFE APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. ■ ' 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. DIMENSIONSC0 < 0 F PAVING CURBS ETC. FACE OF WALLS , , a.. - DRAWINGS ARE TAKEN FROM OUTSIDE , ■ - ; , E INDICATED ON rz ■ s� � w UNLESS INDICATED OTHERWISE ON DRAWINGS. _------- -- ---- — fT'I C7 [L _._.._ r/♦ 4'-0" TYP 4• ACTUAL FIELD I CONDITIONS,BETWEEN NOTIFY OWNER'S A THORIZED I REPRESENTATIVE VE FOR AND ■� 1® TYP.; a G PROVIDE SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE ..® -]am W ~ ■ 4'-0" TYP yr, f ■;!■v +, "� CLARIFICATION. FAILURE TO I- / ■ ► FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY. �j ■ 00 5°-0" MIN, H = 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE C7 J' TYP. I . - (T) AGENCIES AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES STRUCTURES, T RESPONSIBILITY FOR COSTS IN DUE TO ■ _ - D T ST U TAKE SOLE W W _ AN RELATED R A E c 3'-a" _ SAID UTILITIES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. J ® �v c TYP. 6 THAT _ ■ ■■ f ■ ■ PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS T w � ■ � DO NOT WILLFULLY PROC3: ; ......,.;;,; ■; _ _ UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN ■ _. ■ ■' ■ ■■■�: `� KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO__ t� ■ ■. ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL -ram ® -J ! ' I RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF :3 1p c_3 p PROVIDING SUCH NOTIFICATION. W : {{ ■ 7. ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT, w ■ r 6 C-2 � ■ s � � 6 IC-2 v �- PHASING, WITH,GARE IN PLACE PRIOR ENERAL CONTRACTOR. TO INSTALLATION OF PAVING AND WALLS. VERIFY p ■ ■■ 1 C-5 C-4 FFICE BUIL INCa 1 C-z 6 a = w w ■ ■ `� 8. REPLACE OR REPAIR EXISTING MATERIALS THAT ARE DAMAGED BY CONTRACTOR DURING CONSTRUCTION. � � Y ■ .' ii PARCEL 1 U ■ ■s s,-o» 9. PAYING E THATSCU CURVED EDGESUHAYERSM REQUIRED-REFER H AND CONTINUOUS NCURVESION NOTES. 'sue• = 4340 Q Q 'I I+ TYP. 10.ENSUR PAD FFE Ld .- ({ i DIRECT OFFICE 11 •VERIFY COMMENCING AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO �0-3— - LIMIT OF WORK ® � Q ■ 1 (SEE LEGEND THIS SHEET 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS t.w�.D°� W Dete Q ■ a'-o" TYP. UNLESS {{ s'_o» {{ 6>_a» {{ - I WHERE APPLICABLE. Y Q ■ OTHERWISE INDICATED a JOINTS AT 6 13.PROVIDE COLUMNS+SSTEPS,NLANDSCAPE WALLS AND OTHER FIXED GVERTICALBSURFACES.ALLS, Q w ■ {� JOINT COST J ■ ■= 6 c-2 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING TYPES ABUT AND WHE Q ■ _ PAVING WORK STOPPAGES OCCUR. LIMIT OF WORK ' r r ■ (SEE LEGEND THIS SHEET) 15.R£FEi TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE �■.r:■,!■:■■r S ARE CALLED OUT ONCE PER SHEET CONTENTS= � - . . _�.:__:.:�.._.._� ....., . , : : - : .. _ ....... .. ...:. _ .._ -_ ■.`■;■ _ :: - �. . ....:: _ ,. CONSTRUCTION CALLOUTS. ALL CONSTRUCTION ITEM ■ ' __ -_�w .-_;:: . . .E .r.■■,■ .:::.. --- -_ _._... ..:. ....... : . .. .... .. ..,:.,. FOR AL@. CONS ;a■ rr ■r■ 4■■■ ■ _.. .. :�:� ._..V. _... � ,,.a aMwr=a■rr�.ar�;.yrr�,rr.,,' _ :. ::': . ';� :: �; s■+:r �_ � SHEET, TYPICAL. o ROM BUILDINGS AT NO LESS THAN 2% J ■.■■ r;:■■ ■;■, r.■■ - 16. SHALL DRAIN AWAY F CONSTRUCTION k a. ■ a , � G ' ALL LANDSCAPE AREAS ■ 17.VERIFY (IN THE FIELD) VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN PLAN ■ A ON THE CONSTRUCTION PLANS PRIOR TO BUILDING WALLS AND POURING CONCRETE FLATWORK. {� 18.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. Y ■ 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. AM ? �j"' _ ..._... .mimmm ONE m NONE ■ tr LIMIT OF PHASE 1 DIRECT OFFICE & JOINT COST PACKAGE—SEE DIRECT RETAIL & JOINT COST PER f SEPARATE PACKAGE Revisions: Na. Revision Description: BID SET 10/24/05 { I BID SET 03/14/06 BID SET 05/23/Q6 DIRECT OFFICE PHASE- 1 REFERENCE SYMBOL LEGEND 1 B ADDITION SEE SHEETS L- 1 .t11 FOR THE FOLLOWING: SYMBOL DESCRIPTION ILL rl` C-1 SEE CONSTRUCTION MATERIALS Cf. SCHEDULE yf Date: 10-24-05 E-i SEE SITE ELEMENTS SCHEDULE 01 y� f - - n CONSULTANTS REFERENCE LEGEND Drawn By: SC/BG/AA FSEE PLAN SHEETS Checked. TJ TA ,_.� LANDSCAPE CONSTRUCTION LEGEND , I SEE PLAN SHEETS Job 03-1199 Plot Date: 05/23/06 � Plan Sets F I KEY PLAN—NOT TO SCALE f 0 10 20Is. 0 2 40 f3 SHEET 4 OF 21 ` Cr LL w i land arc + west CONSULTANTS REFERENCE LEGEND SYMBOL DESCRIPTION REMARKS CURB AND GUTTER SEE CIVIL ENGINEER PLANS 3901 westerly pl. suite 111 �B CONCRETE GUTTER SEE CIVIL ENGINEER PLANS newpor<beach,ca9266o ' LIG No.4340 ❑C FIRE HYDRANT SEE CIVIL ENGINEER PLANS tel: (949)224-0040 fax: (949)2240044 �D WATER METER SEE CIVIL ENGINEER PLANS �♦ � PARKING LOT STRIPPING SEE CIVIL ENGINEER PLANS I, ♦♦ F HANDICAP PARKING STALLS SEE CIVIL ENGINEER PLANS CONSULTANT ♦♦ GG HANDICAP RAMP GROOVES AND CURB SEE CIVIL ENtiNG'E'ER 4LA�tS ♦♦ � � ♦ � DRAIN INLET SEE CIVIL ENGINEER PLANS I ♦♦ Q ELECTRICAL TRANSFORMER SEE UTILITY CONSULTANT PLANS ♦♦ 0 BUILDING SEE ARCHITECTURAL PLANS v ♦♦ CARPORT SEE ARCHITECTURAL PLANS /. ♦♦ L RETAINING WALL SEE CIVIL ENGINEER PLANS i ♦ j / ♦ a WHEEL STOP SEE CIVIL ENGINEER PLANS ♦♦ a SIGN WALL BY SIGNAGE CONSULTANT ♦ CIVIL ENGINEER PLANS ♦♦ HANDICAP RAMP SEE /� / ♦♦♦moo♦o♦ ♦ �F` �f �/ / <:, ,�+ ♦ -T LANDSCAPE CONSTRUCTION LEGEND i o se ' ♦ ♦o ♦ REMARKS \ /j ♦o+ Rio®1 ,, . �� ♦♦ SYMBOL DESCRIPTION ♦�♦o '�0♦6 c�� ♦ !�1 lssssssss STONE VENEER LOW SEAT WALL SEE DETAIL 1 , SHEET L-1 .03 / , , / / �,/ e♦♦♦ ,\`,Y ♦® AND CONSTRUCTION NOTES �/ ♦♦e ; ♦♦♦ G 0) ♦ 2 SPLIT FACE WALL SEE DETAIL 2, SHEET L 1 .03 •i•• - - ♦♦ �;,\ ♦ ♦ NATURAL GREY z sees 8 c-3 / ♦♦ ♦ 3 CONCRETE STEPS, ♦ O MEDIUM BROOM FINISH SEE DETAIL 3, SHEET L-1 .03 N.A.P. SEE PHASE 1p e ♦ WITH MED Ce i „ ♦ ♦ SEE DETAIL 4, SHEET L-1 .03 / / ♦ ® \ ♦ 4 TRASH ENCLOSURE ASSESSMENT ♦ ♦ J I ' ♦° o / ®♦ ♦♦ ♦♦ 5 TRASH ENCLOSURE TUBULAR STEEL GATE SEE DETAIL 5, SHEET L-1 .03LO ACKAGE i / ,� ��♦ �� - � ��� ♦ O ,r- ,rCL DISTRICT P see y o♦� ♦ 6 PAVING SEE DETAIL 6, SHEET L-1 .03 i ♦ ♦ ♦♦ INTERLOCKING CONRETE L >= -2.04 ! ♦♦ A�® ♦ F-- ? W �LO #--SHEET � ♦®o® �� ee.�o � ♦ � 6" VEHICULAR PAVING NATURAL GREY SEE DETAIL 7, SHEET L-1 .03 -* ♦♦♦ ♦♦e F ♦ C� CONCRETE WITH MEDIUM BROOM FINISH ,,,■.,,..,, oloz OFFICE♦ % / ♦♦ ♦ ♦ � 4" CONCRETE PAVING NATURAL GREY SEE DETAIL 8, SHEET L-1 .03 O a W ♦♦ ;"� ♦ WITH MEDIUM BROOM FINISH .� BUILDING 12 4 � ♦ C� •Cc ee r `�, '°Q• � U �' �, ', ♦ e e° ♦ � SEE DETAIL 9, SHEET L-'f.03 i ;®♦® to "� / /!� ®0 6 c-2 ♦ STONE PAVING AND CONSTRUCTION NOTES CC W W_ CL U. ♦♦ j " ♦ ♦ : �a .� � ♦®♦ ,� `v �e® ♦ 10 1 -6 CONCRETE BANDING TROWEL SEE DETAIL 6, SHEET L-1 .03 W ' ® � J ♦e♦e % { epee ♦ FINISH �."' U ® ♦ SEE DETAIL 1, SHEET L-1 .04 "� J o♦ % '`��'` '` m 11 CONCRETE JOINT DETAIL o♦o ♦ ♦♦ 12 POTS PER POT PLANTING LEGEND SEE SHEETS L-3.01, 3.02 ® ♦ � Q w i- ♦o♦off �,,\ �,, �� < ; � +® LIL �, �- Crm ♦ o y ♦ ,� �� CL ls� W w eeee `� r xy; ♦ 5 o GENERAL CONSTRUCTION NOTES CO i /� / see �`,, \ ;Y`�Xj�`r y�'� /`.,ti ♦ r® � � � W �. x:'r ♦ ®,J'` 1 . ENSURE THAT FINE GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING WALKS, W c-4 ♦♦♦ � 10 �� x ♦ �� FOOTINGS,„�� �� ; ♦ WALLS, AND OTHER STRUCTURES. �, ` ♦'� CL 2• CONFORM WORK TO REQUIREMENTS OF 2001 CALIFORNIA BUILDING CODfl, (CBC} AND OTHER ' • W / 1 e♦o F IC E � � " ♦ 16- APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. ♦ ♦ �' SCALING OF DRAWINGS. DIMENSIONS DIMENSIONS TAK E PRECEDENCE OVER S DIME t r N err/ WRITTE ,�♦ - '� ,`y ' ♦♦�►♦♦ ��� ♦ `cs �G INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FAGS OF WALLS, PAVING, CURBS, ETC. LL � J B�UI .DI1G 13Q / ♦ o♦ e \ x lxx o♦® gee ♦io ♦ UNLESS INDICATED OTHERWISE ON DRAWINGS. / o e ebb e ♦ ♦ 6� ® 4. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS ANDCO CL ♦o♦ ♦♦�y .�� `; ;: e♦ . r ` �� ®o♦ ee ♦o♦ `. ♦ 'S AUTHORIZED REP RESENTATIVE FOR 0 ♦ �. FIELD CONDITIONS NOTIFY OWNER � ♦ '�, AL F 9 e♦ - �, °� �r ,� ♦ ACTUAL E SUCH NOTIFICATION MAY MAKE CONTRACTOR LIABLE sJ < z i / ®ee �♦ ®® ; � �� e�:�� ♦;�o ♦ �'� t�, CLARIFICATION. FAILURE TO PROVIDE DISCREPANCY. ♦ ♦®e e♦ ♦oy s ,\ ♦e ♦ \' FOR COSTS INCURRED TO RECTIFY THE DISC J W ♦ ♦ ♦ �� ® 5. CONTRACTOR TO BE RESPONSIBLE TO CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE ® �- j ®®♦® " ' \ ,, �j�® �' ® �, AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS FOR UNDERGROUND UTILITIES, PIPES ♦ - A COSTS INCURRED DUE TO c 3 Y FOR • $ ♦ � C� RELATED STRUCTURES, TAKE SOLE RESPONSIBILITY RE A®®♦ 8 ♦ ,,� ��V AND L VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. SAID UTILITIES IF PROPER tV T Uj Uj G US THAT see c-2 g � � �� ♦ � Q� �- 6. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS ® .��� UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN ® / ♦®®e �.o°' G ~ + Q �C/ w KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO FULL ♦ ♦♦ ! ♦ ♦ / �' ATTENTION OF OWNERS AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME ,. ♦ F ® R DUE TO LACK 'C} - � MODIFICATIONS 8 �` 1 F C�. c s ♦♦ ® `% ®♦ ®♦ ®• �� `T� Q� PROVIDING SUCH NOTIFICATION, ♦ t � , RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MOD ®♦ r "v`y' ® `� G� MAINLINES, ELECTRICAL CONDUIT, �,. ®♦♦ � ♦® �✓ 4. ¢ 7. ENSURE THAT DRAINUNES, IRRIGATION LATERAL AND M , ♦ Q fv SLEEVES, LTG., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND WALLS. VERIFY ♦ OFFICE ,j ,a A ♦ Q PHASING WITH GENERAL CONTRACTOR. Q ♦ CONTRACTOR DURING 14 %. e F ♦® $� REPLACE CONSTRUCOTONEPAIR EXISTING MATERIALS THAT ARE DAMAGED BY BUILDING '� TO CONSTRUCTION NO TES.TES. j / ♦ 9. PAVING AND SEALANT MOCK-UPS ARE REQUIRED-REFER rnr. / ♦ CURVED EDGES HAVE SMOOTH AND CONTINUOUS CURVES. ♦ ♦ 10.ENSURE THAT o �'� a♦o 1 1 .VERIFY PROPERTY AND LIMIT OF WORK LINES WITH GENERAL CONTRACTOR PRIOR TO A r ♦ s 4340 r „" ♦o ♦♦ COMMENCING WORK. j ee ♦ 12.REFER TO CITY AND COUNTY STANDARDS FOR STANDARD PLANS AND SPECIFICATIONS S f: ♦e / ♦ WHERE APPLICABLE. 10-3�0e c-2 6 '♦ ♦♦ 13.PROVIDE ISOLATION JOINTS AT LOCATIONS WHERE PAVING ABUTS BUILDING WALLS, R® ud a ♦♦ ✓ ♦ COLUMNS, STEPS LANDSCAPE WALLS AND OTHER FIXED VERTICAL SURFACES. ♦ ♦ ♦♦ � Date ♦ 14.PROVIDE DOWELED CONSTRUCTION JOINTS WHERE DIFFERENT PAVING. TYPES ABUT AND WHEN �9, , ♦ , : PAVING WORK STOPPAGES OCCUR. CAS-��� ®♦ ❑G - oo -- 6 c-2 , ♦♦ 15.REFER TO THE LANDSCAPE CONSTRUCTION LEGEND AND CONSTRUCTION MATERIAL SCHEDULE ` ♦ ♦ FOR ALL CONSTRUCTION CALLOUTS. ALL CONSTRUCTION ITEMS ARE CALLED OUT ONCE PER ♦s � :. ♦ � K :. SHEET, TYPICAL. ♦♦ ���, ♦ � ♦♦ 16.ALL LANDSCAPE AREAS SHALL DRAIN AWAY FROM BUILDINGS AT NO LESS THAN 2%. SHEET CONTENTS x� ♦♦ ♦♦ ♦ ♦♦ 17.VERIFY (!N THE FIELD) VERTICAL PRIOR TO LBUILDINGLWALLSTANDTION POURINGTURES AS CONCRETE SHOWN DIRECT OFFICE ♦ \\v\ \^ ® ON THE CONSTRUCTION PLANS FLATWORK. Q ♦ l see ` ♦ 1 B.ALL ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE. PHASE-1 V ♦ see ♦ 19.ALL DIMENSIONS ARE SHOWN ONCE TYPICAL PER SHEET. ♦; 4 " ♦♦♦ / ®♦ CONSTRUCTION 7 ♦♦ / ♦♦ ♦ PLAN RECr. i V �--. 1 ♦♦ <. ♦see PHASE to LINE / , ♦ A,UG 4 n7ra ♦N ♦♦"� / AREA OF RESPONSIBILITY LEGEND �♦ ♦♦ ♦® ♦♦ ♦♦ SYMBOL DESCRIPTION +♦ ®♦ ,p�/•J9 ®® ♦ COMMON AREA / JOINT COST AREA INCLUDES ALL ♦ / ♦ ♦ RE'VISI®17S® ♦�♦ :jC' ♦♦ ♦♦ CURB WORK UNLESS OTHERWISE NOTED /` / e No. BID Revision SET D65C1t0/24/05 SqG'� A ♦♦ ♦♦ DIRECT RETAIL COST AREA INCLUDES ALL AREAS Fi0 \ ,S, ♦ ,� BID SET 03/14/fi S -q ♦ ♦ FROM BACK OF CURB TO BUILDING FACE UNLESS �� F�` `SF` ♦ _ ♦ OTHERWISE NOTED REFERENCE SYMBOL LEGEND BID SET 05/23/06 A /O ♦♦ ♦ - A DIRECT OFFICE PHASE- ,p"tqs O/ ♦♦ ♦♦ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK SEE SHEETS L 1 .01 FOR THE FOLLOWING: ,Q ♦ ♦ OF WALK TO BACK OF 111JRB OF PERIMETERSTREET 1 B ADDITION �-9 / F� ♦ ♦� CURB AND ALL PERIMETER STREET MEDIAN ISLANDS SYMBOL DESCRIPTION O ♦ GERALD FORD DRIVE, UNIVERSITY PARK, C-1 SCHED®LETRUCTION MATERIALS i ON COOK, /�F 0,� ♦♦ ♦♦ COLLEGE DRIVE AND TECHNOLOGY DRIVE. 1 �� �/� ♦ ♦ - ( E-1 SEE SITE ELEMENTS SCHEDULE 0/"tN ♦♦ ♦♦ DIRECT OFFICE COST AREA INCLUDES ALL AREAS �` T / ♦ ♦ i'�■a■�■■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS "" }� N% CONSULTANTS REFERENCE LEGENDDate 10--24-05 C' _ [A] SEE PLAN SHEETS F « OTHERWISE NOTED ii° ' � �' ,a F ' j' ;, Drawn Bp SC BG /AA � � �/ 'rtk�� /,, � +_?� j 1 1 LANDSCAPE CONSTRUCTION LEGEND Y / `�;t SEE PLAN SHEETS Checked: TJ TA c C' ■ ■ ■ ■ ■ ■ LIMIT OF WORK � Job 03-1199 C'� _ .. � Ins u /.`w � y .fe /5 ✓ r� Q ,�` ` a A, � f # Plot Date 05/23/06 �- I 1, t=� _ Plan Sets F KEY PLAN-NOT TO SCALE 0 10 20 40 L - 1 . 02a 1 SCALE: 1 " -20' --0" SHEET 5 OF 21 f% I 23 - 10 89_69, 29_099 8,_69f 2'-0" 01 SPLIT FACE WALL AND CONC. + west EQ. EQ. CURB PER DETAIL 2, THIS SHT. land arc w 8 PERVDE DETAIL THIS SHT. 19_6,9 \ \ \ \ \ 3901 westerly pl. suite 111 _ � 01 QUICK CRETE PRODUCTS CORP. - SWC EPDXY TO MASONRY 8 1 ' 03 1 DIA. CANE BOLT SLEEVE #•Q V 12 newport beach,ca 92660 o � � 3'=0" � � �� 4 TUBULAR STEEL TRASH � � �� 02 8"x8"x16"PRECISION CONC. BLOCK LIC. No.4340 I Q '� GROUT FILL ALL CELLS SOLID. tel: (949)224-0040 6" THICK NATURAL GREY -4 B �CK. ACCESS' 1 ENCLOSURE GATE PER DETAIL 5, 2 fax:(949)224-0044 01 ____-,._- THIS SHT. 3 03 STONE VENEER SHALL BE CORONADO CONCRETE WITH MED. BROOM & SPECS. HONEY LEDGE CARMEL MOUNTAIN, FINISH PER CONST. PLAN 6 05 CONCRETE PARKING LOT CURB 4 JOINT & PATTERN TO MATCH NE PER 2500 PSI ® 28 DAYS PER CIVIL ENG. PLAN I � 6 CODE I AND UMANU VENEER RECOMMENDATION CONSULTANT 4 P.S.I. AT 28 DAYS. I 6 4" CONCRETE AND RAMP PAVING ° 5 2 UY HORIZ. BARS C� 12 O.C. EA. 2 Q Q4 #4 VERT. BAR AT 16 O.C. ALT. g o PER DETAIL 8, THIS SHEET CAD CENTER OF POUR 3" Q9 ._.:. _ � .__ . ._ _ BENDS IN FOOTING AS SHOWN. CLEAR ALL EDGES TYP. °c�v - - S 7 ADDITIONAL TRASH ENCLOSURE a - - 5 ADJACENT FINISH GRADE OR C� � =1QI=IQI I Q -i`Ii�=IQI= �J 6 7 CONFIGURATION PER o „ PER I �-- i _-1I I I�I PAVING PER CONST. PLAN. COMPACTED SUBGRADE6 CONSTRUCTION PLAN I ( , 6 4 HOR1Z. BAR AT 16 O.C. CONT. STRUCTURAL SOILS REPORT. BACK II I I- °a I I II i� I 7 # 3 ( TRASH ENCLOSURE WITH BA Q I I— RE-COMPACTED SUB-GRADE PER z ACCESS SITUATION (ADJACENT SOIL REPORT OR 90% COMPACTION. Q a a a TO WALK) EXTEND WALL. ° CJ ° ° NOTE: CJ ° co o _•_- --�.. 6 ►�� I=I Q ` 1 , PROVIDE SCORE JOINTS AT o o ; i 10 -0 O.C. MAX SPACING & \ q EXPANSION JOINTS 0 20'-0" O.C. � MAX. SPACING & @ ALL CHANGES IN DIRECTION. 2. APPLY 1 /2" RADIUS NOSE ALL 2 SECTION EXPOSED EDGES CONT. TYP. SECTION 1 "=1 '-0l9 8" TYP. SCALE:1 =1 " SCALE tO co 5 5 a N _ , PROTO II WALL. FOR WALL EQ. EQ. STRUCT. INFORMATION SEE 1•,•• Z PROTO 11 WALL DATA SHT. PLAN VIEW THIS DETAIL IS FOR HEIGHT AND Q I SCALE 1 /2"=1 '-0" APPEARANCE ONLY. � ±10'-2" VERIFY POST T`• >pm to �'".. LOCATION IN FIELD 1 STONE VENEER LOW SEAT WALL �.--- � W T- 1- TRASH ENCLOSURE 1 CONCRETE VEHICULAR PAVING 4 t� o Z `"� 7 8 (00 Wz 99_�99 mm a: VERIFY ,,...� 0 E O SPLITFACE MASONRY WALL PER DET. 2, THIS SHEET. 1 E 1 ,> >= TOP � f9 99 cic w o . U. _ 2Q 2 X 1 1/2 RECT. 12 GA. TUBULAR STEEL GATE BOTTOM AND SIDE RAILS. t..'J 2 X6 X16 PRECISION CONCRETE � > a CL .J -�-. g ' BLOCK CAP TO MATCH SPLIT FACE o0 < Q3Q 4"X4"X1 /4" THICK TUBULAR STEEL POSTS W/ PLATE CAP BLOCK �r�tr J WELDED TO TOP. �L•ii•..• Q2 6"X8"X16 SPLIT-FACE BLOCK 3 4 1 "X1 "X1/8" TUBULAR STEEL CROSS MEMBERS. ° ® m „ . . . . . . Q 4" O.C. (BOTH SIDES SPLIT). GROUT RDE P � 1Q FINISH GRADE. 2 AT G.C. AND 4 5 PERFORATED 12 GA. METAL PLATE W/ 1 /8 DIA. HOLES 0 8 /� 1 AT TURF AREAS, TYP. QQ 2 FILL ALL CELLS SOLID. C „ '�' S 6 NON-LOCKING MARQUIS PASSAGE LEVER SET #850-3 AVAIL. RAKE JOINTS TO MATCHCL Fm W W W 1 n 3 ® APPLY 1/2 RADIUS NO SE ALL Q EXISTING. BLOCK COLOR TO EXPOSED EDGES CONT. TYP. co 6 FROM ORLEANS ORNAMENTAL IRON$ & CASTING X MATCH ARCHITECTUREg' J W DISTRIBUTIONS,INC. TEL. 800-824-3608.) 5 VERT. BAR AT 24 O.C. (OR #` W 2 DlST ( � 4 a # V ® INTEGRAL COLOR 4""CONCRETE FLATW®RK --- 3-3"X3" HEAVY DUTY HINGES WELD TO SIDE RAIL. C� 1 '-4" O.C.) ALTERNATE BEND IN ■..,.■ ® � � WITH TOP CREST FIN . . . . . 0 i 97 89 Nf _ FOOTING AS SHOW 3 . . FO t� 2500 P.S.I. AT 28 DAYS. I • . . • � . 8 8 1 1 /2 X1 1/2 12 GA. TUBULAR STEEL MIDRAIL. Qa. in Q #4 HORIZ. BAR IN WALL 4 6" x 6" X 2 9 W x 2 9W WWM Q9Q ® 3/4 DIA. SOLID HEAVY DUTY DROP CANE BOLT WELD TO 4EEVE IN PAVING Q CONTINUOUS 0 24" O.C. "'� AT CENTER OF POUR TYP. HOLD . . . . . . . 0 RAIL. SET 6 LONG 1 S CHE D. 4 0 P.V.C.PVC PIPE S 5 2" CLEAR ALL EDGES TYP. a' TO RECEIVE CANE BOLT. 5 . l . f9 � ADJAC• VEHICULAR CONCRETE 8 i 5 JOINTS PER CONST. PLAN AND . . . . 11 10 6" CONCRETE FLATWORK. PER DETAIL 7, THIS SHEET fi PAVING 0 z 6 PER TYP. "JOINTS DETAIL", 1 Co . 1 1 1 CU. FT. 3/4" CRUSHED GRAVEL POCKET 7 � 8 WIDE NATURAL GREY CONC. Q TRAVEL RUN. . W STEEL TR { SHT. L-1 .06. a CU RB _.. 12 3 BAR HORIZONTAL TIES 0 8" O.C. MAX. 8 / 2 Q # PROVIDE 2-#4 BAR CONT. WITH �•••► z COMPACTED SUBGRADE PER CO 13 4-#5 VERTICAL BARS. z 6 Q e #3 TIES 12" O.C.O.C. "RAD. NOSE V O STRUCTURAL SOILS REPORT. _ ;� 3 0 0 I o 0 0 0 °: ' :..� o Q4 POST CONCRETE FOOTING INCORPORTATED INTO WALL EXPOSED EDGES Q 0 o T A . o HALL ACHIEVE 2500 P.S.I. AT 28 DAYS. a I I=!l it QI W NO E o p. FOOTING. SUj o o °' 1 . PROVIDE EXPANSION JOINTS 11- ° IQI-}Q I-I O FINISH GRADE _ 4 -1 Q I I-►i 1=►i I- --j AT MAX. 25'-0" O.C. AND I I — I a ' .� -)(I=III-�� ® RECOMPACTED SUB-GRADE, PER IN II I Tm # b I INTERMEDIATE SCORE JOINTS�� .Q I I III I I a III I � I I °.. , O.C. FOR 8 0 — I I SOIL REPORT �.. WIDE WALKWAY OR LESS. _I f F I I I� U oI I I I III a; a6 q ALL OTHER JOINT LOCATIONSSEE CONST. PLAN. te � -III ° 4 2. PROVIDE 1 -1/2 LBS OF 3/4" -� I� —III I I NOTE: SUPERNET FIBER BY FORTA CORP -�M 1 . ALL WELDS SHALL BE $" FILLET WELDS ALL AROUND. VARIES PER CU. YD. OF CONCRETE IN ALL Q GRIND SMOOTH ALL WELDS. PROTO II WALL. FOR WALL FLATWORK. 2. PAINT WITH ONE COAT OF ENAMEL PRIMER AND TWO STRUCT. INFORMATION SEE .o. • : . •;o o� .a COATS COLOR PER CONST. TES. PRO TO 11 WALL DA TA SHT. SECTION 3. ALL MEMBERS TO BE ZINC METALLIZED. SECTION THIS DETAIL {S FOR SCALE: 1 "=1 '-0" M Q SECTION SCALE 3/4"=1 '-0" HEIGHT AND �a- APPEARANCE ONLY. ' 4 � SCALE:Li " (V e EQ. EQ. I81 Date 2:-0�9 t (p Date .Q 2 SPLIT FACE WALL 8 4' CONCRETE PAVING 5 TRASH ENCL OSURE TUBULAR STEEL GATE ��` 4 P"E LOCAL CODES SHEET CONTENTS., 8 3 ►�- a „ 10 1 5 8 N f4„ 1/2„ 5 TYP. TYP. $ CONSTRUCTION 1 11 6 7 1 \ r 4 1 2 , 6 - 4 DETAILS i 29_099 2 REC _F it t, ZI z3 . AUG 2 _ Q 4 f _ 1 ROW _ 5 6 99 I C PTUYB C .GSe:e.�FLEE' 8 PAVER �— n I. ^ .° ,r III—III 4 BANDING — - - = 1 1=1 I I Q I-1 I I -I Q 1=1 Q I � �-, 1 1 /2" �� � a - 4 _ Q 2 ae: PAVERS AT PARKING CURB I ! I 1 I !—I 1 I- ReVIS10f1S- SECTION-NTS PAVER AT PLANTING EDGE & WALL " �Q P ENLARGEMENT � 8:� I I� No. Revision Description: SECTION-NTS N.T.S. `ti I BID SET 10/24/05 T SWEEP DRY SAND INTO PAVER JOINTS PER MANUF. SPECS. -I I I 11- My & BID SET 03/14/os 6 - ( COMPACTED SUBGRADE PER GEO-TECHNICAL SOILS REPORT. 3 • EQ. EQ! I - BID SET 05/23/06 3 ROW 03 INTERLOCKING CONC. PAVERS. PATTERN, TYPE, SEALER, & 1 '-0 � DIRECT OFFICE PHASE- -3 PAVER COLOR PER CONST. SCHEDULE & PLAN. ©�. =1 R CONST, PLANS & CIVIL ENG. PLANS. 1 B ADDITION 1 FINISH GRADE t`40 CONC. SUB-BASE @ TYP (4)ADJACENT BUILDING PER 5 „ BANDING 2500 P.S.I. t� 28 DAYS Q PITCH TREAD � 1% TO FRONT, 2 STONE PAVING PER PLAN AND 8 YP. O 1 " THICK SAND FLAT SETTING BED. o — TYPICAL. O 5 COMPACTED SUBGRADE PER SOILS REPORT �I 6 CONC. STEPS COLOR AND FINISH NOTES W/WIPED JOINTS. MAX. Q CURB aAGGREGATE BASE PER GEO-TECHNICAL SOILS REPORT & ry- I I— PER CONST. SCHEDULE. CONC. TO JOINT 1Y". 6 6" x 6"x 2.9W x 2,9W WWM -� BUILDING MANUF. SPECS. M v a 7 ACHIEVE 2500 P.S.I. 28 DAYS. MORTAR JOI 2 Q -< „ AT CENTER OF POUR ;� EDGE Q ADJACENT PLANTER-SEE PLAN FOR PLANTER LOCATIONS AVERIFY PPLY 1 2 " RAD. AT ALL EDGES. f Q 1 MIN. LEVELING MORTAR BASE. PRECISE�GRADING PERGES CIVIL ENG ®ate: 1 ®®Z 4"'_O 5 � 08 60MM PAVER ATOP CONCRETE SUB-BASE EQ. E 3 ADJAC. LANDING PER CONST. PLAN O 1 PER DETAIL AND CONST. SCHEDULE & PLAN. SECTION 3 ;� Drawn By: SC/BG/AA 1 -0 4 #3 BAR AT NOSE 2 CLEAR NOTE: CONCRETE IN CONTACT WITH SOIL, PROVIDE 09 CONCRETE SUB-BASE SHALL ACHIEVE 2500 PSI C� 28 DAYS SCALE 1 "=1 ' 0" AT ALL EDGES.- DOWEL INTO CHEEK Checked: TJf TA 1 . FOR ALL CO 1 ROW SEE ENLARGEMENT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH AT 99 CON 8 PAVER (@ JOINT, SEE JOINT DETAIL THIS SHEET. (6)POUR STEPS AGAINST RE-COMPACTED GRADE PER STRUCT. SOIL REPORT. Job *¢ 03-1199 i 28 DAYS OF 2,500 PSI BANDING 11 ADJACENT PARKING LOT CONCRETE CURB. O #3 BAR AT 18" O.C. BOTH WAYS AS SHOWN,3" CLEAR ALL EDGES. Plot Date: 05/23/06 1 CONC. BANDING W/ 3-#3 BAR CONT. AT DOWEL INTO CHEEK WALL CENTER OF POUR AND #3x12" BAR r� 12" O.C. 2" ® 1/4" X 1/4" DEEP SAWCUT GROOVES. 14 OR TOOLED STEP TREAD SLIP RESISTANT Plan Sets F s CLR. ALL EDGES. CHANNEL WITH CONTRASTING COLOR STAIN0 3 ROW PER CONTRUCTION SCHEDULE. PAVERS AT PARKING CURB PAVERS AT BUILDING EDGE NOTES: -- PLAN VIEW-NTS 8" PAVER PLAN VIEW--NTS DING 1 • POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR PROPERLY � BAN COMPACTED FILL PER GEO-TECHNICAL SOILS REPORT, ... SECTION 2. CONC. BASE PER GEOTECHNICAL SOILS REPORT. SCALE:1 0' SHEET 3 CONCRET E STEP SHEET 6 ®F 21 � 6 INTERLOCKING CONCRETE PAVER 9 TONE PAVING ON CONCRETE BASE i I OWNER'S RESPONSIBILITY 24. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT 25. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR BACKFILLING ALL WALLS METAL WORK 1 . CONSTRUCTION RESPONSIBILITIES: THE OWNER WILL BE DIRECTLY TIME TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF SWALE BEHIND ALL WALLS, 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT 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 OF ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. land arc + west 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. CONTRACTOR AND COORDINATED THROUGH THE OWNER TO THE LANDSCAPE COMPENSATE THE LANDSCAPE ARCHITECT FOR OVERTIME. THE CONTRACTOR WILL RELATIVELY NON-EXPANSIVE FILL WILL BE USED IN BACKFILLING BEHIND WALLS. 2. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE CURRENT ARCHITECT. THE LANDSCAPE ARCHITECT WILL BE IN A SUPPORT OBSERVATION BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) ALL RETAINING WALLS WILL BE ADEQUATELY SHORED DURING THE BACKFILL EDITION OF THE UNIFORM BUILDING CODE. ROLE TO THE OWNER PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: OPERATION. 3. THE TUBULAR STEEL FENCE CONTRACTOR WILL BE A C-23 CALIFORNIA WITH THE OBSERVATION SCHEDULE AS NOTED. "KICK-OFF" MEETING 26. PRECISION BLOCK WALLS AS NOTED ON THE PLANS AND DETAILS WILL LICENSED TUBULAR STEEL FENCE CONTRACTOR. 3901 westerly pl. suite 111 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, A. A CONTRACTOR PRE-CONSTRUCTION ne . No.43ach,ca92ss0 TRACT BOUNDARIES GRADES, EASEMENTS, UTILITY LOCATIONS RECEIVE BROWN COAT (3/8" THICK MIN.) APPLIED AS NOTED. 4. ALL STEEL TUBING WILL BE ASTM 500 GRADE A, OR ASTM A501 SEAMLESS. LIC No.4340 RIGHT-OF-WAYS, , B. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE tei: (949)224-0040 (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 fax: (949)224-0044 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 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 /10TH OF ONE LAYOUT AND LOCATIONS FOR ALL CONSTRUCTION ELEMENTS. 6. PRIMER-COAT PAINT WILL CONFORM TO 1=S TT-'P-8b TYPE ll FOR RED CONSULTANT FOLLOW WITH COLOR FINISH COAT - 1/8" THICK MIN. LEAD ALKYD TYPE PAINT OR TO FS TT-P-G45 FOR ZINC CHROMATE TYPE PAINT. FOOT OF FINISH GRADE. THE CONTRACTOR WILL BE RESPONSIBLE FOR FINISH D. ROUGH CONSTRUCTION PROGRESS-TO INSPECT WORKOMANSHIP / GRADE AND DRAINAGE OF ALL CONSTRUCTION ELEMENTS AT SPECIFIED GRADIENT. AND CONSRUCTION TECHNIQUES PRIOR TO COMPLETION CONSTRUCTION ELEMENTS. PORTLAND CEMENT PLASTER - MIX WITH WATER PER 7. TO TOUCH-UP GALVANIZED SURFACES, USE `ALL-STATE' 321 GALVANIZING � 4. ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS WILL MANUFACTURER'S INSTRUCTIONS EXCEPT ADD ONE PART ADMIXTURE POWDER (30% TIN, 30% ZINC, 40% LEAD AND FLUX) AS MANUFACTURED BY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT EMULSION TO THREE PARTS OF WATER FOR ALL EXTERIOR PLASTER `ALL-STATE' WELDING ALLOYS COMPANY OR EQUAL. IMMEDIATELY. IT IS THE OWNER'S RESPONSIBILITY TO CONSULT THE LANDSCAPE CONFORMANCE- THE OWNER AND LANDSCAPE ARCHITECT WILL APPLIED TO THE WALLS. VERIFY ALL WORK UNDER THE CONTRACT FOR COMPLETENESS 8. MISCELLANEOUS METAL WORK WILL BE FREE OF DEFECTS WHICH IMPAIR ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED PRIOR TO STARTING THE MAINTENANCE PERIOD. 27. ALL PLASTER FINISHES AND COLORS WILL MATCH REFERENCED STRENGTH, DURABILITY AND APPEARANCE. DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM ARCHITECTURE OR AS DIRECTED BY OWNER. APPLY A SAMPLE AREA FINISH THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK 25. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH 9• ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, AND EXPENSE. PREVIOUS PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED BY THE BALANCE OF PLASTER WORK. PLASTER TEXTURES, TO MATCH FINISH ON REINFORCE, AND ANCHOR {N PLACE. GRIND ALL FIELD WELDS SMOOTH. 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND 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 SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF 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 THE CONTRACT DOCUMENTS WILL BE DECIDED BY THE OWNER AND LANDSCAPE THE NEXT SITE VISIT WILL MAKE THE CONTRACTOR POTENTIALLY LIABLE FOR CEMENT. ARCHITECT CONCURRENTLY. 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 r D 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 LANDSCAPE ARCHITECTS REQUIRED FIELD ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER. RECEIVE FINISH COATS. I OBSERVATION WORK 27. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND 31 . ALL CONCRETE FLATWORK WILL SLOPE TO DRAIN AT A MINIMUM OF 1%. 13. ALL GALVANIZED METAL WILL BE HOT DIPPED GALVANIZED. 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 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 i PREPARED FOR THE OWNER WITH THE UNDERSTANDING THATPAINT. PAINT AND PAINT COLOR TO BE APPROVED BY THE OWNER. T TO PROVIDE FULL CONTRACT SERVICES INCLUDING GUARANTEE ON HIS LETTERHEAD AT THE FINAL INSPECTION. ARCHITECTS WALKS, DRIVEWAYS, CONCRETE DECKS AND PADS, AND TOPS OF USE LAND ARC WEST CURBS, ETC. FLUSH. +, cc 0 Z CONSTRUCTION OBSERVATION. FAILURE TO USE LAND ARC WEST TO COMPLETE 28. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE 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 C NTLY INCREASE THE RISK OF LOSS RESULTING, FROM CUMENTS. ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS IN DIRECTION AND WILL NOT EXCEED A MAXIMUM SPACING OF 10' ON CENTER. 0 O 1 4" X " DEEP JOINTS FOR ALL SIGNIFI A DO JOINT MATERIAL WILL BE AS APPROVED BY THE OWNER. J INT W)/2 SEALANT. MISINTERPRETATION OF THE DESIGN INTENT, UNAUTHORIZED MODIFICATIONS, AND OR SPECIFICATIONS WILL BE NOTED. THIS CERTIFICATION WILL BE ON THE EXPANSION FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS CONTRACTOR'S LETTERHEAD WITH HIS SIGNATURE AND CALIFORNIA C-27 ° 8 2 TOOLED JOINT„1 21 DEEP, T. LL"� Y MISTAKES. IN THE EVENT THAT LAND ARC WEST , BEFORE THEY BECOME COSTLY CONTRACTOR'S LICENSE NUMBER. DOES NOT COMPLETE THE FIELD OBSERVATION SERVICES AS DESCRIBED HEREIN, 3 1/4" TOOLED RADIUS, TYP. LO THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO 29. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER AND LANDSCAPE ' HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER CARPENTRY w 4 6"x6"x2.9"Wx2.9"W WWM. AT CENTER Z r j AND AGAINST ANY MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; 1 . THE CARPENTER WILL BE A CALIFORNIA LICENSED CONTRACTOR. ~� OZ �' i HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM D QUANTITY AND SIZE; � AND ALL CLAIMS. ` THEIR BOTANICAL AND COMMON NAME; EACR REQUIRE Q FELT EXPANSION JOINT #3 BAR X 2'-0" LONG ® 1 '-6" Q.C. # Z THEIR NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; 2. THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ® COLUMNS/WALLS FEJ SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND NOTES. / 2 b BURKE 'KEY--KOLD' OR EQUAL THEIR FOOT (1 ') ABOVE GRADE (FOR TREES). A POLAROID OR 35 MM REPRESENTATIVE 7 #3 BAR X 2'-0" CAD 1 '-6" O.C. GREASE AND -- L, F EACH REQUIRED TREE WILL ACCOMPANY THE SUBMITTAL. THIS LIST 3. ALL CONSTRUCTION AND WORKMANSHIP WILL CONFORM TO THE APPLICABLE LL PHOTO 0 WRAP ONE END IN EXPANSION JOINT (E.J.) �, 2: wa. _ WILL BE REQUIRED WITHIN FIFTEEN (15) FROM THE DATE THAT THE CONTRACT EDITION OF THE UNIFORM BUILDING CODE. ° 8 1/4" THICK POLYFOAM W � ® CLO 0 --� .- CONTRACTOR'S RESPONSIBILITIES WAS AWARDED. 4. THE CONTRACTOR WILL PERFORM ENTIRE WORK IN ACCORDANCE WITH THE ° EXPANSION JOINT W/ SEALANT BEST STANDARDS OF PRACTICE RELATING TO THE TRADE AND CAREFULLY PLAN �:.:....s :...:.•.-•.>�- ..-..,:v.�, -, .��:.. =..... ,.=:: _. 9 COMPACTED SUBGRADE PER Z Z jr C� i AND LAYOUT THE WORK AS REQUIRED. ACCURATELY SAW CUT AND FIT LUMBER 1 I-1 I �� ^I STRUCTURAL SOILS REPORT TYP. 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, On V ' W EQUIPMENT NECESSARY TO INSTALL LANDSCAPE PLANTING AS BETE AND MASONRY N®TES= INTO THEIR RESPECTIVE LOCATIONS, TRUE TO LINE, GRADE AND LEVEL, AS -' ' �� 4 (q� SERVICES, AND Q CONC R REQUIRED AND PERMANENTLY SECURE IN PROPER POSITION WITH `-=-' 10 BLDG., COLUMN, OR PLANTERWALL PER PLAN.SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. INDICATED o Q CONTROL SCORE JOINT M i�' 1 . THE CONTRACTOR WILL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF SPIKES, NAILS, LAG SCREWS, BOLTS, HANGERS, OR OTHER FASTENERS TO MAKE I NOTE: a: ALL CONSTRUCTION WORK WILL CONFORM WORK TO REQUIREMENTS OF S DETAILS AND NOTES. THE WORK SUBSTANTIAL AND RIGID IN ALL PARTS AND CONNECTIONS. (S•J•) Q � W LU 2. ANY DISCREPANCIES BETWEEN THE PLANS, LATEST ADOPTED EDITION OF UNIFORM BUILDING CODE AND OTHER APPLICABLE �, 1 . CONCRETE THICKNESS, STRENGTH, co 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. COLOR, FIN. AND REINFORCEMENT PER � � W CONCRETE CONTRACTOR. THE MASONRY CONTRACTOR WILL BE A C-29 PLACE FASTENINGS WITHOUT SPLITTING WOOD; PRE-DRILL WHEN REQUIRED. 5 CONST. PLAN, NOTES AND DETAILS. > ULI 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 2. ALL CONCRETE SHALL BE 2500 P.S.I. �✓ 3. ALL FEDE , °. ° ° r� 28 DAYS UNLESS OTHERWISE NOTED. "�'��` WORK ARE HEREBY INCORPORATED INTO AND MADE PART OF THESE PLANS. 3. ALL CONSTRUCTION AND WORKMANSHIP' WILL CONFORM TO THE CURRENT SCREWS THE SAME SIZE AS THE ADDED BOLT. COUNTERBORE THE SAME DEPTH WHEN THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL EDITION OF THE UNIFORM BUILDING CODE, AND DIAMETER AS SHANK TO PROVIDE FLUSH INSTALLATION. TURN LAG SCREWS ° 3. SOIL PRE-SATURATION PER STRUCTURAL, �"" OF CONSTRUCT ION THAT EXCEEDS THE LEVEL OF FEDERAL, STATE, OR LOCAL INTO PLACE; DO NOT DRIVE. PROVIDE BOLTS AND LAG SCREWS WITH WASHERS w SOILS REPORT. � U. J 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 4. PROVIDE 1.5 POUNDS OF SUPERNET FIBER BY REQUIREMENTS, THE PROVISIONS OF �._,,•w. - �`'' '- '="�' FORTA CORP. PER CUBIC YARD IN CONIC. t EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE SCREWS AT INSTALLATION; CAREFULLY RETIGHTEN JUST PRIOR TO THE " ` PLANS AND OMPACTlON ETC, IS COMPLETION OF PROJECT. ` � i ��! �_ ��-j j�- FOR ALL CONC. FLATWORK. 0 4. REFER TO CITY AND COUNTY STANDARDS FOR STANDARD STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, REC COMPLET 0 SPECIFICATIONS WHERE APPLICABLE. ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER® -- g 5. PROVIDE CEMENT TYPE V U.N.O. PER SPECIFIC TO BE 6. ALL NAILS, CONNECTORS, OR OTHER HARDWARE WILL BE HOT DIPPED C®(..® JOINT STRUCTURAL SOILS REPORTS. 5. ALL WORK WILL BE PERFORMED BY A C-27 CALIFORNIA LICENSED 5. ALL PIPE SLEEVING FOR DRAINAGE, IRRIGATION AND ELECTRICAL SERVICE, GALVANIZED OR CADMIUM PLATED, UNLESS OTHERWISE NOTED. ALL HARDWARE 1 6. FOR ALL CONCRETE IN CONTACT WITH SOIL CL Uj WILL BE WILL BE PAINTED TO MATCH WOOD MEMBERS. (C.J.) PROVIDE CONCRETE WITH A MIN. COMPRESSIVE CONTRACTOR. BENEATH OR EMBEDDED IN CONCRET E OR MASONRY WAL LS W L COORDINATED WITH THE APPROPRIATE SUBCONTRACTORS THROUGH THE OWNER 3 STRENGTH AT 28 DAYS OF 2500P.S.6. WITH 6. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND HE OWNER. 7. ALL WOOD WILL BE PRIMED/PAINTED WITH TWO (2) COATS OF PAINT OR 4 TYPE V CEMENT PLUS RATIO OFA0. AND A MAX. Z AND APPRO VED BY T WATER AND CEMENT RATIO OF 0.45 UNLESS OBSERVATIONS NECESSARY TO PERFORM AND COMPLETE HIS PORTION OF THE STAINED WITH TWO (2) COATS AS DIRECTED BY THE OWNER AND/OR LAND SCAPE WORK. 6. AGGREGATES FOR CONCRETE WILL BE NATURAL SAND AND ROCK ARCHITECT UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DETAILS. 7 DETERMI NISAL ENGINEER OR BUILDING DEPARTMENT W °. ° °°o ° DETERMINES THAT SOIL SULFATE EXPOSURE IS 7. THE CONTRACTOR WILL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC CONFORMING TO ASTM C33. CONFORM TO PAINT MANUFACTURER'S PRINTED INSTRUCTIONS AND NEGLIGIBLE PER UBC TABLE 19-A-�0. CONTINUOUS J ' ALL APPLICABLE RECOMMENDATIONS, INCLUDING PREPARATION OF SURFACE PRIOR TO BEING OTHERWISE NOTED AS DESIGN STREGTH IS 2500P.S.I. LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY 7. AGGREGATES FOR MORTAR AND GROUT WILL BE NATURAL SAND AND ROCK PAINTED. PROTECT SURFACES NOT TO BE PAINTED. CORRECT ANY PAINTING w 8 7. PROVIDE 1 -1/2 Lbs. OF 3/4" SUPERNES FIBER BY CODES, REGULATIONS AND BY THE OWNER. CONFORMING TO ASTM C-144 AND C-404. _ RELATED DAMAGES OR, IF REQUIRED, REPLACE DAMAGED MATERIAL AT NO COST = •- _ FORTA CORP. PER CU. YD. OF CONCRETE. IN CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE , ^ _ 8. THE CONTRA TO THE OWNER, � �._� _ �.� -. ___�t � �.. �_� 1 ._t � �A SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING 8. CEMENT WILL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V. - � �=1 � �- � � � �-=� ( ALL FLATWORK. LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SOLE 8. PRESSURE TREATED LUMBER: ALL WOOD BEARING ON CONCRETE, MASONRY EXPANSION JOINT 9 RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF 9. THE CONTRACTOR WILL FURNISH ONE FINISH 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 UNLESS OTHERWISE NOTED, DRAWINGS. SAMPLE S ARE TO CONTAIN ALL PROPOSED JOINTING. LOCATE THE (E'J"� 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 AR E ENCOUNTERED IN ANY EXCAVATION THE OWNER AND 10. ALL CONCRETE BLOCK WILL CONFORM TO ASTM C-90, GRADE N. MASONRY �4 4340 LANDSCAPE ARCHITECT WILL BE NOTIFIED TO RESOLVE THE CONFLICT. WILL BE LIGHTWEIGHT UNIT FM = 1500 PSI 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER 11 . MORTAR WILL ASTM C 270, TYPE S 1 CONCRETE JOINT DETAIL sro e Penews CONTRACTOR'S WORK TO PROPERLY EXECUTE CONTRACTOR'S WORK. OF WORK THE CONTRACTOR WILL VERIFY, AT 12. GROUT WI LL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT t t® 11 . PRIOR TO COMMENCEMENT28 DAYS. MIX GROUT IN ACCORDANCE WITH ASTM C 94. THE JOB SITE, ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANSOP AFFECTING THE INTENDED DESIGN OF THE LANDSCAPE WORK. ANY 13. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. DISCREPANCIES WILL BE REPORTED TO THE OWNER IMMEDIATELY. WILL BE FROM TESTED STOCK. COPIES OF TEST REPORTS WILL BE FURNISHED TO THE OWNER UPON REQUEST. 12. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH CONSTRUCTION CITY OF PALM DESERT --- OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE 14. ALL CONCRETE WILL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 Lap SG a Inspection Schedule 1 EQ. EQ. OPERATIONS WHEN IT IS - ,.�.. � � 1 3 2 SHEET CONTENT 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 11 PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S RESPONSIBILITY BE 5" 6 1 CONSTRUCTION IZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONS AUTHOR �} Sleeving t Grading FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF 15. LAP ALL BARS IN CONCRETE A MINIMUM OF THIRTY SIX (36) TIMES THE 2 1 SUCH NOTIFICATION. a. Sleeve diameter, type, depth and location O NOTES PROVIDINGDIAMETER OF THE REINFORCING BAR (2'-6" MINIMUM) AT ALL SPLICES. LAP ALL 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 1 1 2" MIN. ' NOTED OTHERWISE. 2) Hardscape!Boulders n Cobble CONSTRUCTION ELEMENT ON SITE AN D THOSE INDICATED ON DRAWINGS, THE REINFORCING BAR 2 -6 MINIMUM AT ALL SPLICES, UNLESS 2 8 REG �,v ( ) a, Sidewalk and wall layout � CONTRACTOR WILL CONTACT OWNER'S AUTHORIZED REPRESENTATIVE FOR SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS WILL BE STAGGERED. ' STEEL WILL CONFORM TO ASTM A615, GRADE 40, 4 AND SMALLER b, Utilities location RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO OWNERS REINFORCING S E # AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY RESULT IN AND ASTM 1615, GRADE 60, #5 AND LARGER. c. Boulder type, see, weight and placement ' OR AT WORST CASE � CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS 16. PROVIDE DOWELED CONSTRUCTION. JOINTS WHERE DIFFERENT PAVING TYPES 3) Irrigation System Rough - In 1 BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. ABUT AND WHEN PAVING WORK STOPPAGES OCCUR. a. Trench depth and location 14. THE CONTRACTOR WILL VERIFY PROPERTY AND LIMIT OF WORK LINES PRIOR Q 17. DOWELS FOR WALLS WILL BE SAME SIZE AND SPACING AS THE WALL b. F'fA' size and class TO COMMENCING WORK. c. Pressure test (125 psi for+6 hours \ R$ViSIonS= REINFORCEMENT AND WILL LAP WITH THE REINFORCING BAR AS NOTED ABOVE No. Revision Description: 15. PRIOR TO INSTALLATION, THE CONTRACTOR WILL LOCATE BY STAKES, OR UNLESS NOTED OTHERWISE. 4) Punt Material (trees & shrubs) 3 i OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS a Condition ELEVATION BID SET 10/24/05 FOR APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT. 18. ANCHOR BOLTS, DOWELS, INSERTS, ETC., WILL BE SECURELY TIED IN PLACE b Type SCALE 11 2 =1 '-0" PRIOR TO THE POURING Of ANY CONCRETE OR GROUT. ALL EXPOSED STEEL 6" rj ELEVATION 'i BID SET 03/14/06 16. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE WILL BE HOT DIPPED GALVANIZED. SCALE Placement 2 Z SECTION - HANDRAIL ATOP WALL SCALE 3 =1 -0 SCALE 3 =1 -0 ® BID SET 05/23/06 DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS. 19. WELDJNG OF REINFORCING STEEL WILL CONFORM TO AWS D12-1 USING 5} Ground Cover (decomposed granite) DIRECT OFFICE PHASE- DAMAGED THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO PROPER LOW HYDROGEN ELECTRODES. a Type 0 ADJACENT PROPERTY, RIGHT OF WAYS, EASEMENTS, SETBACKS OR ANY OTHER b Depth and spacing i 01 J"O.D. 11 GA. ROUND TUBING HANDRAIL. CAP EACH END 1 B ADDITION LEGAL PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. 20. THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL c Compaction ® 5 N WITH PLATE STEEL. WELD ALL AROUND. AND FACE OF CONCRETE WILL BE MAINTAINED UNLESS NOTED OTHERWISE: ( E �I ® SPLIT FACE BLOCK WALL. 18. THE CONTRACTOR WILL BE LIABLE FOR DAMAGE TO ALL UTILITIES, B) Final CENTER OF SLAB FOR SLABS ON EARTH. I 4 IL ® 2" O.D. 1 1 GA. POSTS AT 4'-0" O.C. WELD 2" CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED a. Irrigation;REPLACE ANY DAMAGED IMPROVEMENTS IN i) Valves, boxes and wiring DIA. I SPHERE CAP. SET POSTS IN SLEEVE COVERT OR UNMARKED, AND WILL REPAIR OR 2 FOR CONCRETE BELOW GRADE, FORMED. ii) Controller operation and scl�edc�lt: `, OPERATION BRAND EPDXY. Date 1 ® 2 4--®5 � # A MANNER ACCEPTABLE TO THE OWNER. iii) Sprinkler, bubbler and/or drip emitter type, flow rate and ® ADJACENT STEPS PER PLAN. i quantity per ® ADJACENT LANDING PER PLAN Drawn By. SC�BG�AA 19. PROVIDE ISOLATION JOINTS PER DETAIL AT LOCATIONS WHERE PAVING ABUTS 3 FOR CONCRETE BELOW GRADE, UNFORMED. TREADWITH BUILDING WALLS, COLUMNS, STEPS, LANDSCAPE WALLS AND OTHER FIXED 21 . ALL MASONRY WILL BE REINFORCED GROUTED SOLID MASONRY UNLESS ►v} Overall operation +1 '-0" PER COD ® 1 " DIA. BRACKET. WELD TO POSTS AND I VERTICAL SURFACES. NOTED OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, v) As built HANDRAIL. WELD ALL AROUND. Checked; TJf TA t ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC. b' Tree staking 7 2 1/2" DIA. P.V.C. GREY PIPE SLEEVE. . HAVE SMOOTH AND CONTINUOUS CURVES. c. Overall 5 JOb � ®3-1199 20. ENSURE THAT CURVED EDGES HA IN MASONRY WILL HAVE A MINIMUM GROUT COVERAGE OF 3/4 ® HANDRAIL WALL BRACKET #3-RS FROM CLASSIC 21 . ENSURE THAT DRAINLINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL IRON SUPPLY TEL: 800-367-2633. WELD Plot Date: 05/23/06 I CONDUIT, SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND 22. SEE STRUCTURAL ENGINEERING CALCULATIONS TEST AND/OR INSPECTION ELEVATION BRACKET TO RAIL AND MOUNT TO WALL PER P I REQUIREMENTS. MANUAL RECOMMENDATION. Plan Sets WALLS. SCALE 1 =1 -O" e TAKE PRECEDENCE OVER SCALING OF DRAWINGS. 23. CONTINUOUS INSPECTION WILL BE PROVIDED BY A TESTING LABORATORY NOTES: 22. WRITTEN DIMENSIONS 1 . ALL WELDS SHALL BE " FILLET WELDS ALL FOR ALL FIELD WELDING, CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF AROUND. GRIND ALL WELDS SMOOTH. 23. DIMENSIONS INDICATED ON DRAWINGS ARE TAKEN FROM OUTSIDE FACE OF 2,000 PSI OR GREATER AND CAISSONS. MASONRY WILL HAVE CONTINUOUS - 1 . 04 WALLS PAVING, CURBS, ETC. UNLESS INDICATED OTHERWISE ON DRAWINGS. INSPECTION WHERE NOTES ARE CALLED FOR IN DRAWINGS. 2. PAINT ALL METAL MEMBERS W/ONE COAT t ENAM EL PAINT COLOR PER CONSTRUCTION 4 j 24. FOOTINGS WILL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 2 HANDRAIL 3® ALL METAL MEMBERS TO BE ZINC METALIZED. SHEET 7 OF 21 EQUIPMENT LEGEND land arc + west 0 1"WATER METER-LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE 3901 westerly pl. suite 111 ® 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION INSTALLED BY CVWD newport beach,ca 92660 ( ) LIC.No.4340 tel: (949)224-0040 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax: (949)224-0044 ® 1.5" MASTER CONTROL VALVE -RAINBIRD EFB-CP BRASS LIMIT OF WORK ■ FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE CONSULTANT QUICK COUPLING VALVE -RAINBIRD 33DRC ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ >vf� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■`■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ F� � � RAINBIRD P D ° -_ .;o lo�iff� D Ilk� RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOR SIZE t T T i) r ;� MS IRROMETER WATERMARK MOISTURE SENSOR-SEE DETAIL WATER CONCERN, LTD STUB(1)2"MAINLINE AND • LANDSCAPE IRRIGATION CONSULT/NG WIRES FOR MASTER VALVE OR FOR — — \ � � 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 _ AND FLOW SENSOR — \ 0 SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING (714)835-2068 (714)833-2168 FAX 1"WATER METER AND 1" FUTURE OFFICE IRRIGATION I R.P.B.F.INSTALLED BY C.V.W.D. -- — I— — \ \ �� TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE -SEE TREE LEGEND N O AND DETAIL FOR TYPE AND QUANTITY T T , `. , ♦ lsss — SJ '♦ T \ \ ♦+ p & B p CONTROLLER- RAINMASTER-EAGLE- IN A TOP MOUNT STRONGBOX ENCLOSURE WITH I CC 0i1 \ COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN I ° z SEE POINT OF CONNECTION " �� NOTE FOR EQUIPMENT. D WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2 AND LARGER-BURY 24 a, T T T T T T `<�' �� � WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER-BURY 24" J •� 9" MAINTAINED BY RETAIL Tm L -o 0 o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY ( ) T• j a .-� WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9" (MAINTAINED BY JOINT USE) ,. �• LO W a I I T \ \ � WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" '�� Z Q N I c \ �'`` > PPE DIAMETER OF PIPE SLEEVED. ALL WO ® Z OFFICE �w � \ � SLEEVE -SCH 40 PVC-TO BE BE MIN 2X I ��i- 2 MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE T \ \ w � WIRE SLEEVES TO BE �" � � i� Ia CS T � � �`�♦ � � LL ! C7 1" 14 Tanow " AX NUMBER W ) 0 > T \ -��� DENOTES VALVE STATION Q W I I T DENOTES FLOW CL(� I DENOTES VALVE SIZE Z T T T' D T t C T \ .♦ 0 :3 W L�.e V J I T ry T i , C- I T T `'• C \ / W W W I D C D \®� �LLJ � T W W T T T T T .� W I T � U= UL I C6 T ` ` /r ♦ �. Q C5 STUB(1)2"MAINLINE,(1) I T T 1" 10 NO F F I C E 5 COMMON WIRE AND(15)LEAD �, � I I T < z WIRES FOR FUTURE JOINT USE LLJ I I LANDSCAPE. IRRIGATION •� �' I! SERVED BY WATER METER##J2, III T e T CONTROLLER'S'. z III C1 > r III e \ T l/ , ♦� W J III C2 ;. T 3 T N f F ICE , III T " � G4 B III T + CONCEPT STATEMENT III C3 �/ ; WATER CONSERVATION 0 POINT OF CONNECTION OFF1 ;y t University Park 31515 The village a U ,.. loaf. III \ / ✓ Project Site: g itY Tractor Parcel Number INSTALLED BY CONTRACTOR INSTALLED T T / I I II II ♦ l III C T T ti / �• ( I I 1.5" 1.5" 1,25" 2" Project Location: BY CVWD T T III T T A A E d ♦ Landscape Architedirrigation Designer/Contractor. Land Arc+West/Water Concern I M ► — ` I-- - - - -I L_ - - - - - - - - -I I I " y \• r ♦� Included in this project submittal package are:(Check to ind�ate completlon} n 2 S X 1. Maximum Annual Ned Water Allowance: I I I / `~ " �♦ Conventional Landscappe: REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, SEE POINT OF CONNECTION r �♦ 1"WATE ETER AND 1" 2,815 hundred cubic feet/year LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. '1!�• I I _ r R.P.B.F.I ALLED BY C.V.W.D. i +RecreatlonaI Turfgrass Landscape: NIA 100 cubic festlyear T NOTE FOR EQUIPMENT. I I •� , Maximum Annual Applied Water Allowance: IT} M 1"WATER METER AND 1" _ — — — — ,��,® �® SEE P01 OF CONNECTION r � 2,815 hundred cubic feetlyear PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE I 01- R.P.B.F.INSTALLED BY C.V.W.D, �,� , ® NOTE R EQUIPMENT. BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC, to-sn-m SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION i I { — - • ♦ X 2. Estimated Annual Applied Water Use by Hydrozone: ,E EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. LOCATE VALVE Turfgrass Hydrozones: NIA 100 cubic feet/year I _ _ — ✓ BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL I I d Recreational Turfgrass Hydrozones. NIA 100 cubic feetlyear 9 ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �■ ■■ ■ ■■ ■■■ ■ ■ ■ � U ♦ � �'� >>, f s Very Low Plant Hydrozones: NIA 100 cubic feettyear FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR ■ „F Low Plant Hydones: NIA 100 cubic feettyear OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, r • ' Medium Plant H rozones: 1873 100 cubic feetlyear WALLS,OR OTHER HARDSCAPES/STRUCTURES. ■ ♦� • ' ' �� '' High Plant Hyd ones: WA 100 cubic feetlyearL Water Features: NIA 100 cubic feetfyw ■ other 100 cubic feetlyear a N SHEET Ct�NTENTS ■ �� Estimated Annual Total Applied Water Use: 1,873 hundred cubicfeet✓�r, PIPE SIZE LEGEND ■ �® X 3. EATAWU<MAAWA IRRIGATION ■ ■ �♦ X 4. Landscape Design Plan 3/4" i ■ � PLAN 1" ■ ®® X 5. Irrigation Design Plan ♦� X 6. Grading Design Plan T(f 1-114" RE C -. ; 4'4 n ■ � 1-1I2" � �. ■ ♦� 7, Sol Chemical Analysis(optional} BUG �_ 4 �nro T" __ 2" ■ Description of Project: (Briefly describe the planning and design actions that are intended to achieve conservation and ■ .� efficiency in water use.): / ��oe �1�`-'� 2-112" ■+ taken to help achieve water use efficiency and conservation. 1111111110 During the generation of the construction drawings,the following actions were -Plant material with medium or low water requirements were selected. SLEEVE LEGEND -There are no Turf areas. Revisions, -Shrub area are irrigated with head to head coverage and have matched precipitation rates. -Irrigationsystemisdesignedbymicroclimateandusingrainsensors. ® (1) 4" SCH. 40 SLEEVE No. Revision Description: -Controller has multiple stations and run times to ensure each micro climate recieves only the water it requires. -Controller has evapotranspiration(ET)based scheduling and flaw sensing. BID SET 10/Z 4/0 5 Q (2) 4" SCH. 40 SLEEVE BID SET 03/14/06 Date: March 14,2006 Prepared by: Ryan Griffin 0 (1) 2" SCH. 40 SLEEVE DIRECT OFFICE PHASE- 1 B ADDITION (2)2" SCH. 40 SLEEVE �E (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. These plans have been reviewed*by the Coachella Valley Water District in accordance with Date, 10-24-05 Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq.requiring Drawn Bys PM efficient landscape and irrigation design in cooperation with local governing agency(City or Checked: RG � County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into 03-1199 district and USBR Rights-of-Way. Trees, plants,walls and permanent structures of any kind JOb ° may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Dates 0 5—2 3--0 6 obtaining an encroachment permit from CVWD. y�' r4 III„I it' it �fl ,�k tii: Plan Sets F y KEY PLAN—NOT TO SCALE Date 0 10 20 40 Water Management Supervisor t � t L - 2001 "" _ # SCALE: 1 " =2 0'-0 99 Development Services Supervisor SHEET 8 OF 21 EQUIPMENT LEGEND land a7+ west Q 1"WATER METER- LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE 3901 westerly pl. suite 111 ® 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) newport beach,ca 92880 LIC.No.4340 tel:(949)224-0040 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax:(949)224-0044 ® 1.5" MASTER CONTROL VALVE-RAINBIRD EFB-CP BRASS FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE CONSULTANT Q QUICK COUPLING VALVE - RAINBIRD 33DRC RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREENj ' RA{WBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE .1 4 F SPEARS 3/4" BALL VALVE AND 2'OF SALCO PVC TUBING FOR MANUAL FLUSHING WATER CONCERN, LTD � ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■� LANDSCAPE IRRIGATION CONSULTING ■ LIMIT 0 F WORK 0 (7'�835.2068 (77 ORANGE,M2 68 FAX TREE BUBBLER- RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE -SEE TREE LEGEND 932 TOWN AND 92860 ■ AND DETAIL FOR TYPE AND QUANTITY ■ �[i 0 CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH Q COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN ■ ........... ■ D D D WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER- BURY 24" ■ - _. - . - _._ - rL T ■ I H I■ :-: : ; T ° ft -o--------o o WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9" (MAINTAINED BY OFFICE) ■ ---J J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION - BURY 9" (MAINTAINED BY JOINT USE) LO ...J ■ ■ - - - ■ -- - WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION- BURY 9" >= ■ _ - Z AM SLEEVE -SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALLCO) ■ - - T T D WIRE SLEEVES TO BE 2 MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE C z � W Q W -- ■ z < Cr ■ ( 1-- M 3 —j 0 ■ ` I W = U. ■ 44 LU > J ■ T T T I DENOTES VALVE STATION NUMBER■ �0 DENOTES FLOW DENOTES VALVE SIZE am z z mix T oe ■I 1 Q C1.. i-- W w � co I cy •� W Q c ■ J w T r LL J T W •� �t ■ e E — ■ T T ■ 0 z V) J ■ CV ■ 1" 11 D8 W ■ T 1" 14 q W ■ ff T Cn ■ - i p �� w W ■ ® T T T T T t ■ ■ E ■ T T T T � POINT OF CONNECTION Tl I ■ T T A U ■ T INSTALLED I INSTALLED BY CONTRACTOR ■ T BY CVWD I I 1.5" 1.5" 1.25" 2" 9 ■ C11 C9 _-__-- ■ i l 1' 25 D t ■ REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, T ' OFFICE FFICE 1 �'" � _ LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. TAL IT N PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE _ ■ BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETC. N , SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION O1�' T I EQUIPMENT SHALL BE LOCATED IN HANDSCAPE. LOCATE VALVE ,. ■ BOXES IN SHRUB AREAS ONLY.THE USH AND ADJUST ALL SPRINKLER HEADS IRRIGATION CONTRACTOR SHALL AND VALVES OR T OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, ■ WALLS,OR OTHER HARDSCAPES v STRUCTURES. ■■ T T T . E T __. E T 1 T E n ■ PD SHEET CONTENTS IPE SIZE LE EN �,■�, T IRRIGATION 3/4" _ PLAN ■ III RE: ■ _D 1-1/2" �iUG Ljuj �UBLI ,:ry,,Uf,s;��c= — H 2-11T SLEEVE LEGEND Revisions, No. Revisi®n Description: QA (1} 4" SCH. 40 SLEEVE BID SET 10/24/05 e © (2) 4" SCH. 40 SLEEVE BID SET 03/14/06 C (1) 2° SCH. 40 SLEEVE �4 DIRECT OFFICE PHASE- (1) ADDITION D (2) 2" SCH. 40 SLEEVE d (3) 2" SCH. 40 SLEEVE (1) 2" SLEEVE FOR VALVE WIRES SHALL ACCOMPANY EVERY MAINLINE CROSSING. Date, 10-°24°-05 These plans have been reviewed*by the Coachella Valley Water District in accordance with a Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By, Pm efficient landscape and irrigation design in cooperation with local governing agency(City or Checked, R G County). - *Approval of this drawing by CVWD Staff does not constitute approval to encroach into 0$-1199 district and USER Rights-of-Way. Trees, plants,walls and permanent structures of any kind Jab #' � may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date, cj _2 3_...0 6 - obtaining an encroachment permit from CVWD. Plan Seto F nitui . KEY PLAN-NOT TO SCALE _ Date N, 0 10 20 40 Water Management Supervisor L - 2002 > a SCALE: 1 "=2®' _®„ SHEET 9 OF 21 Development Services Supervisor EQUIPMENT LEGEND land arc + west �M 1"WATER METER-LOCATION (INSTALLED BY CVWD) WATTS FBV-3 FULL PORT BRASS BALL VALVE -TO BE LINE SIZE 3901 westery pl. sure 1>> newport® 1" REDUCED PRESSURE BACKFLOW PREVENTER- LOCATION (INSTALLED BY CVWD) LIIC.No�n,ca s2sso tel:(949)224-0040 1.5"WATTS 25AUB-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax:(949)224-0044 ♦♦ ® 1.5" MASTER CONTROL VALVE-RAINBIRD EFB-CP BRASS �♦ FLOW SENSOR- DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE �'♦ CONSULTANT ♦♦ QUICK COUPLING VALVE - RAINBIRD 33DRC ♦ RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN " f ♦♦ RAINBIRD PEB REMOTE CONTROL VALVE-SEE PLAN FOR SIZE s ♦ V_ a n ° / ♦� (E) SPEARS 314" BALL VALVE AND 2' OF SALCO PVC TUBING FOR MANUAL FLUSHING WATER CONCERN, LTD ♦ LANDSCAPE IRR►GA77ON CONSULTING / ♦♦ 932 TOWN AND COUNTRY RD, ORANGF,CA 92868 ♦ �`� O TREE BUBBLER-RAINBIRD 1400 SERIES BUBBLER WITH CHECK VALVE -SEE TREE LEGEND (714)835-2068 (714)83&2168FAX T / ♦♦ �� AND DETAIL FOR TYPE AND QUANTITY ` / +♦ 9 p & p CONTROLLER- RAINMASTER-EAGLE - IN A TOP MOUNT STRONGBOX ENCLOSURE WITH ♦ S U COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN T +♦ F +� WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER- BURY 24" . � ♦ �� �� " T T \ ♦® WHITE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2"AND SMALLER-BURY 24 z < 0 r + —0-0-0 WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9 (MAINTAINED BY OFFICE) N.A.P.-SEE PHASE-if � ,G� ♦♦ --� �• o�y ♦ —J®J J WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION- BURY 9" (MAINTAINED BY JOINT USE) ?� L ASSESSMENT oelT �" wq o ♦♦ - F- � � ♦ T— o� �w T \ WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION-BURY 9" t O DISTRICT PACKAGE, �,,a��.�,�����' 40' ♦♦ F-- z UjI— Q. �. oo �, ♦ SLEEVE Now- -SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL ,� �� / e�, '�� + WIRE SLEEVES TO BE 2" MIN.WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE SHEET L 2 4b NY W0) 0 # W z .� � OFFICE ♦ f-- "� .J m O BU ILDING 12 ,� � ♦ W W Uj > J � � a O ♦ DENOTES VALVE STATION NUMBER �■ Q ♦+ DENOTES FLOW Q,. z z _� J o ° / ♦♦ DENOTES VALVE SIZE 0 C12 T T �,� c ♦+ cc ;� ♦+ CL i- W W ®♦ •� jW0 y+� T T ♦ > W Uj W is ♦ `1� O LL QFICE0. (� t - BUILbVG 13 T + �. � z ♦® a) c T ®® ®�c ,®�c J am W T ♦ '�. 6 I— Ilk, Ilk, z 0 D <) W W k, T � ♦ 2 T + O ♦ + +♦ + ��' Q4o POINT OF CONNECTION A OFFICE C ® �► (',��P �� D16 ' 3 BUILDING 14 ♦♦ <ZV' I fNSTALLED I I INSTALLED BY CONTRACTOR I ♦ k T 1' 2 t ♦ Q l BY CVWD I I 1.5" 1.5" 1.25" 2" I ♦ ♦+ I M _ I >� STUB(1)2"MAINLINE,(1)COMMON WIRE ♦ (— _ — —1 -- -- — — — — --- -- AND(6)LEAD WIRES FOR FUTURE JOINT T rn T USE LANDSCAPE. IRRIGATION SERVED BY WATER METER#J1,CONTROLLER D. C r ♦ REFER TO SHEET L-2.03 THROUGH L-2.07 FOR IRRIGATION NOTES, T 01 4 / / ♦ LEGEND,DETAILS,PRESSURE CALCULATION,AND SPECIFICATIONS. ' ' / / ♦♦ T °' ` ♦ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING,VALVE ♦ ♦ BOXES,BACKFLOW PREVENTERS,IRRIGATION EQUIPMENT,ETCaw .;, T ♦ LOCATED IN LANDSCAPE AREAS. NO IRRIGATION �♦ a EQUIPMENT HALL BE LOCATED IN HARDSCAPE. LOCATE VALVE ��• +♦ w �♦ BOXES IN SHRUB AREAS ONLY.THE IRRIGATION CONTRACTOR SHALL 'j� FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR �♦ s + / / + OPTIMUM COVERAGE WITH NO OVERSPRAY ONTO WALKS,STREETS, C'A ♦♦ T ` ®+ WALLS,OR OTHER HARDSCAPES!STRUCTURES. ♦♦ „ T T ♦ SHEET CONTENTSs r, S PIPE SIZE LEGEND ♦♦ W5t3 a ,. / ♦+ IRRIGATION ♦ s i + 314FPLAN ♦� AI ♦ �° �� ° � ♦♦ 111 - 1-1l4" n n ♦ ♦ 1112" ,/ � ♦ 2112 SLEEVE LEGEND Revisions' ♦ ♦ Aq ®.�` + ♦ A " N®. Revision Description: � s-$c � ♦♦ T 1 ( � 4 SCH. 40 SLEEVE♦♦ � BID SET 10/24/05 F,o�® y ♦ T ♦ © (2) 4" SCH. 40 SLEEVE BID SET 03/14/06 '4iQ`SF�S� ♦♦ 2" ♦+ DIRECT OFFICE PHASE— 'Stj, ,o ♦ ♦ © (1) 2�� SCH. 40 SLEEVE 1 B ADDITION O ♦♦ ♦♦ D 2 2" SCH. 40 SLEEVE �QG, �O� +♦ ♦+ QE (3) 2" SCH. 40 SLEEVE ♦♦ ♦♦ ,�.. (1) 2" SLEEVE FOR VALVE WIRES SHALL E>� C5, 'n/O ♦♦ ♦ ACCOMPANY EVERY MAINLINE CROSSING. O ♦ + '`��� +♦ ♦♦ Date, 10 --24-05 ` These plans have been reviewed*by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By, PM efficie✓®s �' '"`' County).nt landscape and irrigation design in cooperation with local governing agency(City or Checked, R G n,; 0�, * ;<e C' � � �.� *Approval of this drawing by CVWD Staff'does not constitute approval to encroach into Job 01 03 �188 ®s 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 Plot Date, 05 —2 3— 0 6 obtaining an encroachment permit from CVWD. 1 - Plan Set, F KEY PLAN—NOT TO SCALE -' Date 0 10 20 40 Water Management Supervisor - 202a Z z p � S C A L E: 1 "=2 0'—0" Development Services Supervisor SHEET 10 OF 21 -- GENERAL NOTES GENERAL IRRIGATION NOTES TO EQUIPMENT LEGEND land rare + west 1. All main line and lateral line piping and control wires under paving shall be installed in separate sleeves. Main and lateral LANDSCAPE CONTRACTOR B 1"WATER METER-LOCATION (INSTALLED BY CVWD) line sleeves shall be a minimum of twice (2x)the diameter of the pipe to be sleeved. Control wire sleeves shall be of sufficient size for the required number of wires under paving. 1. The irrigation contractor shall obtain a copy of the latest edition of the"Coachella Valley Water District General Landscaping Guidelines WATTS FBV-3 FULL PORT BRASS BALL VALVE-TO BE LINE SIZE 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 3901 westerly pl. suite 111 substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of their provisions shall be carried out by the contractor. 1" REDUCED PRESSURE BACKFLOW PREVENTER-LOCATION (INSTALLED BY CVWD) newport beach,ca 92660 said rejection. 2. Not Applicable. LIC.No.4340 to conflict with any of the Rules and Regulations or requirements of the tel:(949)224-0040 3. Install all piping between the point of connection and the basket strainer or the R.P.Backflow preventor as per local odes. 3. Anything contained in the irrigation specifications shall not be construed basket strainer or the R.P. Badcflow shall be approved by the developer and same. Irrigation specifications and drawings call for described materials and workmanship, however alternative material and special identification � 1.5"WATTS 25AU8-HP PRESSURE REGULATOR(SEE PRESSURE CALCULATION FOR SETTING) fax: (949)224-0044 4. Final location of the automatic controller and b 9 the landscape irrigation designer prior to installation. may be used when approved. ® 1.5" MASTER CONTROL VALVE -RAINBIRD EFB-CP BRASS 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. Al irrigation equipment shown within paved areas is for design clarification only and shall be installed in make the final connection from ft B%ditc i sv&M to'tttie=tmftf- ptanft areas only, 6. All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified. 5. Do not.willfully install the sprinkler system as shown on the drawings when it is obvious in the Field that obstructions,grade differences or � FLOW SENSOR-DATA INDUSTRIAL-SEE PLAN AND CONTROLLER NOTES FOR SIZE p CONSULTANT 7. The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray onto differences in the area dimensions exist. Such obstructions or differences should be notified. In the event this notification is not performed,the walks,streets,walls,etc. irrigation contractor shall assume full responsibility for any revisions necessary. QUICK COUPLING VALVE -RAINBIRD 33DRC 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 a# 9 f connection. The irrigation contractor shall verify water pressure prior to construction. Report any difference between the water ~�� installed in planting areas wherever possible. each point o g r� RAINBIRD XCZ-100-B-COM DRIP CONTROL ZONE KIT WITH 200 MESH SCREEN. 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 pretire 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. paving, 'c controllers shall be of the size and type indicated on the plans and installed where shown. Control wires shall be sleeved in electrical ® RAINBIRD PEB REMOTE CONTROL VALVE -SEE PLAN FOR SIZE ,t coordinated with other contractors for the location and installation of pipe sleeves through wall,under roadways and avin , 7, Automata tY etc. conduit to the mainline. Electrical service to the controller shall be provided by others. It shall be the responsibility of the irrigation contractor to �"10110, 10. The sprinkler system design is based on a minimum operating pressure as shown on the respective point of connection make the final hook-up from the electrical outlet to the automatic controller. �g IRROMETER WATERMARK MOISTURE SENSOR-SEE DETAIL WATER CONCERN, LTD 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. ❑ notes. Contractor shall verify water p s 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. LANDSCAPE COUNTRTt D, CONSULTING indicated on the drawing p 9 representative. 9. Not Applicable. �! � 932 TOWN AND COUNIRXRD,ORANGE,CA 92868 repr 14 835-2068 (714)835-2168 FAX install the sprinkler system as shown on the drawings when it is obvious in the field that unknown 10. Irrigation equipment, including backfiow prevention device, shall be installed at the approximate location indicated on the Plan and approved ® SPEARS 3l4 BALL VALVE AND 2 OF SALCO PVC TUBING FOR MANUAL FLUSHING (� ) 11. Do not willfully r p Y 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, Q TREE BUBBLER- RAiNBIRD 1400 SERIES BUBBLER WITH CHECK VALVE - SEE TREE LEGEND RVC BV QCV ) the event this notification is not performed,the irrigation contractor shall assume full responsibility for any revisions necessary. Cristy or equal). The lids shall be embossed with 2-inch high initials designating the contents of the valve box(i.e., ,etc. . AND DETAIL FOR TYPE AND QUANTITY 12. All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and 12. All mainline,lateral lines and irrigation wire shall be installed in SCH 40 PVC pipe sleeving where they pass under dirt roads and paved areas. specifications. Mainlines and lateral lines shall be sleeved in SCH 40 PVC pipe twice the diameter of the working line. irrigation control wire shall be sleeved in heads in areas where finish rode exceeds 1-inch diameter per ten strand direct burial wire. AN & CONTROLLER- RA{NMASTER-EAGLE- IN A TOP MOUNT STRONGBOX ENCLOSURE WITH 13. The irrigation contractor shall install kbi series adv's(anti drain valves)on all g SCH 40 PVC pipe p stem to be free of defects in workmanship and materials before final acceptance.A. /� B COMMUNICATION BOARD AND FLOW SENSING BOARD PER CONTROLLER NOTE ON PLAN 4:1,where post valve shut-off draining of the irrigation head occurs or as directed by the owner's authorized representative. 13. Irrigation contrac#or shall guarantee the enrtre irrigation sly 0 Z 14. The contractor shall provide reduced pcs-pressure compensation screens (per attached legend}as necessary to All risers shall be SCH 80 PVC pipe. B. All pipe fittings shall be PVC SCH 80,except as noted in Details.C. Use Teflon tape or Teflon pipe dope Q rs ra 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. WHITE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2"AND LARGER-BURY 24" Q eliminate ove p yCL 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. Trenched rep/shall be free of any material ��` WHITE SCH 40 PVC PRESSURE MAINLINE FOR PiPE 1-1/2"AND SMALLER- BURY 24" 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 backfrll settlement,contractor shall perform required repairs at his own cost. L O 15. The contractor shall not allow or cause any of his work to be covered until it has been inspected,tested and approved. -o o Q WHITE SCH 40 PVC LATERAL LINE FOR DRIP IRRIGATION-BURY 9" (MAINTAINED BY RETAIL) T� lr• 16. Prior to backfilling irrig anon trenches: All mainlines in the system shail be capped and pressure tested at 125 i fora period o >= loommom f six hours. Any leaks found shall be corrected by removing the leaking pipe or fittings and installing new material in its place. _J-J---J WHITE SCH 40 PVC LATERAL LINE FOR DRiP IRRIGATION- BURY 9"(MAINTAINED BY JOINT USE) LO 17. Not Applicable. T 18. Not Applicable. WHITE SCH 40 PVC LATERAL LINE FOR TREE IRRIGATION- BURY 9" �..� co Z '�"' 19. Not Applicable. WOO a W Z 20. Not Applicable. SLEEVE-SCH 40 PVC-TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED. ALL 21. Not Applicable. low WIRE SLEEVES TO BE 2" MIN. WHITE PVC-SEE SLEEVE SCHEDULE FOR SIZE � M 0 0 22. When the irrigation system is completed,the contractor shall perform a coverage test to ensure complete and adequate coverage of the plant contractor shall furnish all materials and perform all work required to correct inadequacies of coverage at his own cost. W cc W a. LL root area. The �e DENOTES VALVE STATION NUMBER W > 00 Q DENOTES FLOW a- ZZ w� V DENOTES VALVE SIZE O W .. C. p.. > CC Fm W W W .� J W Q CITY OF PALM DESERT W ow > LANDSCAPE INSPECTION SCHEDULE , FM CL JL 1 . Sleevin9 9/ Grading a depth and location Q a. Sleeve diameter, type, p V J Z CL Soil surface drainage, elevations and trash b. g � .1 Q. W (Including weeds & rubble) -r > Z 2. Hardscape / Boulders -Cobble W UJ a. Sidewalk and wall layout .J b. Utilities location ,._. c. Boulder type, size, weights and placement 3. Irrigation System Rough - In a. Trench depth and location b. Pipe size and class c. Pressure test (125 psi for 6 hours) 4. Plant Material (trees & shrubs) a. Condition b. Type c. Placement 5. Ground Cover (decomposed granite). a. Type b. Depth and spacing SHEET CONTENT , c. Compaction IRRIGATION NOTES AND 6. Fins 1 END S . Irrigation: )�, i.) Valves, boxes and wiring 4f"t'M ii.) Controller operation and schedule ;,,r OF F ,- qVn ,. _ z iii.) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant. iv.) Overall operation Revisions, v.) As built No. Revision Description: BID SET 10/24/05 b. Tree staking BID SET 03/14/06 c. Overall DIRECT OFFICE PHASE- 1 B ADDITION PRIOR TO ANY IRRIGATION CONSTRUCTION THE CONTRACTOR SHALL TEST THE STATIC WATER PRESSURE AT ALL WATER METER LOCATIONS AND REPORT ALL TEST RESULTS TO THE LL DEVELOPER,THE LANDSCAPE ARCHITECT,AND IRRIGATION DESIGNER. cr, Dates 10--24--05 These plans have been reviewed*by the Coachella Valley Water District in accordance with CC Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By, PM efficient landscape and irrigation design in cooperation with local governing agency(City or Checked, R G County). *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Job u, 03-1199 district and USBR Rights-of-Way. Trees, plants,wails and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first Plot Date, 0 5--2 3-0 6 F obtaining an encroachment permit from CVWD. I,- Plan Set, F 1 Date Water Management Supervisor L � 2003 Development Services Supervisor SHEET 11 OF 21 • SENSOR TEE land a r C + west - --� FLOW SENSOR WIRES-#14 AWG BLACK --� 10" BOLT LOCKING TAN - --. TAN, BOLT LOCKING RECTANGULAR AND RED -a TAN , BOLT LOCKING PLASTIC PLASTIC CIRCULAR VALVE BOX- VALVE BOX MARK'RCV #14 BLACK AND RED WIRE-MAX 2000' -112"IN TURF CIRCULAR VALVE BOX- MARKED"BV" CARSON 910-3B (HEAT BRAND --�T.CHRISTY YELLOW DISTANCE 3so1 westerly pl. suite 111 FINISH WITH EXTENSIONS AS NECESSARY "PR") FINISHED 1/2" IN TURF 1" PVC CONDUIT TO CONTROLLER(EPDXY ALL newpoR peach,ca s2660 1" IN SHRUB 1" IN SHRUBS STATION#TAG UC,No.a3ao GRADE _ _ _ ADJUST PRESSURE SETTING PER GRADE �►��� s ENDPOINTS TO WATERPROOF) *FULL PORT BRASS BALL VALVE, POINT OF CONNECTION NOTE Sec (sar)224-0040 _ FU fax: ts49i 224-0044 ---- SEE LEGEND FOR TYPE FINISH P� =�—♦24" LONG EXPANSION COIL MIN. 15 X _ = IIII IIIIII=IIIII= MIN. DI X - GRADE- _ _ � ._--..SCOTCH LOC WIRE PIPE DIA. PIPE DIA. (2)#14 GA. CONTROL III III IIIII IIIIII= 3" LONG SCH. 80 NIPPLE = II I- PRESSURE REGULATOR-SEE CONNECTORS (OR EQUAL) WIRES(TO CONTROLLER) i i i i i- (�1=IIII I I I= ����� yy,T LEGEND AUTOMATIC CONTROL II 7�l !! l�Illl=711111= - = LATERAL _ DOWN III - LOW MASTER CONTROL -I IIIIII�IIIIII— _ VALVE-SEE PLAN FOR TYPE ®- illlll IIIIII VALVE CONSULTANT IIIIN SCH. 80 PVC THREAD ONE END BRASS PIPE FROM R.P.B.F.TO HEAT BRAND"FS" HEAT BRAND"MCV' VALVE BOXES INLET OF MASTER VALVE J C� SCH. 80 THREAD ONE END =IIIII NIPPLE (T.O.E.)TWO REQUIRED 2" MIN. 14"cRus D ROC -12"1DN WITH HEAT FLOW (T.O.E.) NIPPLE-TWO REQ`D _ _ - _ SCH.80 NIPPLE BRANDED DEPTH OF 314"CRUSHED _ MAINLINE FROM R.P. BACKFLOW DEVICE ' 12 MIN. _ 8"COMMON BRICK LETTERS �� GRAVEL BRICK STABILIZER (FOUR iiiir-- .. FLOW --� REQUIRED) _ ►i�-__ �» SUPPORT-4 REQUIRED TEE BETWEEN `4 BRICK STABILIZER-4 REQUIREDillii NOTE; MAINLINE MUST BE DOWNSIZED TO SIZE OF FLOW SENSOR 1-01 {� � �� COMPACTED SUB-GRADE 12" MIN. DEPTH OF 3/4"CRUSHED COMPACTED SUB-GRADE 6ESSUR MAINLINE MASTER VALVE AND FLOW SENSOR AND AFTER FLOW SENSOR. DISTANCES ARE 03 1111M GRAVEL SHOWN ABOVE. WATER CONCERNj LTD Illlll IIIIII LANDSCAPE/RR CATION CONSULTING 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 MASTER VALVEIFLOW SENSOR (744)83 5.2068 (7!4)835Y168FAx FULL PORT BALL VALVE PRESSURE REGULATOR MASTER VALVE F- 0? 0 z <C �—° L J r LO LIJ VZ Gfor — COO Z Q Litt 0 # W z PVC SCH 40 ELL TM cc PVC SCH 80 NIPPLE ,� 0 1 IN TURF 30 LON G EXPANSION COIL 1-1 12" IN SHRUB —� TAN, BOLT LOCKING RECTANGULAR ` XWO.W LL LOCKING PLASTIC CIRCULAR WATER PROOF WIRE CONNECTORS VALVE BOX MARK TV UJ > Q. 00 J TAN, BOLT LOCK = - ON 910 HEAT BRANDED TAN BOLT LOCKING PLASTIC - = Iljlll AUTOMATIC CONTROLLER STAINLESS STEEL Qz F VALVE BOX CARS _ - 1/2 1N TURF _ ENCLOSURE-SEE CONTROLLER NOTE FOR 1 IN SHRUB "QCV" RECTANGULAR VALVE BOX-MARKED"RCV" I IIIII FINISH GRADE o SPECIFICATIONS FINISH GRADE FINISHE RA WITH EXTENSIONS AS NECESSARY SPEARS SCH.40-112" BALL 0 � ♦� � W -_- - QUICK COUPLER VALVE,SEE �-+ +� r■ _ ..•:;•:�c'Y �S.•iy�•t=="' 'y' ' .= VALVE WITH FxF INLETS ON/OFF -GFI SWITCH PER CODE x;A+'ti!: ;3:'�r:i t ;. .• 'yi IIIII _ :�,,�: .L: �Y = ?: .; BIRD MODEL = EPDXY SEALANT AROUND EDGES IIIII!=—=IIIII! LEGEND FOR TYPE ..;,,.,,;,;t:;;r: CONTROL ZONE KIT; RAIN —IIIII SPEARS SCH.40 1/2"MALE �„ �""' W W IIIiI� II�III�II IIIII II(ll1-IIIII �� xcZ-loocoM I - SCH. 80 NIPPLE, LENGTH AS / 3 MIN. ADAPTER MIPTxSOC INLETS (� i THREAD ONE END , " OSE - 6" MIN.THICK POURED CONC. BASE AS W REQUIRED d SCH. 80 SALCO 112 PVC FLEX H ow > - �� �� T.O.E. NIPPLE-TWO REQ"D - REQUIRED BY MANUFACTURER'S DEPTH OF 3/4 ( ) �' 2' MIN, GLUE PVC FLEX IONS �.,.► IIII 12 MIN. DEP CRUSHED GRAVEL s12" MIN. DEPTH OF 3/4" B Leg HOSE INTO SOCKET OF 28" SPECIFICATIONS W SLOPE TO DRAIN PEDESTAL FOUNDATION Uj U= STABILIZER CRUSHED GRAVEL �' _ MALE ADAPTER WITH PVC BRICK ST - /� ASSEMBLY !I 11= IIIIII= GLUE. (SEE SPECIFICATION) Q .� --*SPEARS SWING JOINT AS 12 MIN. DEPTH OF 3/4-INCH CRUSHED g3 �Illlll _ Q PART N0.-5807-01008. (MIPTXFiPT) a o Illil= IIIIII= SCH. 80 T.O.E. NIPPLE 5/8 X 96 COPPER CLAD GROUND ROD- < 0 LL ® GRAVEL FINISH GRADE N ATTACH TO CONTROLLER CABINET %0 00 �3 0 = III =IIIIII.-11TI1� ~�`'' - _fll _ IIIIII= IIIIN J z ® PVC MAINLINE 8" COMMON BRICK ==QJ�J _= 3" PVC LONG SWEEP ELL -�PVC SCH.40 TEE OR ELL - W CONTRACTOR WILL FLUSH ALL DRIP SUPPORT ^ -lllfll- = DIRECT BURIAL CONTROL WIRE TO CONTROL _ PVC MAINLINE, DEPTH AS NOTE 117 VAC CONDUIT =III llllkl=IIIIII REQUIRED STABALIZER BRICKS-4 REQUIRED LINES PRIOR TO TURN OVER TO MAINTENANCE VALVES > z FLOW SENSING WIRE 117 VOLT, 60 CYCLE POWER WIRES IN PVC SCH 80 NIPPLE AND PVC SCH CONDUIT 40 ELL -s 1" SCH. 40 PVC CONDUIT FOR SENSOR WIRES W 36" MIN. LENGTH#4 REBAR STABILIZER. ATTACH W1 TWO T I ST AINLESS STEEL STRAPS 3: COMPACTED SUB-GRADE MANUAL FLUSH CONTROLLER ®RIP DRIP CONTROL ZONE KIT QUICK COUP LER VALVE (BURIED) TES: PAVEMENT FOR WIRE SIZES NO. 14, 12 AND 10 FOR WIRE SIZES LARGER THAN NO. 10 4sao NO STEP 1 STRIP WIRES APPROX. 5/8" FROM ALL WIRES, LATERALS AND MAINLINE SHALL BE SLEEVED UNDER (2)WARNING TAPE LINES; SLIP BASE SOCKET OVER END ENDS VEHICULAR AND PEDESTRIAN PAVING. CONTRACTOR SHALL COORDINATE ALL SLEEVI 1 -ON TOP OF SLEEVE OR MAINLINE OF WIRES. 0 CO NG WITH HARDSCAPE 1 - 12"ABOVE SLEEVE LINES CONTRACTOR PRIOR TO FORMING TO ENSURE SLEEVES ARE SET. FINISH GRADE (2)WARNING TAPE ALL SLEEVES TO EXTEND 12" BEYOND HARDSCAPE SURFACE P OF SLEEVE STRIP WIRES APPROXIMATELY 5/8" 1 -ON TO 6" FROM ENDS TWIST ENDS TOGETHER. *1 - 12"ABOVE SLEEVE UNDER.PEDESTRIAN PAVING LATERAL LINE LOCATION SIZE DEPTH ' , , ' i}• - - _ TWIST CONNECTOR UNTIL WIRE 10 VEHICULAR OR PEDESTRIAN LINE TYPE �I• •�- , _ STEP 2 < - �0 IIIIh 2" LAYER OF CLEAN BACKFILL APPLY SEALER TO OUTSIDE OF ENDS REACH BOTTOM SHEET CONTENTS •PAVING-SEE PLAN IN LANDSCAPE 2 PRESSURE 21/2 24„ - IIII 11 I LATERAL LINE SEE LEGEND =>2" 24 SEALING PLUG. FILL CAVITY WITH MAINLINE >=2-1/2" 24" - I I(_ IRRIGATION • FOR TYPE PRESSURE I PRESSURE MAINLINE •,�` DETAILS MAINLINE UNDER VEHICULAR <2" 30" -_ 90% MIN. BACKFILL RELATIVE PAVING =>2" 30" - PUT CRIMP SLEEVE OVER WIRE ENDS. ®COMPACTION UNDER VEHICULAR PAVING -IIIII IIII CONTROL WIRE BUNDLE CRIMP SLEEVE AND CUT OFF EXCESS AFTER MIXING CONTENTS OF ® I 6" MIN. COVER AND 2" BASE UNDER PEDESTRIAN <2-1/2 24 IIIIII WIRE. SEALING PACK IN ACCORDANCE R EC G I CID w = 0° �I�= OF SAND BACKFILL PAVING =>2-1/2" 24" LATERALS 30" 0 _ I��II -- 2" LAYER OF CLEAN BACKFILL STEP 3 WITH INSTRUCTIONS, CUT 112" �C m IIIIII} ® N IIIIII=IIIIII III{� a PULL BASE SOCKET OVER WIRE END OFF END OF PACK AND INSERT AUG u o, ,'; O MAINLINE-SEE LEGEND FOR <2-112" g" NOTES: AS FAR AS POSSIBLE W 12 - IN LANDSCAPE 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES. CONNECTOR TO OPPOSITE END. TYPE. MAINLINE TO BE =>2-1/2" ;g o��t 10:)C Q' }}}}}} 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS. --- "'Uei"''`ti �t.�.� .. SLEEVED 2X DIAMETER OF LATERAL LINE UNDER VEHICULAR <2-1/2" 30'° -_ MAINLINE =>2-112° 30" =IIII - - 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE IN PUSH SEALING PLUG INTO PAVING IIIIIIT111I11_IIIIII Illlil DIRECTION GREATER THAN 30%. UN-TIE ALL LOOPS AFTER SOCKET BASE ALL CONNECTIONS HAVE BEEN MADE. STEP 4 N END OF SEALING PACK ReVIS10I'1S, CONTROL WIRE BUNDLE IN A UNDER PEDESTRIAN <2-1/2" 12" = - WRAP OPEN SEE PLAN FOR =>2-1/2" 12" IIIIII = 4. SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND PUSH WIRES TO END OF BASE SLEEVE S PAVING - COMPACTION REQUIREMENTS. SOCKET TO ASSURE COMPLETE WITH TAPE AND LEAVE IN RAISED No. Revision Description® SLEEVE TYPE AND SIZE SEALING OF CONNECTION POSITION UNTIL RESIN JELLS. BID SET 10/24f 05 (APPROXIMATELY 8 MIN.AT 720F.) ® BID SET 03/14/06 �- - -- = RAINBIRD PEN-TITS WIRE CONNECTOR ® DIRECT OFFICE PHASE-- TRENCHING OR APPROVED EQUAL 18 ADDITION PIPES UNDER PAVING WIRE CONNECTORS -- WHEN MORE THAN ONE GROUP OF SLEEVES EXISTS, LOCATE AT SAME LEVEL SIDE BY SIDE.NO Dates ' 0-2 4'—O J -11I I I I =1I I I Y D ON These plans have been reviewed*by the Coachella Valley Water District in accordance with SLEEVE SHALL BE LA E Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn Bym P M IIIIII; i —� IIIII TOP OF ONE ANOTHER. efficient landscape and irrigation design in cooperation with local governing agency(City or Ch®eked= RG �L— County). "Approval of this drawing by CVWD Staff does not constitute approval to encroach into Job a, 03-1199 _ r— —� -IIIIII I — district and llSBR Rights-of--Way. Tress, plants,walls and permanent structures of any kin }IIIII I I may not be planted or installed in CVWD and USSR easements or right-of-way without first Plot Dates 0 5—.2 3—0 6 —11}III obtaining an encroachment permit from CVWD. L — Pian Seta F Ill IIIIII Date MULTIPLE PIPES UNDER PAVING Water Management Supervisor L � 2 . 04 SHEET 12 OF 21 Development Services Supervisor land arc + west ��• 3901 westerly pl. suite 111 • d�p,� b ° ------- a RAINBIRD 1400 SERIES BUBBLER newport beach,ca s2eso LIC.No.4340 00 (SEE LEGEND FOR TYPE) tel:((949 22 4-004 p -0040 ro a� fax: (949)224-0044 Oro 00 o' *1> ov o TREE LOCATION-REFER N 1 ° a t • 3fl¢t-�,�3 wN. NOTE: ALL BUBBLERS TO BE SET CONSULTANT (III_ V CLEAR FROM ALL HANDSCAPE RAINSIRD 1400 SERIES BUBBLER =I I I II I=�I II I = SURFACES. j (SEE LEGEND FOR TYPE) I I I I I I II=111111 FINISH GRADE " ''"! =I I I I SCH. 80 PVC RISER RAINBIRD ACV-050 CHECK VALVE I I I I I --- --0 SCH.40 PVC ELL r; --O MARLEX STREET ELL TYP. x zi t ---o SCH. 80 PVC NIPPLE WATER CONCERN, LTD FINAL GRADE 2° _ - PVC LATERAL LINE SIZE AS LANDSCAPE IRRIGATION CONSULTING SEE TREE BUBBLER ON 93Y TO RISER DETAIL(THIS SHEET) NOTED ON PLAN TOWN COUNTRY RD, ORANGE,CA 82868 9" A �� (714)83.i-2068 (794)83& FAX XX ROT L MARLEX STREET ELL SCH.40 PVC SxSxT TEE OR SHRUB LEGEND ELBOW SYMBOL NAME SIZE lsss� ( (=1 I I III III III III I = -- CITY. EMITTER WATER USE AGAVE BOVICORNUTA ym U)I 11 I I I I I I I I I I II I II I I * COWSHORN AGAVE 5 GAL 2 PC 05 II ® AGAVE PARRYI VARIEGATA 5 GAL 2 PC 05 L NOTE: SEE TREE LEGEND QUANTITY.THIS SHEET) FOR BUBBLER TYPE AND QUA . PARRYS AGAVE Q ( Q REFER TO PLANTING DETAILS FOR TREE INSTALLATION INFORMATION. „ AGAVE VILMORINIANA 2 PC 05 L OCTOPUS AGAVE 5 GAL J BOUGAINVILLEA T� LO 0 TREE BUBBLERS TREE BUBBLER ON RISER � 1 GAL 2 ROSENKA PC 07 M BOUGAINVILLEA M ZT ( } BARBARA KARST 1 GAL 2 PC 07 Q ) CAESALPINIA PULCHERRIMA 5 GAL 2 PC 05 M vr� .... RED BIRD OF PARADISE _W ® W DASYLIRION WHEELERI W 0 DESERT SPOON 5 GAL 2 PC 07 L �"'�" U TECOMA X 'SUNRISE' 5 GAL 2 PC 05 L/M w SUNRISE 0 W 0 J MIN 8'HT � � �•/ FOUQUIERIA SPLENDENS ALL CANES L z OCOTILLO CANES 2 PC 05 1 0 < 7sssssss� W HESPERALOE PARVIFOLIA L CL > E• RED YUCCA 5 GAL 2 PC 05 0 - -- LEUCOPHYLUM FRUTESCENS 3 � � W + G S GAL PC 05 L/M mr TEXAS RANGER 'GREEN CLOUD'E LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 5 GAL 3 PC 45 L M W 48" BOX 36 BOX 2411 BOX RIO BRAVO SAGE 3: W ® WEDELIA TRILOBATA 1 GAL 2 PC 05 M < UL La" WETTED PATTERN WEDILIA mr 0ROOTBALL LL � PLACEMENT ECHINOCACTUS GRUSONII 5 GAL 2 PC 05 L t( BUBBLER GOLDEN BARREL CACTUS 0) 0 TRUNK C� DALEA CAPITATA 5 GAL 2 PC 05 L J z SIERRA GOLD wo) GROUNDCOVER LEGEND ,,'''�'�,r I.. TREE BUBBLER SPACING SYMBOL NAME SIZE QTY. EMITTER WATER USE z LANTANA MONTEVIDENSIS W ...j 'NEW GOLD' 1 GAL 1 PC 07 M LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 1 GAL 1 PC 07 M s—fir VINE LEGEND i o � e� '� `° °`-� SYMBOL NAME SIZE QTY. EMITTER WATER USE o MACFADYENA UNGUIS—CATI 00yD 10 0 a 0 0►'0 "- CAT'S CLAW 15 GAL 1 PC 05 L a ® 4 SHRUB LOCATION-REFER TO PLANTING PLAN ° n 04 0 �0 !n RAINBIRD PRESSURE COMPENSATING EMITTER WITH swam 10-32 THREADED INLET.SEE CHART FOR TYPE. FINISH GRADE 2" _ RAINBIRD POLYFLEX RISER PFR/FRA 9 ROOTBALL I CUT TO LENGTH AS REQUIRED SCHEDULE 40 TEE SXSX1/2"T PVC LATERAL LINE-SEE PLAN FOR SHEET CONTENTS1 SIZING IRRIGATION DETAILS NOTE: SEE SHRUB LEGEND(THIS SHEET) FOR EMITTER TYPE AND QUANTITY. RE `-, REFER TO PLANTING DETAILS SHEET FOR SHRUB INSTALLATION INFORMATION. , .J 1.•J EMITTER ON POLYFLEX RISER Revisions, No, Revision Description: BID SET 10/24/05 BID SET 03/14/06 5 GAL 1 GAL ® DIRECT OFFICE PHASE- 1 B ADDITION v v j WETTED PATTERN Dates 1 ®--2 4—O S These plans have been reviewed*by the Coachella Valley Water District in accordance with ROOTBALL Water Code Title 7, Division 1, Chapter 3,Article 10.8, Section 65597 et seq. requiring Drawn By= P M EMITTER PLACEMENT efficient landscape and irrigation design in cooperation with local governing agency(City or Checked, R G County). 1. IF SHRUB RECIEVES ONE EMITTER, PLACE ON UPHILL SIDE OF ROOT BALL. *Approval of this drawing by CVWD Staff does not constitute approval to encroach into Job #= 03-1199 ..� 2. PLACE EMITTERS OUTSIDE OF ROOTBALL. 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 Plot Date, 0 cJ—2 3--0 6 1— obtaining an encroachment permit from CVWD. I— Plan Set, Fql SHRUB/CACTI EMITTER SPACING M Date Water Management Supervisor L - 2nO5 Development Services Supervisor SHEET 13 OF 21 - ­_ \ 12. MASTER CONTROL VALVES EXECUTION EAGLE Irrigation Controller SECTION 02810-IRRIGATION SYSTEM 1. GENERAL a. Master control valves shall be of the brand,size and type indicated on the irrigation plans. 1. INSPECTION SCHEDULE Specifications a. Permits:Contractor shall obtain and pay for all permits required for irrigation installation. b. The master control valve shall be a switchable normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. The a. Contractor its responsible for notifying the Irrigation Consultant and City of Palm Desert Inspector 48 hours in advance for on-site meetings and land r.are + W e S t valve shall be pressure rated up to 200 P.S.I. 1.0 BASIC RME SERIES FEATURES 2. AS BUILT DRAWINGS C. The valve shall have a 600 pound test fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. observations. from the final contract drawings. II have a stainless steel control I shutoff stem and manual operator. b. As-built drawings must be submitted to the Irrigation Consultant and City of Palm Desert Inspector for approval prior to site inspection;no 1.1 Standard Programming Capability The controller shall have: •Four(4)independently controllable irrigation programs,with flue(5)selectable start a. Record accurately on one set of black and white prints(irrigation drawings),all changes in work constituting departures �9 d. The body and bonnet shall be brass and the valve shall a and e a anticipation devices as an integral part s the assembly. inspection will commence without as-built drawing approval. times,for a total of 20 possible irrigation cycles per day. •Runtime(s)for each station can be set from 1 minute to 9 hrs 59 minutes per , n Include changes In both pressure net and non-pressure lines. e. The valve shall contain pressure regulationsurge P programming to allow rapid programming of an entire block of stations,with the same runtime. •Water Days h increment of work,transfer all such in and dimensions to the prints. Record changes and dimensions in a legible and C. When performing the irrigation coverage test,the contractor shall be responsible for having a two-way communication system or sufficient for each program Increments. •as do Stations)-day g b. Upon completion of each Type: Rainbird EFB-CP for each program can be based on a seven-day cycle or a skip-by-day cycle,which allows a program to skip from 1 to 30 days between watering cycles. 3901 westerly pl. suite t 11 manner. When the drawings s are approved,the Contractor shall perform all final as-built drawings. h valve shall provide for all internal arts to be removable from the top without disturbing the valve installation. personnel,so that the directions from the inspection area to the controller of the system can be readily accomplished. The water days can be restricted with the selection of ODD/EVEN calendar days. •Manually activated system check/syringe cycle to sequentially run professional a 9 f. The a p P sidewalks,curbs pavement). Record Information on as-built drawings day-today as the work REFER TO CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE for timeline of inspections. newport beach,ca 92660 c. Dimension from two permanent points of reference(monuments, .Pa ) 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 each station for a user selectable time,with a range from one minute up to nine minutes. •Manually activated program cycle to execute a program tel: No.4340 is installed. All dimensions noted on the drawings shall be 1/4 inch in size. angles t0 adjacent hardscape whenever possible. independently of its programmed start time and water days. •Manually activated station cycle to operate a single station for a selectable period of time tel:(949)224-0040 is Show dimensional locations and depths of the following: 2. WATER SUPPLY from 1 minute to 9 hours 59 minutes. Programmable Master Valve to utilize and control a Master Valve on a per program basis. •Configurable Master fax:(949)224-0044 e. Maintain as-built drawings on site at all times h. When master valve is grouped together with other point of connection equipment,allow a minimum of 12 inches between valve boxes. a. Utilize existing water meter and backflow prevention unit installed by C.V.W.D. Valve Type to select either a nutes.ly Open Master Valve to a Normally Closed Master Valve. -Programmable pump independent of the master valve Point of connection(P.O.C.) 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 Backflow prevention assembly 13. BATTERY OPERATED VALVES-Not applicable shall be made without additional cost to Owner. program or between programs should overlap,or coincide,the controller can either be programmed to sequentially execute one program after the other Basket strainer ROLLER SATELLITES-See Controller Spec(This Sheet) 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). ���,�� 14. CONTROLLER �� is t4 etcr8nge 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 Flow sensor capability allows slow-dosing valves to mmptieteky SM d,taelom the r&%t'fZWe fiums on. Boutin of irri ation Tessera mainlines 15, CENTRAL CONTROL COMPUTER-Not Applicable submitted to the Irrigation Consultant. CONSULTANT 9 9 P 1.2 Water Conservation Features The controller shall have: -Flow sensing and control(refer to section 2.0) •Evapotranspiration(ET)based scheduling Shut-off valves Irrigation control valves 16. COMMUNICATION CABLE-Not Applicable 3. LAYOUT (refer to section 3.0) •percentage adjustment on a per program basis to allow an increase or decrease of all station runtimes within that program.The Automatic controller,and electrical conduits a. Lay out irrigation heads and make any minor adjustments required due to differences between site and the drawings. Any such deviations in percentage shall allow adjustment from 0 to 300%in 1%increments. •Programmable rain shut off in order to delay the start of irrigation after a rain r . layout shall be within the intent of the original drawings and approved by the Irrigation Consultant and the City of Palm Desert. Central control hardware,communication conduit with pull boxes Y Ce INTERCONNECT f roved la out. storm.The controller shall not water during the programmed delay period(from arse to seven days).Altar the delay period has erred the controller shall •j 17. FLOW SENSOR INTERCO y Sleeves and pull boxes r b. La out all irri ation equipment using an approved staking method,and maintain the staking o app y return to the automatic mode of operation. Manual Rain Switch(Automatic Watering-No Watering)provides a means of quickly fuming off all irrigation ' a. The flow sensor wire shalt be(2)conductor(1 wire copper, 1 wire tinned)direct burial shielded cable.A8 cable shall be certified by Rainmaste Y 9 ` c. All layouts in deviation of the design intent shall be approved by the Irrigation Consultant prior to equipment installation. programs without disturbing the stored program(s).When the switch is placed in the No Watering position the display shall show"RAIN OFF" irrigation Systems. determine that work may proceed without disruption of activities of other trades. g g Y work on frri ation system,Bete y p 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. • 3. CONTROLLER CHARTS assembly to which it is connected.Wire shalt be d. Before starting g Ydisplay � ,� on 3 mils is m lar of same imum distance of 5 000 feet from the location of the asse y f the Controller Charts. As-bunts shall be drawn sepia Y . Flow sensor wire may be extended to a max When the sensor is"active°irri tion shalt stop and the will indicate that the sensor is active.This feature allows non-irrigation programs to ° � ���� •-,� , a. As-built drawings shall be provided by the Contractor prior to the preparation o b Y " e. The contractor shall carefully check grades to ensure that the area is safe to begin work. �• P . size as construction documents. installed in a 1 PVC Schedule 40 pipe at 24 min.depth. s f. Contractor is responsible for taking all reasonable investigative actions and precautions,when working around any utility system. Underground execute independent of this device. •The ability to select either ODD or EVEN day watering an a per program basis.(When either of these features are controller charts for each controller supplied,showing the area covered by the automatic controller. shall be the same a and shall be of the sizes shown on the drawings as required for proper operation of the systems. b. The Contractor shall provide two 11 x 17 contra P size that All conductors type selected,the controller shall not water on the 31 st day of the month.) -Selectable eyrie and soak irrigation programming or conventional programming WATER CONCERN, LTD r sequence is not legible when the drawing is reduced,enlarge it to a Service Alert shall be utilized where possible. reproduction of the as-built system drawing. If the controller ell 9 • Rainmaster EV-CAB-COM c. The chart shalt be a rep Y Type. on aper-program basis. •Programmable cycle runtime,Max Cycle Time,and Soak time on a per station basis. •Automatic minimization a e water g. Contractor shall be responsible for verification of site conditions and minor revisions as approved by the Irrigation Consultant and the City of window by intelligently scheduling.station starts when other stations are satisfying their SOAK TIMES. •Controller supports Quick Station programming LANDSCAPE IRRIGATION CONSULTING will be readable when reduced. color used to shave area of coverage for each station. Palm Desert to insure 100%irrigation coverage in all areas. 932 TOWN AND COUNTRY RD,ORANGE,CA 92868 d. Charts shall be blackline print or computer plot with a different transparentSPLICES f. 18. WIRES in the Cycle and Soak programming mode. •"The controller provides a display of the total runtime of the program using the REVIEW feature o e (714)835.2068 (714)835.2168 FAX f {astir each iece heirs a minimum a#10 mils thick. round splices that h. in the event that there are changes to the original irrigation drawings a letter will need to be submitted to the Irrigation Consultant and the City of e. When completed and approved,hermetically seat the chart between two pieces a p p 9 a. Conductors shall be installed with no underground splices, unless absolutely necessary and unavoidable.Any and all underground p controller.The cycle and soak feature intelligently displays the total runtime of the program,the controller considers all soak delays,optimized program are re wired to be made,must be approved by the Architect,and shall he placed in a suitable type valve box for easy access. Palm Desert. features,water budget percentage and inter-station delays. Optimized water savings.Re-calculated station run times are executed to the nearest 4. OPERATION AND MANUALS q re all required and necessary descriptive material in complete detail and sufficient quantity,property prepared in two individually bound copies. Describe b, Wire splices on the two conductor able communication wires shall be made with Hydroscape EV-CAB-SPLICE kitesecond' a Preps req 4. ASSEMBLIES milt ualified maintenance personnet to understand,operate and maintain the equipment. Each manual shall include the material installed!n sufficient detail to pe q a, Routing of irrigation lines as indicated on drawings is diagrammatic. install lines(and various assemblies)to conform to details on plans. 1.3 Convenience Features The controller shall have: •Easy to understand and use keyboard layout,provides ease of use during programming and 19. LOW VOLTAGE CONTROL WIRING pull boxes,etc.in the shrub planting areas. Irrigation review. •Multiple displays provide a simple way ofprogrammingand information review. During ram execution the controller shall display the F� the following: q p p P 9 9P Y g p� h controller and remote control valves shall be made with direct burial OF type wire, installed in accordance with valve Whenever possible,place all irrigation gate valves,remote control valves,quick couplers,to be laced in shrub planting areas. executing program number,the flow in GPM,and the station runtime countdown in hours,minutes and seconds. •Programmable Controller Security Index sheet stating contractor's address and telephone number. a. Connections between t e �e (0 Duration of guarantee period with guarantee forms. manufacturer`s wire chart and specifications. elements drawn in hardscape areas on the plans are far graphic clarity only and intended p P 9 requirements of ASTM specification B-3 or B-8 b. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. Access code to prevent unauthorized use or modifications to be made of the controller's programs.This feature is enabled by entering a security access b. Wire shall be soft drawn bare copper meeting the q p code from 1 to 4 digits in lei EQUIPMENT ° ° c. Install all assemblies specified herein according to the respective detail drawings or specifications,using the best standard practices with prior g �'• Ir 5. SPARE PARTS AND EQU its tools and 10 C+60 C. a. < 0 Z Prepare and deliver to the Irrigation Consultant,prior to the start of maintenance,all required spare parks,tools and equipment Spare pa c Wire shield shall be Polyvinyl chloride,60°C rated conforming to UL Standards 493 and 83. approval. Yv d. Assemble brass pipe/fittin sand plastic pipe 1 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 shelf display program parameters one by one. equipment shall include the following per water meter size and a and UL file number P P g P p P g g P PP Y d. Shield shall be surface marked with Paige-Electric,voltage rating, type, Depression and subsequent hold of this key shall allow rapid review of program parameters. Q= 0 �ocxiocooc e. All cables shall be tested physically and electrically in accordance with UL Standard 493,and 83 5. LINE CLEARANCE >0000000c 1.4 Diagnostic and Fault Detection The controller shall have: •Programmable audible alarm.When enabled this alarm will"chirp"once every six (paragrahs 28.1,29.1 and 29.2).All reels and cartons shall bear UL labels ' whenever possible and shall never be installed above or below the pipe. a. All lines shall have a minimum clearance of 4 inches from each other and 24 inches from lines of other trades. seconds for either an electrical field wire fault or any flow fault condition.The alarm Will continue until reset by the user. •Automatic field wire fault GUARANTEE f. Wiring shall be installed adjacent to the mainline p 6. GU trial to eat intervals of 10 feet. b. Do not install parallel lines directly over one another. detection enables the controller to sense a short in the field wire and instantly turn off that station.The display will report the fault condition any time a e in approved form that all work showing defects in materials or workmanship will be repaired or replaced at no cost to the Builder or g, Where more than one wire is placed in a trench,the wiring shall be taped together using black elec p FM 7� a. Submit written guarantee, pp field wire fault occurs.Additionally an audible alarm will"chirp"(if enabled,once every six seconds)until it is reset.The controller will automatically ca Contractor for eriod of one(1)year from date of acceptance by the irrigation Consultant Type: Paf a 7001-D LO Developer contracted with the Landscape P YPe 9 n example on 6. TRENCHING advance the fault station to the next programmed station. Built-in self-test allows you to test various internal circuitry utilizing built-in test capability. b. The guarantee form shall be written onto the Contractor's letterhead and contain the following information. (Shown as a e p �►) h. All splices shall be made using sealed waterproof connectors. { 9 a. Dig trenches and support pipe continuously on bottom of trench. Lay pipe to an even grade. Pipe shall be snaked from side to side to allow for Non-volatile memory to retain the program(s)and controller information during power outages or seasonal shut downs.This information is maintained Z UJ r 1 or approved equal. indefinitely. •A"real time"dock with non-volatile backup to maintain the actual date and time during power outages without the need of batteries.This /'/'� �„„� �� Type: Paige DBY series,Snap-Tice, pp q 0) Z _ N directional changes. Expansion curls shalt be sufficient length at each splice connection at each electric expansion and contraction. Trenching excavation shall follow layout indicated and as noted. Where lines occur under paved area,these eliminates the need to reprogram the dock every time there is a power outage. •Advanced circuitry to automatically monitor internal voltages and reset Guarantee for irrigation System i. An expansion curl shall be provided at a 9 R shall be considered below sub-grade.rade. on-board microprocessor circuitry during power"brown-out"or error conditions. Automatic electronic fuse which resets intelligently based upon need. 0 Pm*t Name,Tract 11111 Lot 1 control valve,so that in case of repair,the valve bonnet may be brought to the surface without disconnecting the control wires. dimensions b-9 W (1) Z II be laid loose) in the trench next to mainline at 24"min.depth,without stress or stretching of control wire conductors. A two b. Provide the following minimum covers: (No user fuses or circuit breakers to reset or fail.) •Intelligent resumption of program execution after power outages to ensure that program starts are cc - ve furnished and installed for Project Name, Tract Number 11111 Lot Number 1 is free from defects in j. Control wires she y f. Pressure mainlines(Common area)24 inches AC � 0 We hereby guarantee that the irrigation system we ha usual abuse or shall lie located every 100 feet on continuous wire runs. cations orriina wear and tear and u» 2 foot ex ansron loop cry not lost.The controller intelligently schedules irrigation after any outage while preserving the original water window. Automatic detection of main line 1 and the work has been completed in accordance with the drawings and specrti ordinary ( ) P ii. Non-pressure lines Common area 12 inches water breaks.Upon detection the controller shall:shutdown all active irrigation,energize a normally open master valve(if selected),condemn any future materials and workmanship, A in material or workmanshi which may develop during the period of (1)year from date of k. Sizing of the lead wive shall be in accordance with irrigation drawings and manufacturer`s recommendations,in no case shall the thickness of the P ( )neglect expected. We agree to repair or replace any defects p iii. Control wiring(Common areas)24 inches ,,,� d j,, g � of such defects at no additional cost to the Developer. We shall start times,trigger audible and visual alarm indicators. •Automatic detection o#unscheduled water flow.Upon detection the controller shall:activate the acceptance and also to repair or replace any damage resulting from the repairing or replacing wire be less than#14 AWG. p rroti in event of b make normally open master valve(if selected),condemn any future start times,trigger audible and visual alarm indicators. •Automatic detection of upper _ Developer,alilerrece' of w#t6 r be#14 AWG 0 .J make such repairs or replacements within a reasonable time,as determined by the p them to proceed to have said repairs or 1. All leads wires to 7. BACKFiLLING � ..r.,. 0 Dow ' f such written notice from the Developer,we authorize p I be#12 AWG. 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 such repairs or replacements within a reasonable time aRer receipt o m. All common wire shall future watering times,bigger audible and visual alarm indicators. at our expense and we will far the costs and charges therefore upon demand. n. Use continuous wire between controller and remote control valves, Under no circums#anees shall splices exist without prior approval. Any a. Initial backflll on all lines shall be of a fine granular material,not larger than 1/2 inch diameter. g gg Q replacements made p pay led pull box. b. Compact backfili to dry density equal to 95°�Compaction,conforming to adjacent grades without dips,sunken areas,humps,or other 2.0 FLOW CAPABILIITESZZ w� V splices allowed shall be installed to a lobe p irregularities. Owner Developer's Name Mere When more#hen one contiroller is installed use a different color wire for each controller. g < LLJ . Project Name. Name o. All control wires shall be uniform in color. C. Provide sand backf�ll a minimum of 4 inches over and under all piping under paved areas,and a minimum of 2 inches on all other piping. The controller shaft have: Programmable flow to enable or disable the flow sensor features. Programmable flow sensor pips sues for stands am 0 :3 �1° p. All common wires and only common wires shall be white in color. When mor e than one controller is installed use white colored wire with a Master flow sensors(1.0,1.25,1.5,2.0,3.0,and 4.0 inch).Non-standard pipe sizes are also programmable. •Inputs for connectivity to a flow sensor. Landscape Architect: Name f the Control wire. d. 1f settlement occurs and subsequent adjustments in pipe,valves,irrigation heads,turf or other plantings,or other construction are necessary,the The controller shall read the frequency of the sensor by sensing each time a contact closure appears at the input The controller shall source+8 VDC to � T� 0. � �"�' different color stripe for each controller. Color of the stripe shall match the color o 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 Tract Numbers) 11111 Lot Number(s) 9 20. VALVE BOXES detection of main line water breaks.Upon detection the controller shall:shutdown all active irrigation,energize a normally open master valve(if0. Fm W W W d of rigid of olefin,chemically inert plastic,with 6 inch CL.160 PVC. B. FLUSHING THE SYSTEM selected),condemn any future start times,trigger audible and visual alarm indicators. Programmable unscheduled flow limit from 0-999 GPM defines in co Signed. Title: Date of Signature: a. Round valve boxes shall be 10 inch diameter x 10 inch high constructsp y Y .J W g 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 extension sleeves where required. Valve boxes shall have locking plastic covers. and a full head of water used to flush out the system. < 0 UJ ' 'n color. Heat brand box lid with the appropriate identification letters. detection the controller shall:energize the normally open master valve(if selected),condemn any future start times,trigger audible and visual alarm b. Valve boxes an d covers shall be tan i m has been accomplished where all debri has been flushed out of the system indicators. •Programmable station upper flow limits from 0-500 GPM. •Automatic detection of upper stations flow limit.Upon detection the controller Type: Round: Carson 910 b. Sprinkler heads shall be installed only after flushing of the system p and to the complete satisfaction of the irrigation Consultant. shall;turn off the fault station,advance the program to the next station,condemn the station from any future watering times,trigger audible and visual 3: �� ..® Address. Type: Rectangular: Carson 1419 YP rig alarm indicators. •Programmable flow check delay between one and six minutes(one minute increments).This delay allows stations to stabilize each U1 letters or numbers shall be 2 inch high and heat branded onto the tax cover. identification shall be as indicated on the detail time a station is turned on/off before limit checks are applied. •Automatic monitoring and display of measured station flaw in Gallons-Per-Minute(GPM) L) T. (9 U. < < .J Telephone. c. Identification 9. UNDER EXISTING AND/OR PROPOSED PAVEMENT: p drawings. Trenches located under areas where paving,asphaltic concrete or concrete will be installed shall be backfilfed with sand and compacted in from 0 to 999 GPM. Controller utilizes automatic LEARN mods for setting individual station flow limits for the entire controller.A global percentage d. Heat Brandin shalt be accomplished using branding irons specifically designed for this purpose Heat branding shall not weaken or in any way a. e P 9 P P adjustment from 59ra to 80°!°is used to automatically factor upper flow limits for all stations once the nominal values have been measured. •Single Date of Signature: g layers to 95%compaction,using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal the compaction of the (D CC �- ( puncture the valve box cover. station flow limits can be setup based upon the measured nominal flow or a manually entered value(0-500 GPM). •Intelligent upper-limri processing for e. Valve box covers shall er tan in Color. existing adjacent undisturbed soil and shall be left in flush with the adjoining grade. The irrigation contractor shall set in place,cap and pressure concurrent station operation. -A water usage meter indicates total water used by the controller.The water usage meter can be reset at any time. < 0 < Z0 40- i PRODUCTS Type: Rectangular:Carson test all piping under paving prior to paving work. MJ Round: Carson 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 EAGLEWCO asphalt paving. fifer shall have: •Ability to enable or disable ET processing on a per program fiasis. •The ability to use any one of four ...,� �'�""' /'y 1. GENERAL PIPING f. Round valve boxes shall be used for shut off valves,quick coupler valves. !.J a. NOT APPLICABLE Type: Round: Carson 910 c. Provide a minimum cover of 18 inches between the top of the pipe and the bottom non-pressure piping(laterals)installed under asphaltic different ET Operations The contra ty mainline and laterals shall be extruded of an improved P.V.C.virgin pipe compound featuring high impact strength. y concrete paving. different ET sources as the basis for its ET calculations: b. Domestic water pipe(Pressurized ) . Rectangular valve boxes shall be used for remote control valves, master control valves,drip control valves,drip pressure regulator I wye filter > 0_ ___.'_ ' Z Confirm to ASTM D-1784 or D-2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I.hydrostatic design 9 d. Sleeves shall be two times the diameter of lateral line, mainline,and wire bundle size,and a minimum of 2 inch size. Install separate sleeves for 1. Historical ET data assemblies,flow sensors,and pull boxes. 2. Manually entered ET data stress rating. Pipe shall be white in color. arson 1419 each use. c. NOT APPLICABLE Type: Rectangular, C 3. Rain Master ET measurement device or equivalent .virgin i compound featuring high impact strength, Confirm to ASTM D-1784 or 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 4. Downloaded ET data from the Internet(requires optional hardware} W W i shall be extruded of an improved PVC rg pipe po g g base or per local code. d.Ultra Violet Resistant(UVR)pipe P stress raft R HEADS-Not Applicable shall have a 2 000 P.S.I.hydrostatic designrig 21. SPRINKLE pp • The ability to input and store Historical ET data on a monthly basis(12 months);the data is based an a daily average,at the geographic location of e D-2241 to meet the requirements of cell classification 12454B for pipe. CompoundYf. Secure permission from the Irrigation Consultant before cutting or breaking existing pavement,and/or if existing pavement is city sidewalk,notify controller, •The ability to store an ET reference value.This value is used during the adjusted station runtime ET calculations, The ability to7: cr e. UVR water pipe shall be manufactured using ASTM G-53 testing for accelerated weathering to resist riot use Sch.40 PVC.fittings manufactured of the same mate 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-compute the user entered station runtime,at the moment of irrigation,utilizing the current ET information.The station runtime is ,.� weakening or corrosion by ultra violet radiation. Pipe shall be brown colored. UVR water pipe shall9 22. CHECK VALVES or process as the UVR pipe on which they are us ed. a. Provide check valves and/or anti-drain valves as may be required by the irrigation Consultant to prevent drainage of irrigation water from the Owner. evaluated and adjusted based on days since last irrigation.The controller automatically compensates for changes in weather patterns between irrigation 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 Type: Pipe:Sun Stop,Pacific Plastics,or approved equal. sprinkler system due to changes in elevation, coon with FxM NPT, Internal arts shall be stainless steel and neoprene. Anti-drain 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 f. Pipe materials shall be used as follows: b. Anti-drain valves shall be of heavy duty virgin PVC construction P r to master valve: Brass. a. The Contractor shall install a new Controller as specified on the irrigation drawings. device such as a Rain Master Weather Station.The controller shalt record.01 of an inch(ET)each time a contact closure appears at the input.The 1. Pressure mainline from point of connection(P.O.C.)through backflow prevention unit or basket strains valve shall be field adjustable against drawout from 5 to 32 feet of head. 40 solvent-weld PVC.unless athervrise Hated. i 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 fA the device. •The ability to spay e 2. Mainlines(pressurized)1-1/2 inch and smaller downstream of backflow unit: ScheduleTypes: Rainbird ACV-05Q inch through 3 inch downstream of backflow unit:Class 315 solvent-weld PVC.unless otherwise noted. YP c. Contractor shall install separate conduits for control wiring,ground wire and electrical power wires as required. last ET dairy value including the source(historical,measured,manually entered,or Internet). •Ability to display the current adjusted runtime as a 3. Mainlines(pressurized)2 g 4. Lateral lines:Schedule 40 solvent-weld PVC.3/�"and above unless otherwise noted. percent of the base runtime for all ET enabled programs. 23. FLOW SENSOR 11. COMMUNICATIONS CABLE-Not Applicable 2. PLASTIC PI PE FITTINGS a. An irrigation main-line flow sensor shall be installed in accord with Drawings. See Drawings for location. Contractor shall be responsible for the 4A AVAILABLE RME EAGLE OPTIONS to rin high impact strength. Confirm to ASTM D-1784 or D-2241 to meet the installation hook-ups,materials,components,connections,etc.,of the flow sensors for the Complete automatic operation of the system. The controller shall have: • Ability to connect to a Rain Master communications card(iCentrat)to provide connectivity to the Internet •MIRY �a. Satvsnt weld pipe,extruded of an improved PVC.virgin pipe compound featuring 9 fa 9 � P 12. IRRIGATION HEADS P.S.I.hydrostatic st design stress rating. sensor shall be manufactured b Data industrial Company. Install as recommended et the manufacturer and f detailed. 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. requirements of cell classification 12454E for pipe. Compound shall have a 2,000 d g 9 b. The flow se s Y 1eq a. Install irrigation heads as indicated on the irrigation drawings Built-in remote control capability for compatibility with all Rain Master remote control systems. Connectivity for any one of the following:rain, e,or s:Manufacturer's name,nominal pipe size,schedule or class,pressure rating P.S.I.,NSF,and date of a Data Industrial 220B brass tee mounted flow sensor for sizes 1"through 1-114r`' b. All pipe and fittings shall bear the following marking c. Use n flow sensor for sizes 1-112"through 4"as noted on the drawings. b. Spacing of heads shall not exceed the maximum indicated. In no case shall the spacing exceed the maximum recommended by the moisture sensor device.The enabling of this device can be perfamjed on a per program basis.This feature a8owsnon-irrigation programs to execute extrusion. d. Use Data industrial IR-220P plastic tee mounted 9 be low-volitils. i ark tube of sealant. manufacturer. independent of this device. •Availability in a variety of enclosure options including:standard cold roiled steel enclosure with power coat paint,extended .�N li c. Make solvent cement joints for plastic pipe and fittings as prescribed by the manufacturer and shalle. All splices shall be performed in a dry splice type connected with an empty tube and ge p hall be injection molded of an approved PVC.fitting compound featuring high tensile strength,high chemical c. Heads along curbs,walks,paving,etc.,shall be placed 1/2 inch above finish grade. size cold rolled steel enclosers with station screw terminals,extended size stainless steel enclosure with station screw terminals. °All extended size d. All PVC.fittings shaft be Schedule 40 PVC.ands ) P enclosures are available with optional heavy duty lightning protection resistance,and high impact strength. Fittings shall conform to ASTM D-1784,and meet the requirements of cell classification 12454B. Where threads are 24. COMMUNICATION CONDUIT-Not Applicable d. Final sprinkler head heights shall be as indicated on the irrigation detail drawings. All sprinkler heads installed adjacent to hardscape features P g required in plastic fittings,these shall be injection molded also. shall be located min.18 inches off the edge of the hardscape feature for turf and shrubs. Type: Spears,Lasco,or approved equal. PUMP-Not Applicable e. All irrigation heads shall be set perpendicular to finish grades unless otherwise indicated on the plans. a »�r�•z�► e. All threaded nipples shall be standard weight Schedule 80,with molded threads. 25. BOOSTER P pp � �,0-`�� f. Nipples on pr essurized mainline shalt 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 13. TREE IRRIGATION e mainline with a SLIP coupling. 26. MISCELLANEOUS EQUIPMENT 9 pressurea. The tree bubblers shall be nozzles constructed out of heavy duty plastic,configured for use with 1/2"male threads. g. Use 3/4 inch size Teflon tape on all threaded ends. a. Hose Bibs:Not Applicable` i b. Thrust Blocks; Not Applicable b. Bubblers shall.utilize check valve under nozzle to prevent low head drainage. c. Bubblers are pressure compensating full circle Item. 3. COPPER PIPE AND FITTINGS-Not Applicable c. Gravel:All gravel used in valve boxes shall be washed crushed gravel of approximately 314 inch size. No pea gravel shall be used. P P g pa d. J-hooks:All pipe installed on grade shall be secured to the ground surt~slce using#4 x 18 inch rebar J-hooks. J=hooks are to be installed a Type: Rain Bird 1400 series SHEET CONTENTS= as indicated on the irriation drawings. 4. BRASS PIPE FITTINGS minimum of S feet on center and 9 a. Brass pipe shall be 85%red brass,American National Standard institute(ANSI),Schedule 40 screwed pipe. e. Stabilizing Rods:All assemblies requiring stabilization shall be equipped with#4 x 30 inch rebar stabilizer rods. Quantity of stabilizing rods shall 14. ADJUSTING THE SYSTEM b. Fittings shall be medium brass,screwed,125 pound class. be as indicated on the detail drawings. a. The contractor shall flush and adjust all irrigation heads and valves for optimum performance and to eliminate over spray onto walks,roadways, IRRIGATION . p buildings,walls and other structures. 5. GALVANIZED STEEL PIPE&FITTINGS-Not Applicable f Sprinkler Ties:Not Applicable b. If it is determined that adjustments in the irrigation equipment do not provide adequate coverage,contact the Irrigation Consultant so that g. Identification tags with numbers are required on all valves. adjustments can be made, prior to any planting. SPECIFICATIONS 6. BACKFLOW PREVENTION UNITS-installed by C.V.W.D Type: Christy Tags(yellow background with black lettering) . -t h. Sprinkler head Swing Joint Assemblies:Not Applicable 15. COVERAGE TEST 0 p ,� 7. PRESSURE REDUCING VALVES a. Pressure reducing valve shall be of the brand,size and type indicated an the irrigation plans. a. When the irrigation system is completed,perform a coverage test in the presence of the Irrigation Consultant to determine if the plant an tree AUG 2 4 b. Pressure reducing valve sh all be of bronze and stainless steel construction and be adjustable from 25 P.S.I.to 125 P.S.L. °��� material is receiving complete and adequate water.b. Complete Irrigation application must be accepted by the Irrigation Consultant. Furnish all materials and perform all work required to cone any inadequacies of application due to deviations from the plans or where the system has been willfully installed as indicated in the drawings,when it is U or-N ` �~rf - Type: Wilkins SQOHLR,Watts 25AUB-HP orapproved equal 8. BASKET STRAINERS-Not Applicable obviously inadequate or inappropriate,without bringing this to the attention of the Irrigation Consultant. This test shall be accomplished before any plant material is planted(excluding trees). 9. BALL VALVES a. Ball valves 3 inch and smaller shall be of the brand,size and type indicated on the irrigation plans. 16. TESTS b. Refer to legend for type, a. All piping under paved areas shall be tested under a hydrostatic pressure of 125 PSI and approved watertight,prior to the pawing operation. R@\/ISIOf1Ss Type: Watts FBV-3 full port brass bail valve Make hydrostatic tests only in the presence of the irrigation Consultant and City of elm Desert. No pipe shah be baCkfilled until it has been inspected,tested,and approved in writing from the City of Palm Desert. Allow 48 hours lead time for pressure testing inspections. No. Revision Description 10. QUICK COUPLING VALVES size and indicated an the irrigation plans. b. Furnish necessary force pump and all other test equipment. BID SET 10/24 05 a. Quick coupler valves shall be of the brand,siz type 9a 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 c. Test all pressure mainlines under a hydrostatic pressure of 125 PSi for a period of six hours. B{D SET 03/14 0 6 le threads opening at base. leakage,with Tema pe g d. All testing shall be approved prior to the installation of remote control valves,quick couplers,or other valve assemblies. have a hinge cover constructed of red brass with a leather like vinyl cover bonded to it in a permanent type of cover. DIRECT OFFICE PHASE- c. Quick coupler valve shall g d. Quick couplers used with potable water shall have vinyl covers yellow in color. 17. COMPLETION CLEANING: 1 B ADDITION Type; Potable Water. Rainbird 33DRC a. Upon completion of the work, make ground surface-level, remove excess materials, rubbish,debris,etc.,and remove construction and 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, installation equipment from the premises. water-fight connection shall be made between coupler key and valve. Type: Rainbird 33DK(key only) 18. LICENSE coupling valves within 12-18 inch of walks,curbs,header boards,or paved areas where applicable. Locate quick coupler valves inside shrub fUJI . Locate all quick coup g r areas when ever risible. Quick coupling valves shall be installed such that valve top will be 3 inch below the lid of the valve box. a. All work shall be performed by a C-27,California licensed landscape irrigation contractor. 0 and ground cove P11111111111111111111 11. REMOTE CONTROL VALVES END OF SECTION Date, ®°-�4- ®J a. Remote control valves shall be of the brand,size and type indicated on the irrigation plans. b. The remote control valve shall be normally closed 24 VAC solenoid actuated globe pattern,spring loaded diaphragm type. E E CITY Of PALM DESERT LANDSCAPE I N S P ECTI O N c. The valve shalt be Tessera rated up to 200 P.S.I. S Dr a W n B y° P M P fabric reinforced rubber diaphragm assembly with self-cleaning stainless steel screen. qq d. The valve shall have a600poundtest P SCHEDULE 1=tJR IRRIGATItJN RELATED INSPECTIONS. �+ e. The body and bonnet shall be plastic and the valve shall have a stainless steel control/shut-off stem and manual operator. Checked= R G W ter. Rainbird PEB Type: Domestic a Domestic Drip Assembly:Rainbird XCZ-100-B-COM a�Ob � ®3"1��� These plans have been reviewed*by the Coachella Valley Water District in accordance with t disturbfn the valve installation. Water Code Title 7,Division 1,Chapter 3,Article 1Q.6, Section 65597 et seq.requiring hall rovide far all internal arts to be removable from the top withou g nn f. The valve 5 p P t County)landscape and irrigation design in cooperation with local governing agency(City or Plot ®at eE o 5-2 3'"'V 6 �" n details. Only one valve per box will be allowed. Align valve boxes at right angles to adjacent g. Install valves in planting areas and according to the construction y P hardscape whenever possible. Where several valve boxes are located in the same area,arrange them in a uniform and orderly fashion. *Approval of this drawing by CVWD Staff does not constitute approval t9 encroach into �+ boxes.DO not roll more than two boxes together. district and USER Rights-of-Way. Trees,plants,walls and permanent structures of any tdnd Pan �7ef F When grouped together,allow a minimum of 12 inches between valve bo group may not be planted or installed in CVWD and USBR easements or right-of-way without first i n obtaining an encroachment permit from CVWD. 0* j Date Water Management Supervisor Lo2206 1 a c - Development Services Supervisor SHEET 14 ®r 21 _11111111111111111111111111111 __. i THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING ESTABLISHMENT land arc + west CONTROLLER 2'JOINT USE CONTROLLER'C'OFFICE City of Palm Desert �. . Tlat Rodklg Depth 2' 8EA90WIL PERIOD J AN FED MAR APR MAY JIPI JUL AUG 8EP OCT NOV�C Turf Rooting Depth 2' SEASONAL PERIOD JAN FE8 MAR APR MAYJUN Jill AUG SEP OCT NOV DEC 111 __ _-.-__. ----_--- ----- -----�--- --- ----- 3N1 westerlySUt9 CI}�' of Palm Desert shrub Rooting Depth 4- SEAS8 ML Dal. ETo 13 27 28 2e Shrub Rootng Depth �� SEASONAL DAILY ETo rr LL'0 3S 26 newpoR be8t;t1,ca 92880 `7 _ Water Calculation Chart Depletion 30% I.IC.NO. 224- DeplMlonFactor 30X tel:(949)224-0040 )2244014 Water Meter #J2 Water Calculation Chart Sell Type(Textural) Sandy Loam CYCLER PER WEEK-TURF 8 17 25 24 16 7 Soo Type(Texural► Sandy Loam CYCLES PER WEEK•TURF 8 17 26 Z4 18 7 �� 948 Water Meter# 01 Fldd Gpaolty t 4% TURF CROP COEFFICIENT 49 90 .82 90 .76 .86 Field Capacity 14% TURF CROP COEFFICIENT .63 .90 .92 .90 .75 .66 Maximum Water Allowance (MINA) PerntarrwitMllkPoint 6% PemtanertMllkPoint s% Maximum Wager Allowance t',MWA) Apparent Specific Gravity 1.50 CYCLES PER WEEK-SHRtBB 3 4 6 5 4 3 Apparent SpeolOo Gravity 150 CYCLES PER WEEK-SHRUBS 3 4 6 5 4 3 Innua.a one In # e (--��l RMTIAIEB S I���.J RII�ITIME8 CONSULTANT NT $gtlar8 Footage GaICUIat10f1S NICROADJ PRECIP ROOT DEPTH IRRIGADJ JANFES MAR APR MAYJUN JUL AUG SEP OCT NOVDEC MICROADJ PRECIP ROOT DEPTH IRRIGAD1 St�var@Footage GaICu1at11I�s STA PLANT Water Kc SPRtNKLERIYPE MICRO CLIMATE FACTOR {tn/hrj SPKLREFFIC. (in) PCT STA PLANT TYPE YlaterUsa a Kc SPRINCLERTYPE PotCROCLIMATE SPKLREFFIC. JAN FEB MAR APR MAYJUN JUL AUG SEP OCT NOVDEC 9 FACTOR {inlhr) (in) PCT Tree&ShrubSqua re feat 25,550 Tree8iShrubS�larefo0t 46.812 1 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1,78 90% 4 111% 6 9 10 10 8 5 1 Tree Median 0.50 Rainbird 1401 Full Sun 100% 1,65 80% 4 125% 7 11 13 12 10 6 y Turf Square foot f] Turf SquatafoQt 0 2 Tree Low Q.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 e 2 Drip Median 0.50 Rainbird PC Series West 85% 1.78 90% 4 94% 5 8 9 8 7 4 } Totals uarefootCobble8oulder U To"I foot Cottbllll8ouliier 0 3 Tree Median 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 3 Drip Medium 0.50 RainbirdPCSeries East 75% 1.78 90% 4 83% 4 7 8 7 _ 6 d q � Full Sun 100% t 65 90% 4 125% 7 11 13 12 10 6 e r Tot a{VVatelfeature S uarefootage Q Total vV�ifiatfealbure3gttarefootage 0 b 'Tree Medium 0.50 Rainbird 1401 u 4 Tree Median 0.50 Rainbird 1401 Full Sun 100% 165 80% 4 125% 7 91 13 12 10 6 q ? Total re,foot 46,812 5 Drip Medium 0.50 Rainbird PC Series North 60% 1.78 90% 4 67% 3 5 8 6 5 3 Total Landscape Square foot _5.550 Lar6e�aipeSqua 5 Drip Median 0.50 Rainbird PC Series East 75% 1 79 90% 4 83% d 7 B 7 6 4 6 Tree Medium 0.50 Rainbird 1401 North 60% 1.65 80% 4 75% 4 6 8 7 6 3 6 Tree Mediun 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 4 125% 7 1i 13 12 10 6 +` Zone No. Eto i}tfaterAdj. Total ConvarsiOnFactars Total Zone No. E#o water Atli. Total Conversion actors Total7 Drip Medium 0.50 Rainbird North 60% 1,78 90% 4 fi7% 3 5 8 6 5 3 _ 0.62 act MIIhfA i`actor Sq.g MWA 7 Drip Median 050 Ra nbird PC Sexes West 85% 1.78 90% 4 94% 5 8 9 8 7 d Factor Sq.f#. 6 Tree Median 0.50 Rainbird 1401 FuII Sun 100% 1.65 80% 4 125% 7 11 13 12 10 6 1 57.01 0. 0 0 t622 Z 0 _ a Tree Median D.50 Rainfaird 1401 Full Sun 100% 1.65 80% 4 125% i 11 13 12 10 6 1 57.01 0.5 0 0.62 748 0 2 0 0 062 7 0 9 Drip Medium 0.50 Rainbird PC Series Full Sun 100% 1.78 90% 4 111% 8 9 10 10 8 5 WATER CONCERN, LTD t11% 9 Drip Medium 0.50 RainbirdPCSeries West 85% 1.79 90% 4 94% 5 8 9 8 7 d 00% 2 66.82 0.6 0 0.62 748 ® Q_5 0 0.62 7 0 10 75 0.5 0 0.62 748 0 10 Drip Medium 0.50 Rainbird PC Series East 75% 1,78 90% 4 83% 4 7 8 7 6 LANDSCAPE IRRIGATION CONSULTING 3 a 3a 75 0. 0 0.621. 748 0 11 100% 11 Tree Median 0-50 Rainbird 1401 Full Sun 100% 165 80% 4 125% 7 11 13 12 10 fi F�4 q 0.62 7 48 0 4 93,8 0. 4t3812 0.52 7 1821.7 12 100% 12 Tree Median 0.50 Rainbird 1402 Full Sun 100% 1.Cv 8Q% 4 94% 7 8 13 12 7 6 932 TOWNAND COUNTRY RD,ORANGE,CA 9Z868 93.9 0.5 25550 0.62 748 994298061 13 100% 100% 13 Drip Median 0.50 Rainbird PC Series West 85% 1.78 90% 4 94% 5 8 9 8 7 4 (T14)835-ZOS$ {`I14)835-2168 FAX 14 - 14 Drip Median 0,50 Rainbird PC Series North 60% 178 90% 4 67% 3 5 6 6 5 3 15 100% 15 1 W% Esti d Water 16 100% 100% 16 Estimated Water Use 100% 17 17 100% Total Number of plants 1 B 100% 1$ 100% Total Number of plants �J 3 it&ttntxer of wtte�trs8 96 of Total Landscape Sq 19 100% 100% 19 100% 1 Law 290 0.5t4 2AgS7.S69 20 20 100% Number of lams b water use % of Total Landscape square Footaae 2 LowSNai 24, 0.051 2405.7561 21 100% 21 100% 1 Love 94 0.514 13124.044 3 Mod Be 0.188 8821.105 10 < 22 100% � 100% 0,055 1396.175 4 Modf Hi 0 0,000 Q 23 23 1Q0% 2 Low/Moci 10 Dow 3 Mod 34 0.186 4746,995 5 High 1QQ% _ ly 0.000 2a 24 0.000 0.118 5513:191 100% 0 WO B Low Tn�s 5513.191 ModlHi 0 0.118 7 i_ow/tiAod Trees' S5 RUN TIME TOTALS Controller Run Time Chad '? High 0 fl.000 fl.000 0.01t 501:199 0.115 2931.967 B Mod Trees 5 RUNTIMET ControlierRunTimeChad 6 Low Trees 21 er ModtH Tree 0 0.000 O.UUO PLANT TYPE AREA JAN F>B MAR APR MAYJUN JtXAUG SEP OCT NOVDEC 1.80 7 Lovaaivl od Trees 22 0.120 3071.585 10 High Trees 0 0.000 0.000 PLANT TYPE AR E/{ JAN FEB MAR APR MAYJUN JUL AUG SEP OCT NOV DEC 9� Turf t60 Turf t 8 Mod Trees 2 0.011 279.235 Tom 467 0,000 4%12.000 Shrubs _ 1.20 9 ModfHiTree 0 O.00D Slope Shrubs >_2t� Families, vi 19 High Trees 0 0.000 0.000 31 50 59 55 47 26 1.00 Slope LO Tree � 1.00 Tree Total 183 SH..R_UN Drip 18 28 34 32 27 15 41 65 76 72 61 34 1.50 2555fl.flfl0 = 0.80 Drip 3`i 56 66 62 53 29 Saeeoawf PtarR fracior. Total Area Sq.ft. 0.60 1.00 ! T� Plarat�rrt tiort S surer T Zom Irr.Eft Ar Total Area Sq.ft �� 4 0• Low Shrub Total Area Acres 0'20 cnmz SHRUBS Season znnatEfu Plm'A Area GonvarsionFaemrr Esfima►ed 0.20 Total Area Acres 0.50 value: Factor sq.ft 0.82- 748 Im1.E•1t Vlater:Us6 0.00 W PlantfhrigaGon System Type: Zone Irr.Eff. Are a Seasonal Plant Factor 2405 , a0 74S 0. 81. GRAND TOTALS MINUTES 5Q 78 92 87 74 41 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVDEC 0.� 4 09 1312d 1 1-ov++'Sh nub Summer, 57,28 0,2 24057. 0.62 748 0.9 GRAND TOTAL HOURS 0.83 1.� 1.54 14.5 t 23 0.69 P�Aonth GRAND TOTALS MINUTES 76 12(l 142 134 114 64 JAN FEB MAR APR MaY JUN JUL AUG SEP OCT Nov DEC Ir S r fBub7Dri GRAND TOTAL HOURS 1.27 2.40 237 224 190 106MM) 11111114C conversion Estimated Fat-wtrtter 15.97 0.2 2d057.56 0,62 748 0.9 70• Month Season Zonal Eto Plant Area 4 g_3 Use TOT Value Factor sq.1, 0.62 748 Ird.Eff. Water s SpringW W 0. LL 20B9 0.2 13124.04 0.62 748 0.9 50.02 Summer 57.29 0.2 13124.04 0.62 748 U. 138.49 P1antllrrige0on SYsttem TV06: Zone Irr.Eff. Area seasonal PlarrtFact+ar. 38.61 S l3u 4 03 24015XM 2 LOWM A Shiva > 0 J [Fall W1Mer 15.97 0.2 13124.04 0.62 748 0.9 season Zonal Eto Plant Area Conversion Factors Eimated TOTAL 227.11 value Factor s% t ass 748 Ind.Eft Water Use THE VILLAGE AT UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITYZ z 20.E 0 2` ' °� 7� a-9 1e UNIVERSITY PARK PROGRAMMING SCHEDULE DURING MATURITY �r� ••••� (� Plant/lrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. omnw 57.29 0 2405. 0.62 748 0.9 1111 THE VILLAGE AT S a fButi i 4 09 1396.175 2 Lowfliod Shrub Fall-tnnrta: 1597 0.35 2405. 0.62 748 Q ' �0 :D < W Zonal Eto Plant Area -Conversion Factors E timated TOTS CONTROLLER'C'OFFICE Season Z CONTROLLER B'JOINT USE Value Factor sq.ft. 0.62 748 Irri.Eff. WaterUsea: Sprang 20.69 0.35 1396.175 0.62 748 0.9 9.31 __ Summer 35 1396.175 o.sz 74a 0.9 25.7$ Planttl • tion S steam T Zone Irr.Eff. Area Seasonal PIanEFactor.. __ -�__ .-___- 0. laaaa- W SprayfaY 4 0 9821.106 3 Mad rUS Turf Rooting Depth 4" SEASONAL PERIOD JJ�!FEB MAR APR MAYJUN JUL AUG SEP OCT NOV DEC T+dt Rooting Depth 4" SEAS PERIOD JAN FEB MAR APR PAAYJtAJ JUL Al1G SEP OCT NOV DEC W LU Fall V4irAe r 15.97 0.35 1396 A 75 0.62 748 0.9 7.19 s,, , Zortei Eto Plan Area Cortverstaf Factors Estimated SEASONAL DAILY ET* 13 .27 �40 �T .38 26 .11 TOTAL 42 2$ SEASONAL DAILY ETo 13 27 .40 38 26 .11 Shrub Rooting Depth 7° Value Factor sq.rL o.62 i49 Irri.Elf. Vrtater Use Shrub Rooting Depth 7" WO V 0. 882 .1 0,62 748 •S Depletion Factor 30°A Depletion Factor 30% W summer 57;29 0.5 8821.1 aw 748 0.9 232.71 ____---T.^ Plantflrrigatian System Ty e: Zone Irr.Eff. Area Seasonal Plant F actor. summ,Ae'ear 57, 0.5 882f.1 0.62 74a 64:8 1 �,, CYCLES PERWEEK-TUI>F 9 13 12 8 a Soll Type(Te%ttlraf) Sandy LoamCYCLESPERWEEK-TURF 4Spray/ tab rip d 9 47Area 3 Mod Shrub Soil Type(Textural) andy LoamLL Searson Zonal Eto Plant Area Conversion Factors Estimated lyl 5 recutT Zone Irr-Efi_ Ar seasonalPlaritFaetar. Field Capacity 14% TURF CRC COEFFICIENT LL4 90 .92 90 .75 .65 Field Capacity 14% TURF CROP COEFFICIENT .63 .90 .92 .� 75 .65 W rya an 748 Irri.E ff. Water Use 0,000 4 Modl- Shrub Permanent Hilt Point 6°6 Permanent Wilt Point 6% Value Factor sq.ft. 0Z2 g 4 0,9 pring 20.69 0.5 4746.995 0.62 748 0.9 47.2 Season Zot�lti Etc plant Area rnrerelan Facrots estimated Apparent Specific Gravity 1 a0 - CYCLES PER WEEK-SHRUBS 3 4 6 6 4 2 Q) uanmer 57.29 0.5 4r'46.995 0.62 ?48 0.9 125.23 App�artSpedflcGravtty 1.5Q CYCLES PER 3 4 5 5 4 2 Value Factor tt 0.69 748 Rut.Efl. WaUar Uso - 0.5 4746.995 0.62 748 0.9 34.91 20. 0.65 0 0.02 748 9 all VtArte r 15.97 RUNTIMES LL UM RtPi TIMES TOTAL 205.37 'or 57 0.65 0 0,62 748 0.9 a. 2 74fl 0.9 MCROADJ PRECIP ROOT DEPTH tRR1G ADJ fACROADJ PRECIP ROOT DEPTH SRRIG AiDJ Fail-Winter 15.97 0.65 0 0.6 SPKLR EFFIC. JAN FEB MAR APR MAYJUN JUL AUG SEP OCT NOVDEC STA PLAINT TYPE Water Usage Kc SPRINKLER TYPE MICRO CLIMATE SPKLR EFFIC. JAN FEB PARR APR MAYJUN JUL AUG SEP OCT NOV DEC Zone Irr. Area SeasonalPlarrtFactor. TOTAL 0.0 STA PLANT TYPE Water Usage Kc SPRINKLERTYPE P1rCROCLIMATE 9 FACTOR (inihr) (in) 0 PCT Plantf6Tigadon System Type: FACTOR (lnlhc) I (in) PCT d 09 O,000 4 Modhli h Shrub _ 1 Tree Medium 0.50 Rainbird 1401 West 85% 1.65 �% 7 1�% 6 9 11 10 9 7 S r /Btlb11)rl 1 Drip Medium 050 Rainbird Full Sun 100% 1,78 90% 7 111% 6 9 10 10 8 ? Season Zonal Eto Plant .Area Conversion Factors Estimated 2 Drip Median 0.50 RainbirdPCSeries West F35% i 178 1�0% 7 83% 5 8 9 8 7 5 Irri.E ff. Water Use Plardfir igatton System Type° Zone It►,Eff: Arse Seasonal Plant Packer 2 Tree Low 0.50 Rainbird 1401 Full Sun 1Q0% 1.65 - 80% 7 125% 7 11 13 _ 12 - 10 9 P Value Factor sq.ft. 0.62 748 3 Drip Median 0,50 RainbirdPCSeries East 75% 178 90% 7 83% 4 7 a 7 8 5 S r ubldri 4 0 4 0000 5 Fh Shrttb 3 Tree Medium 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 P Spring 2 .6 0.65 0 0.62 748 0.9 Season Zonal Etc warn Area Estimated 4 Tree Medan 0.50 Rainbird 1401 Full Sun 100% 1.65 80% 7 125% 7 11 13 12 10 9 4 Tree Medium 0.50 Rainbird 1401 East 75% 1.65 9fJ% 7 94% 5 8 10 9 8 6 > z Surnmar 57,29 fl.65 fl 0.62 748 0.9 Value Factor sq.rt. 0.62 7aa rri-Err- water use 5 Drip _Median 0 50 RainbirdPCSeries Eas 75% 1.78 90% 7 83% 4 7 8 7 8 5 6 Drip Medium 0.50 RainbirdPCSeries North 60% 1.78 90% 7 67Ya� 3 5 8 B 5 4 P . .__- Fail-winter 16.97 Q.SS 0 0.62 748 0.9 Spring ng 20.ti9 0.8 0 0.62 748 0.9 6 Tree Median 0.50 Rainbird 1401 North 60% 1.65 90% 7 75% 4 6 8 7 6 5 6 Tree Median 050 Rainbird 1401 East 75% t.65 80% 7 94% 5 8 9 9 8 8 0A Summer 57.29 0.8 0 0.62 748 0.9 7 Drip Median 0.50 RainbirdPCSeries West 85% 78 �% 7 94% 5 8 9 8 7 8 TCITAL 7 - Drip Medium 0.5Q Rainbird PC Series North 60% 1.78 90% 7 67% 3 5 6 6 5 4 P Fall-Winter 15.97 0.8 0 0.62 748 0.9 8 Tree Medium 0.50 Rainbird 1401 Full Sun 1 W% 165 8D% 7 125% 7 11 13 12 10 9 8 Tree Median 0.50 Rainbird 1401 West 95% 1.65 �% 7 106% fi 9 11 10 9 7 W TOTAL 0 0 9 Drip Medium 0.50 Rainbird PC Series West 95% 1.78 90% 7 94% 5 8 9 8 7 8 I ,ER Area Seasonal Plant Factor: 9 Drip Medium 0.50 Rainbird PC Series F01I Sun 1CO% 1.78 90% 7 1 t 1% 8 9 10 10 8 7 P 10 Drip Median Q.50 Rainbird PC Series East 75% 1.78 90% 7 93% 4 7 8 7 6 5 Plana ftrrigatlon System Type: Zone rr. l TREES 10 - 100% 11 Tree Medium 0,50 Rainbird 1401 East 75% 165 80% 7 94% 5 a 10 9 8 6 SpraylggbrpNp 4 0.9 0.OW 5 High Shrub 11 - season Zonal Etc Plant area E3timatetl 100% 12 Ee Medium _ 0.50 Rainbird 1402 Full Sun 100% 1.65 80% 7 125% 7 11- 13 12 10 �r Value Factor sq.ft. 0.62 748 Irri-Eff. Water-Use Afarttfirri4aUon Type Zone Irr.Elf. Area seasonal Plant Factor- 12 -- Sgiatio ublOTip 4 r.E 5513e91 S Low Tree 13 - 100% 13 Drip Medium 0,50 RainbirdPC Series West 85% 1,78 90% 7 94% 5 a 9 8 7 6 Spnng aloe r 0 0.92 746 0•� 1C0% 14 Drip Medium 0.50 Rainbird PC Series North 60% 1.78 9o% - 7 67% 3 5 6 6 5 4 Season Zonal Eta Plant Area ConversionFactom Estimated 14 summer 57.29 0.$ 0 0.62 748 0.9 Value Factor sq.ft. 0.62 749 urn.Ett. water use 100% - 1 % 15 Fall-Winter 15.97 0.8 0 0.62 748 0.9 Spring 0-62 74B _ 100% 15 1 % 0.A summer 57.29 0.2 6513.191 0.62 748 0.75 69.81 16 TOTAL 17 1 C0% 17 100% Fall-Wlrrter 15.97 0.2 5513.191 o-sa 748 0.75 19.d 100% 18 100% 100% TREES TOTAL 114. 99 100% - PIWMrrlgau".+hlsterTl Tope' Zone Irr.Elf. Area seasonal Plant Factor: 20 100% 21 - P1aMftrrigadon System Type- Zone Irr.ER_ Area Seasonal Plant Factor: g pbfOH 4 0.75 55 rea 7 Low/Mod Tree 21 100% - 1(10% --- SprayBlJblDrlp 4 0.75 293196T B Low Tree season ZOrtalEto Plant Area Conversion Factors Estimated 100% 22 _ 100% _ 22 Season ZOnelEto Plant Area Conversion Factors Estimated Value Factor s .ft 0.62 748 Irri.Eft. water use 23 1C0% 23 100% Value Factor sq.ft. 0.62 746 Irri.Eff. Water U se spring 0.62 74e 100% 24 10(1% 0.62 746 24 Sprung Summer 57.28 0.35 5513.191 0.62 746 0.75 122.1 Summer 57.29 0.2 2931.967' 0,62 748 0.75 37.1 EW-Winter 15,97 0.35 5513.191 0.62 748 0.76 234. RUN TIME TOTALS 0.62 746 0.75 37.3 TOTS RUN TIME TOTALS �- Controller Run Time Chart Controller Run Time Chart Fall-Winter 15.97 0.2 2931.967 T� TOTAL 60.8 Plardfl alien Zone Irr.Elf. Area Seasonal Plant Factor: PLANT TYPE AREA JAN FEB MAR APR MAYJUN JULAUG SEP OCT NOVDEC PLANT TYPE AREA JAN FEB MARAPR MAYJUN JUL AUG SEP OCT NOV DEC 2.50 rtig Types 1.60 S ulrl0ri 4 0.73 501.199 8 Mod Tree Turf 16D Turf Shrubs 2.00 Plant rdsaden Systern Typ9" Zone hr.EA: Area seasortai Plant Factor- .50 Shrubs 1.20 j Slope t 10 1.20 Tree 34 53 63 60 51 43 Slope 56 62 53 44 0 Season 20rre1 E10 Plant Area Conversion Factors Eslmate Drip nftaz g b1Dri 4 0.75 30T1.5135 7 Low f Aibd Tree value Factor s .ft. 0.62 748 irrr Eff. water use tru 74a . Tree 31 59 55 1 47 40 season ZonlelE#o Plant Area CornrersionFactors Estimated spring Drip 18 28 34 32 i 27 23 1.00 Value Factor s r ft. 0.62 rsi luau-Eff. Water 0se summer 57.29 0.5 501.1991 0,62 740 0.75 15.871 Date Spring CA2 748 au-winter 15.97 0.5 501.9931 0.64, 743 0.75 4.4 Total Area Sq.It 060 Total Area Sq.ft. Summer 57.29 0.35 3071.5f35 0.62 748 0.76 68.0 TOTAL 26'0 Total AreaArres i 0.40 Total Area fires I 0� 0. 5 18.9 f o.20 9 0.35 3071.585 0.62 74B 7 Area Seasonal Plartt Factor. Fall-Winter 15.97 Z Irr.Elf, e0u 0.00 GRAND TOTALS MINUTES L69 109 129 121 103 87 111.E ttfaMflrri -on orl�e oCo TOTAL g ublGrl 4 fl. O.Ow 9 NmodfFl Tree GRAND TOTALS MINUTES 50 78 92 87 74 62 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOVDEC Season Zonal Etc Plant Area Conversion Factors Estimated GRAND TOTAL HOURS 0.83 1,30 1.54 1,45 1,23 104 Month GRAND TOTAL HOURS 1 15 161 214 2.02 1.72 1.45 i Month PlanUUrlgallon Syst ern Type- Zone Irr.E/L Area Seasonal Plant Factor: value Factor s .rt. 0.62 748 Irn.Ett. water use S Ub 4 0.75 279.236 8 Mod Tree Spring 0.62 74e season Zonal Eto Plant Area Conversion Factors E30mated summer 57.29 0.65 0 0.62 748 0.76 4 �JUO SHEET CONTENTS= Value Factor s ,ft- 0.62 748 Irri.Ett. Water U se Fall-winter 15.97 0.65 0 a62 748 0.75 AUG Spring 0.62 748 TOTAL OA JlTy<C°pAL, a SE 1 I R R f G A T Summer 57.29 0.5 279.235 0.62 748 0.75 2 planUlrrigatlon Systarrt Type• Zone Irr.Eff. Alan Seasonal Plant Factor: Fall-Winter 15.97 0.5 279.235 0,62 746 0.75 2.4 S ubNri 4 0.75 O.00D 10 t8 Tree TOTAL 14,5 Season Zonal Eto Plant Area Comersion Factors Estimated SCHEDULES value Factor sq,ft. 0.62 748 IM.Eff- water use main"Frijdlon System Type. Zone Irr,ER. Area SeafsonalPlant Factor, Spring 0.6a 749 ONTROLLER °B' METER #J2 CONTROLLER 'C' METER 01 PRESSURE S ub 4 0.75 0.000 9 tklodfHi h Tree Summer 57.29 0.8 0 0.62 748 0.75 IRRIGATION R I G�T I D N PRESSURE E S S U R E CALCULATION U LAT i( N TABLE L E Season ZOtlat Etc Plant Area Conversion Factors Estimated all-Winter 15.97 0.8 0 0-62 749 0.75 IRRIGATION PRESSURE CALCULATION TABLE TOTAL 0.0 Value Factor s .ft. 0.62 748 Irri.Eff. W ater U se CALCULATIONS 0.62 74e Total Tree Arid Shrub 1211.66 Water Meter No. J2 Size 1" Water Meter Me 01 Size 1'° Spring 0.75 Elevation of Meter 177.0' CONTROLLER TO BE A RAiNMASTER EAGLE INSTALLED IN A STRONGBOX Elevation of Meter 177.0' CONTROLLER TO BE A RAINMASTER EAGLE INSTALLED IN A STRONGBOX Summer 57.29 0.65 0 0A2 748 Fall-winter 15.97 0.65 0 062 748 0.75 PlardArtigatton�flnt no: zone ltr,Elf. Area Seasonal Plain Factor: _ TOP MOUNT ENCLOSURE. TOP MOUNT ENCLOSURE. TOTAL 0.0 ubtOri 4 0, 0 11 Tarr Static Pressure 95.0 psi 51" Static Pressure 95.0 psi MODEL NUMBER: MODEL NUMBER: season Zonal Eto Plant Area Conversion Factors Estimated Source of Information Joseph Cicchini -RBF Consulting Plaigttlrrl af3on ern zone Irr.Eff. Area Seasonal Plant Factor: Value Factor sq.rt. 0s2 748 rut.Elf. water use Source of Information Joseph Cicchini - RBF Consulting HS16-RME30EGS!HSRSE 1 EV-GROUND 1 HSFS-100 Phone Number 760-346-7481 HS16-RME30EGS l HSRSE!EV-GROUND 1 HSFS-100 g syst S ubMd 4 0.75 0.000 10 High Tree Spring 20.69 0.76 0 0,62 748 O.s Phone Number 76®-346-7481 season Zonal Etc Plant Area conversion Factors Estimal�d Summer 57.29 0.6 0 0.62 748 0•6 Date of information 6/30/2000 Date of Information 6l30/2000 Fall-W Inter 15.97 0.76 0 0.62 749 0.6 (BID ALTERNATE)MODEL NUMBER: Basis for Calculation Longest Run/Highest Elevation/Highest Flow (BID ALTERNATE)MODEL NUMBER: Revisions. - Season Factor sq.ft. 0,62 748 Irri.Eff. wateruse TOTAL 0.0 Basis for c aicu lation Longest Run/Highest Elevation/Highest Flow Spring 20.69 0 0.62 74e HS1fi-RME30EGI 1 HSRSE 1 EV-GROUND/HSFS-100('EGI'INCLUDES I-CENTRAL CARD) HS16-RME30EGI(HSRSE I EV-GROUND I HSFS-100('EGI'INCLUDES I-CENTRAL CARD) No. Revision Description: Summer 57.29 0.8 0 0.62 748 0.75 Total Turf 0.00 Remote Control Valve C8 Size 1" Fall-Winter 15.97 0.8 0 062 746 0.75 Remote Control Valve B4 Size 1" TOTAL 0,0 PlarMtlrHgatlon System Type' Zone Irr.Eff. Area Sea sonal Plant Factor; Demand 20 GPM 117 VAC POWER TO BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR Demand 25 GPM 117 VAC POWER TO'BE SUPPLIED BY DEVELOPER. LANDSCAPE CONTRACTOR BID SET 10/24 05 Waterfeatttre 4 1 D 12 Moul Elevation of SHALL MAKE FINAL CONNECTION. LOCATION OF CONTROLLER SHALL BE SHOWN ON Elevation of SHALL MAKE FINAL CONNECTION, LOCATION OF CONTROLLER SHALL BE SHOWN ON BID SET 03/14 06 TotaJ Tree And Shrub 661.77 Season Zonal Eto Plant Area Conversion Factors Estimated Highest head 178.0' PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO Value Factor sq.ft, 0.62 748 Irr1.Ett. wseruse Highest head 175.o PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ® DIRECT OFFICE PHASE- Value Zalue r 0 0,62 748 1 Elevation of R.C.V 172.0' Elevation of R.C.V 177A' INSTALLATION. WantllrrigatlonSystemType: Zarin Irr.ER Area so Summer INSTALLATION. Pressure at R.C.V. 71 psi 1B ADDITION S r ublDri 4 0.6 0 11 Tuft Summer 57.29 1.2 0 0.62 749 1 Pressure at R.C.V. 69 psi Fall-Winter 15.97 1.2 0 0.62 748 1 5asan Zonal Eta Plant lima Conversion Factors Estimated TOTAL 0.0 Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use QTY. SIZE iTEIV1 PSG ZOSS CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION QTY. SIZE ITEM PSI LOSS CONTRACTOR TO CALL IRRIGATION DISTRIBUTOR TO OBTAIN A REVIEW INSPECTION Spring 20.6s 0.76 0 as2 74a 0.6 Total Watiprreature 0.00 1 14. water Meter 0.80 MASTER VALVE AND FLOW METER INSTALLATIONS.CONTRACTOR 1 1° water Meter 1.4Q OF CONTROLLER, MASTER VALtfE AND FLOW METER INSTALLATIONS,CONTRACT OR Sp g OF CONTROLLER, r Summer 57.29 0.6 0 0.62 746 0.6 1 1'" Backftow Prev. 12.00 IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT 1 1 Backflow Prev. 12.00 IS TO OBTAIN A LETTER FROM IRRIGATION DISTRIBUTOR INDICATING THAT 748 o.s otal Estimated Water Use 1211.66 Fall-Winter 15.97 0.76 0 0.62 T INSTALLATIONS ARE RECOMMENDED AND APPROVED. INSTALLATIONS ARE RECOMMENDED AND APPROVED. ILI TOTAL 0,a 3 2'" Gate Valves 0.50 2 2" Gate Valves 0.50 Total Turf 0.00 1 1.25" Master Valve 4.30 1 1.25" Master Valve 2.50 �I 1 i" Flow Sensor 1.00 1 1"' Flow sensor 1.00 ®ate; ' 0,-2 4-®5 ,--° 250' 2" Mainline 125 These plans have been reviewed*by the Coachella Valley Water District in accordance with �l Plarrtlkrigation System Type: Zorn Ur,Eff. Area Seasonal Plant Factor: 590 2" Mainline 2.00 vtFatterrl,xature 4 1 0 12 moving Water Code Title 7,Division 1, Chapter 3,Article 1 A.8, Section 65597 et seq. requiring Drawn '�/s P M � Season Zonal re Plant Area Conversion Factors Estimated 1 1" Automatic Control Valve 2.50 1 1" Automatic Control Valve 3.20 r s .ft. 0.62 746 Irri-Eff. Water Use efficient landscape and irrigation design in cooperation with local governing agency fly or Checked; R(a # Value Foam q AVG. Lateral Line Loss 4.00 Spring 20.69 1.2 0 0.62 746 1 AVG. Lateral Line Loss 4-00 County). Summer 20.29 1.2 0 062 748 1 Lateral Line Loss Lateral Line Loss *Approval of this drawing by CVWD Staff does not constitute approval to encroach into 1.2 0 0.62 746 1 Lateral Line Loss Lateral Line Loss g y p y Job ®�"�j�9 -� Fall-Winter 15.97 district and USSR Rights-of-Way. Trees plants walls and armament structures of an kind Lateral Line Loss � 0.0 Lateral Line Loss Fittings Loss 10% 2.59 may not be planted or installed in CVWD and USSR easements or right-of-way without first Piet Date: 0 5--23.�.._0 6 1­- Fittings eature 0.00 Fittings Loss(10%) 2.71 obtaining an encroachment ennit from CVWD. Total WaterF M Elevation Change -0.9 Elevation Change 0.4 9 p Plan Sets F � Total Estimated Water Use 661.77 Total System Losses 29 psi Total System Losses 29 psi 30 psi Pressure Required to operate head 30 psi ad Pressure Required to operate he p Date - Total Pressure Required 59 psi Total Pressure Required 59 psi Water Management Supervisor Lowest Static Pressure Available 95 psi L - 2mO7 Lowest Static Pressure Available 95 psi 0 Pre-set Regulated Pressure 68 psi Pre-set Regulated Pressure 68 psi Residual Pressure 27 psi Residual Pressure 27 psi `z Development Services Supervisor SHEET 1 Of 21 i land arc + west TREE LEGEND jSYMBOL NAME QTY. SIZE REMARKS WATER USE 3901 westerly pl. suite 111 newport beach,ca 92660 O ACACIA SALICINA 24" BOX L LIC.No.4340 ° WHEEPING WATTLE 10 STANDARD SINGLE TRUNK tel: (949)224-0040 fax: (949)224-0044 0 ACACIA STENOPHYLLA 9 24" BOX STANDARD SINGLE TRUNK L/M SHOESTRING ACACIA CONSULTANT OACACIA WILLARQlANA 21 24" BOX STANDARD SINGLE TRUNK L/M DIRECT OFFICE PALO BLANCo LIMIT OF PHASE 1 DIRECT OFFICE & JOINT COST PACKAGE LIMIT OF WORK ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ y (SEE LEGEND THIS SHEET) 'DESERT HYBRID ♦ 'DESERT MUSEUM' 7 24 BOX MULTI-TRUNK L i ■:■, 'i ■i■!i■ii ■'.■i ;■■.IE!■!■i !■i■s ■■ `■i. _ ■.,1�!■;i■ i �■?:■<�.`. /! ,.■;i ■■'rl,■. II i;■;;■4ii '■:■; .■: ■;>■;;■ '■ ! 11 WIN 010 ♦ KOELREUTERIA BIPINNATA B ❑ ♦ CHINESE TREE LANTERN 4 24" BOX STANDARD SINGLE TRUNK M o ♦� JOINT COST oa LIMIT OF WORK (SEE LEGEND THIS SHEET) CAESALPINIA CACALACfl ` ♦ CASCALOTE � 15 24" BOX MULTI-TRUNK L _.. _. TIPUANA TIPU 2 24" 8OX STANDARD SINGLE TRUNK M __ \ •., ♦. TIPU SHADE STRUCTURE BY WIN::emu -- -- - - -- -- - -- - - -- - ,_ -- -- _ __ \ ..,, OTHERS, (TYPICAL) B e B SHRUB LEGEND El ♦� 8 . ' •� ♦ DIRECT OFFICE QTY. SIZE REMARKS WATER USE / �♦ LIMIT OF WORK AGAVE SYMBOL NAME •.i.,� � \ \� ; ., ' , (SEE LEGEND THIS SHEET) Q COWSHORNIAGAVET 13 5 GAL 4 -D O.C. _... _... ` ARIEGATA _ s - ! r AGAVE PARRY[ V I; \ � / ♦ ® 22 5 GAL 2' 0�y O C. L ` _ r � ❑ ¢ � � • ❑ , < ,, � PARRYS AGAVE O AGAVE VILMORINIA 6 5 GAL 5'-0" O.C. L j \\ '*,, ♦ OCTOPUS AGAVE �� �� y ♦ 0 ------------- JOINT COST DASYLIRION WHEELERI +� POT "A" POT B �' ♦ LIMIT OF WORK / DESERT SPOON 30 5 GAL 6 D O.C. L 0= 0 �� ♦� (SEE LEGEND THIS SHEET) MIN 8'HT BE \ ,► FOUQUtER1A SPLENDENS 4 ALL CANES $'-D" O.C. L � = LO OCOTILLO MIN g , \ �� � ♦ CANES HESPERALOE PARVIFOLIA LO RED YUCCA i n / OFFICE BUILDING 4X1, � ♦♦ �- • >y >r \ \ 84 5 GAL 4-0 O.C. L v PARCEL 11CO Z Tm 'k \ ♦ LEUCOPHYLUM LANGMANIAE 'RIO BRAVO 7 5 GAL 6'-0" O.C. LjM CV) Z < \ ' \ \ ♦ RIO BRAVO SAGE00 a AD FEE I`r'1 P '; � ♦ GROUNDCOVER LEGEND REMARKS WATER USE W II � ♦ s0 SYMBOL NAME QTY SIZE (A I \ ♦ ti WOW = ® ', 'S� LANTANA MONTEVlDENSIS > 42 1 GAL 6 -0 O.C. M1CL j j �� 'NEW GOLD' .■.� IT'1 - _ \ ❑ ♦♦ J 1 GAL 8 -0 O.C. M a • �' LANTANA MONTEVIDENSIS " _ ❑ , ♦ Q� PURPLE TRAILING LANTANA 13 Z i C!) . � � � � �♦ �� SEE NOTE ON SHEET �m C�J► PALM MULCH •• Q 'ow �... _ \ \ I'T"I s ♦ '�° PLANT COUNT IS PER SHEET + ► ■r ED ❑ v • x. \ . `\ / ♦ /L* ROCK LEGEND W W _ • \ \ ;Y ;y ,® LLI im co SYMBOL NAME QTY REMARKS ., X FINES, t1 v c/ MINUS B 3 8 B \ \ � `' B : \ ®+ �/� DER ALL PLANTING AREAS, 2" E WETTED 3: W SEE GONSTRUCTION MATERIAL SCHEDULE j ■ B \ ". i' ♦ AND COMPACTED BRA PLATEH ` - � �� _ � \ ,� � co AND 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE ■r.,.■,. OFFICE UILDING 5 rtr� �' -- / ®� � � � -! ® - e � ❑ B � � � `:�\ \ \ / f � ♦♦ -c,/ 2'-3' BOULDER 135 SEE CONSTRUCTION MATERIAL SCHEDULE < � x , o B PAR��EL 11 , �,\ ,- ♦ � � 3'-4' BOULDER 39 SEE CONSTRUCTION MATERIAL SCHEDULE -� o PIED ' \ :�t / / ♦ F CO II MATERIAL SCHEDULE W ,9 as 4'-5' BOULDER 3 SEE CONSTRUCTION MATER A P � I NG 3_ I D I r: � � L O OFFICE U ,: >; ;' ,% ♦ C, PLANTING NOTESw - PA CEL 11 \ \ LJLJ ♦ Q W - Y . „ „ n< 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2 POT C ��; <., > PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL ♦ \ i P D FFE / � ® PLANTING NOTE, SEE PLANTING NOTE SHEET. • POT '�D" v ' ❑ / ;' / ♦® .� 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR �"�°` ■ <} O /; : � TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL .� Q�� BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. B ❑ f ;' �,' ♦ 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2% C) 4• ■ \ B F R ENT 0 ,� ;;� ` ' ,� ♦ 4, THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS 4 ❑ 4 o - AL TREES. FENCE, OR BUILDING. ■i . : �. , > _, TO A WALL E S. .;>..................... ;, . . . ,. , < ., .., ,,,..., ,.. <... .. ■■ . .. R THAN 5' ta" : /f V t< CLOSE .=- ->- - ,■:; „ ~\ /: SHEET. { mi�w■ate!%. ■c■rr� " ! i 5. FOR POTS AND PLANT MATERIAL SEE THIS � D � _ `,� , . ® � ,: ,, ♦♦ '� 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 94 . B •. ; " , �,G (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). \ \ \ \ 494 ° . `�.,> r�' \ ,,. 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE UTILITIES. 1 ♦ i s ♦♦ �` 10-31-0�_ i � ♦® ' � �� Osteccu�Ltt 5.11 LIMIT OF PHASE 1 DIRECT OFFICE & JOINT COST DIRECT OFFICE PACKAGE—SEE DIRECT RETAIL & JOINT COST PER + ♦ . . F F O. e t F F F ♦ `� LIMIT OF WORK SEPARATE PACKAGE ■ ,�♦ F ° F F F . ° �°` SHEET CONTENT'S: SEE LEGEND THIS SHEET) ■ ® °F F ° . , C ■ ♦ FFRF■ ♦ � PLANTING ♦ ♦ PLAN } JOINT COST LIMIT OF WORK ♦♦ THIS SHEET ♦ � .It� � (SEE LEGEND ) ■ POT PLANTING LEGEND(PLANT QUANTITIES SHOWN ARE PER POT) ■ ♦ j SYMBOL NAME PLT. QTY. SIZE REMARKS MODEL NO. COLOR POT QTY. ®♦ 4 LAVANDULA DENTATA 1 5 GAL. CHINESE EGG 1 A FRENCH LAVENDER PLANTER TBD 2 " " Revisions: LANTANA X NEW GOLD 3 1 GAL 24 W x 42 H No. Revision Description: NEW GOLD LANTANA LAVANDULA DENTATA 3 5 GAL CHINESE EGG H LAVENDER PLANTER BID SET 10/24 05 1 B FRENCH TBD 1 FGEGG-36 I OSTEOSPERMUM ' SYMPHONY SERIES' CREAM, LEMON " " BID SET 03/14 06 i AFRICAN DAISY 'SYMPHONY SERIES 5 1 GAL. ORANGE MIX 34 W x 36 H �\ BID SET 05/23 06 { AGAVE ATTENUATA 3 5 GAL. CHINESE EGG FOXTAIL AGAVE PLANTER TBD 1 DIRECT OFFICE PHASE- ; FGEGG-36 1 B ADDITION PELARGONIUM PELTATUM 3 5 GAL. 34"W x 36"H IVY GERANIUM - RED MEXICAN BEAUTY AREA OF RESPONSIBILITY LEGEND STRELITZIA REGINAE 3 5 GAL CHINESE EGG SYMBOL DESCRIPTION I j BIRD OF PARADISE FGEGG-36 TBD 1 PLANTER I,g. PELARGONIUM PELTATUM 3 1 GAL. 34"W x 36"H COMMON AREA j JOINT COST AREA INCLUDES ALL y ' 3 (P IVY GERANIUM - RED MEXICAN BEAUTY ■■■■■� / CURB WORK UNLESS OTHERWISE NOTED / Date 10-24-05 ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. 1 DIRECT RETAIL COST AREA INCLUDES ALL AREAS FROM BACK OF CURB TO BUILDING FACE UNLESS .- '' '°✓ f DI"aWI"I By.- SC/BG/AA AVAILABLE FROM: '■ ' \� OTHERWISE NOTED {� ' . `� ,("^ ARCHITECTURAL POTTERY � ` , Checked: TJ/TA \ o 15161 VAN BUREN �' ASSESSMENT DISTRICT INCLUDES AREA FROM BACK �� �— � t�,�\ . - MIDWAY CITY, CA 92655 0 BACK OF CURB OF PERIMETERSTREET .IOIb 03-1199 OF WALK T 714 895-3359 R STREET MEDIAN ISLANDS t r r �{ j RIMETE \ " ( .® \ \ Plot ®ate OcJ 23 ®6 C ) CURB AND ALL PE . :. , NOTES: ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, ), 1. PLANT QUANTITIES SHOWN ARE PER EACH POT. COLLEGE DRIVE AND TECHNOLOGY DRIVE. 4 Plan Sets F 2. POT QUANTITIES ARE PER EACH SHEET. KEY PLAN-NOT TO SCALE �' 3. SOIL MIX TO CONTAIN SUPER-ABSORBENT POLYMERS TO RETAIN WATER. ACTIVE DIRECT OFFICE COST AREA INCLUDES ALL AREAS U;- INGREDIANT IS COIR FIBER - DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. ■■!■!■?■■?'■"■ FROM BACK OF CURB TO BUILDING FACE UNLESS CONTRACTOR TO SUBMIT SA MPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. OTHERWISE NOTED a �0 20 4fl L - 3 . 01 ■ ■ ■ ■ ■ ■ LIMIT OF WORK „ 9 9! SCALE: 1 =20 --0 SHEET 16 OF 21 i I , I I POT PLANTING LEGEND(PLANT QUANTITIES SHOWN ARE PER POT) TREE LEGEND j SYMBOL NAME PLT. QTY SIZE REMARKS MODEL NO. COLOR POT QTY. land arc + west SYMBOL NAME QTY. SIZE REMARKS WATER USE LAVANDULA DENTATA 1 5 GAL. CHINESE EGG ACACIA SALICINA " A FRENCH LAVENDER PLANTER TBD TBD 2 C) 1WHEEPING WATTLE 8 24 BOX STANDARD SINGLE TRUNK L LANTANA X 'NEW GOLD' FGEGG3 1 GAL 24"W x 42"H NEW GOLD LANTANA LAVANDULA DENTATA 3 5 GAL CHINESE EGG 0 ACACIA STENOPHYLLA 5 24" BOX STANDARD SINGLE TRUNK L/M 3901 westerly pl. suite 111 B FRENCH LAVENDER PLANTER TBD SHOESTRING ACACIA newport beach,ca 92660 OSTEOSPERMUM ' SYMPHONY SERIES' CREAM, LEMON FGEGG-36 " LIC.No. 4340 AFRICAN DAISY 'SYMPHONY SERIES' 5 1 GAL. ORANGE MIX 34 W x 36 H ACACIA WILLARDIANA �� tel: ((49))224-0040 AGAVE ATTENUATA • 18 24 BOX STANDARD SINGLE TRUNK L/M fax: 949 224-0044 C FOXTAIL AGAVE 3 5 GAL. PLANTER EGTE36 EGG PALO BLANCO TBD 2 PELARGONIUM PELTATUM 3 5 GAL. F34*WGEG x 36"H IVY GERANIUM - RED MEXICAN BEAUTY CERCIDIUM HYBRID 1 24 BOX MULTI-TRUNK L C STRIWTItiA REGINAE 3 5 GAL CHINESE EGG DESERT MUSEUM CONSULTANT p BIRD OF PARADISE GEGGE36 TBD 4 PELARGONIUM PELTATUM 3 1 GAL. 34"W x 36"H DIRECT OFFICE IVY GERANIUM - RED MEXICAN BEAUTY KOELREUTERIA BIPINNATA 2 24" BOX STANDARD SINGLE TRUNK M CHINESE TREE LANTERN LIMIT OF WORK (SEE LEGEND THIS SHEET) ALL POTS ARE TO BE GFRC, AND SHALL RECEIVE FINISH AND WATERPROOFING. CAESALPINIA CACALACO 11 4" BOX MULTI-TRUNK L AVAILABLE FROM: 0 CASCALOTE ARCHITECTURAL POTTERY LIMIT OF PHASE 1 DIRECT 15161 VAN BUREN OFFICE & JOINT COST PACKAGE MIDWAY CITY, CA 92655 � TIPUANA TIPU 2 24" BOX STANDARD SINGLE TRUNK M ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � JOINT COST (714) 895-3359 TIPU { ■ .__ ___ 1 ■ LIMIT OF WORK 1 ■ ■ (SEE LEGEND THIS SHEET) NOTES: 1. PLANT QUANTITIES SHOWN ARE PER EACH POT, SHRUB LEGEND ■ 2. POT QUANTITIES ARE PER EACH SHEET. ■ ____ — 3. SOIL MIX TO CONTAIN SUPER-ABSORBENT POLYMERS TO RETAIN WATER. ACTIVE SYMBOL NAME QTY. SIZE REMARKS WATER USE ■ f I ■ INGREDIANT IS COIR FIBER — DERIVED FROM COCONUT HUSKS, NORTH AMERICAN COIR. AGAVE BOVICORNUTA ■ I ■ CONTRACTOR TO SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. O COWSHORN AGAVE 3 5 GAL 4'-0" O.C. L ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ AGAVE PARRYI VARIEGATA ■ i a�■■ 3 5 GAL 2'-0" O.C. L 'pl■a■■ .■ ■. ■i Y 01 ■, PARRYS AGAPE ■ O AGAVE VILMORINIANA 2 " ■ ® L SHADE STRUCTURE BY OCTOPUS AGAVE 5 GAL 5 -0 O.C. 1 ■ I 0 ❑ Ole OTHERS, (TYPICAL) ¢ DASYURION WHEELER! 17 5 GAL 6'-0" O.C. L ■ - :• y ❑ DESERT SPOON ■ ; MIN 8'HT ■ I FOUQUIERIA SPLENDENS 2 ALL CANES 8'_0" O.C. L ■ OCOTILLO CANES ■ i _._.____ __ .-.-...-___...-_._. ._..... _.._ ___. ...... __ _..___.._._ O HESPERALOE PARVIFOLIA ED YUCCA 47 5 GAL 4'-0" O.C. L AREA OF RESPONSIBILITY LEGEND LREUCOPHY UM LANGMANIAE 'RIO BRAVO IO BRAVO SAGE 16 5 GAL 6'-0" O.G. L/M T� ■ -----_ . SYMBOL DESCRIPTION R ■ B - ' COMMON AREA / JOINT COST AREA INCLUDES ALL ,�• ■ / CURB WORK UNLESS OTHERWISE NOTED GROUNDCOVER LEGEND SYMBOL NAME QTY. SIZE REMARKS WATER USE U) ce) z �.. ■ T RETAIL COST AREA INCLUDES ALL AREAS 0 - II , DIRECT OFFICE ■ DIRECT K ' CURB TO BUILDING FACE U N LESS ( LANTANA MONTEVIDENSIS 21 1 GAL 6'-0" O.C. M e®' LIMIT OF WORK (D 'NEW GOLD �: FROM BACK OF 1 SEE LEGEND THIS SHEET) ■ s ❑ e , g e iu ■ irii OTHERWISE NOTED LANTANA MONTEVIDENSIS 8 1 GAL 8'-0" O.C. M ■ I ►� PURPLE TRAILING LANTANACC W Kilo= 96 }` ASSESSMENT DISTRICT INCLUDES AREA FROM BACK ■ s'` I OF WALK T BACK OF CURB OF PERIMETERSTREET /' J ' ■ ` 5EE NOTE ON SHEET �■ p0 CURB AND ALL PERIMETER STREET MEDIAN ISLANDS PALM MULCH ■ = POT —� TY PARK ■ s ON COOK, GERALD FORD DRIVE, UNIVERSI , Z Zjr COLLEGE DRIVE AND TECHNOLOGY DRIVE, PLANT COUNT IS PER SHEET ■ ROCK LEGEND On < V- Uj JOINT COST �. .�� ■ II I DIRECT OFFICE COST AREA INCLUDES ALL AREASAft LI.M IT OF WORK SYMBOL NAME QTY. REMARKS SEE LEGEND THIS SHEET ° cc > ■!.■'■■■■!■!■ FROM BACK OF CURB TO BUILDING FACE UNLESS ( ) ' 3 8" MINUS PLANTING SA EA 2" ■ ■ , f ` n :a Kim cc OTHERWISE NOTED Uj W W ® ■ ■ Offm.; BUILDING SEE CONSTRUCTION MATERIAL SCHEDULE COMPACTED DEPTH, TO BE WETTED ■ Wo co AND VIBRA PLATE ■ -- — - f-` ■ ■ ■■ ■ ■ LIMIT OF WORK �, P RCEL 1f ■ B ,___ 3 -6 DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULE - 2'-3' BOULDER 104 SEE CONSTRUCTION MATERIAL SCHEDULELL ■ ■ = C B 13 LL 3'-4' BOULDER 26 SEE CONSTRUCTION MATERIAL SCHEDULE ,,, J ■ = � Q t--- ■ ❑ 9 ' 1 SEE CONSTRUCTION MATERIAL SCHEDULE. V) y 0 LL 5<;,.:r.. ... ;: C 4 -5 BOULDER U ■ ■ itUJI ■ ■ ■ • z o ■ I '` ,' ., W i, PLANTING NOTES: — U ■ '• '''. `� ��\ 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" ■ - �, x PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING I F— oo ■; m NOTE SHEET. ad m ® ■ ■ ' ° �:..:f B . ? • B - 2, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR W ■ N ■; IRS I TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIE5 SHALL E U ■ TO THE ATTENTION OF T HE cc OWNER/LANDSCAPE ARCHITECT. ■ f " . BE BROUGHT I ❑ •~ 'k r 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2'�' I-'- ii 0 ! ■ ■ ° D - 10 Q ■ • �r ® A4. THE LL TREES. SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR V I j ■ ■ ' p � A. NO TREE SHALL BE CLOSER THAN V-0" TO A WALL, FENCE, OR BUILDING. W �-' ■ ■ I( ` ■ • 5. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. ■ . ❑ O ® F— ■ ■ II { 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 W ■ POT "C" B NOTES HET TOR RESPONSIBILITY). (SEE PLANTINGT S E FOR CONTRACTOR �, ® ■ II OFFICE BUILDING - 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH SITE W - DIRECT OFFICE UTILITIES. Q W ■ ■_ (� LIMIT OF WORK = W ■- II PARCELS 11 II = - (SEE LEGEND THIS SHEET) 4340 � 0 ■ , I I) e I PAD FF'CC O Q ■ ■ A POT „D„ POT ,�®„ R�lAte 3 ■ v 1I JOINT COST pie U ■ II II LIMIT OF WORK 9� � Q W ■� � � � OF ACL0 ■ ■ ■ ■ ® (SEE LEGEND THIS SHEET) SHEET CONTENTS. f is ■. ■ ,■11 ■!■ .■ 'i■i I■I f■'. I■f■.■:■■`■.■.i a 3 ONE .. ! ^'.�. �. ■ ANT�NG Y t ■ yy� — ■ f i ■ PLAN RED, MEN SEE RETAIL PACKAGE LIMIT OF PHASE 1 DIRECT OFFICE & JOINT COST /e PACKAGE--SEE DIRECT RETAIL & JOIN COST PER �G ' i a SEPARATE PACKAGE Revisions No. Revision Description: BID SET 10/24/05 BID SET 03/14/06 BID SET 05/23/06 DIRECT OFFICE PHASE- 1 B ADDITION F- J1, ILL Date: A 10-24'-0S , Ix f Drawn By SC/BG/AA Checked TJ/TA t al �.y ' * � � \}j j >` ^. ��y n; Job #� OV-1199 f� Plot Date. 05/23/06 Plan Set. F I KEY PLAN-NOT TO SCALEIx 0 10 20 40 L - 3002 SCALE; 1 " =20' -0" SHEET 17 OF 21 land arc + west TREE LEGEND 3901 westerly pl. suite 111 SYMBOL NAME QTY. SIZE REMARKS WATER USE newport beach, ca 92660 LIC. No.4340 OACACIA SALICINA 2 24" BOX STANDARD SINGLE TRUNK L tel: (949) 224-0040 WHEEPING WATTLE fax: (949) 224-0044 ♦♦ O ACACIA SMALLII t 24" BOX MULTI-TRUNK L ♦♦ NCN CONSULTANT ♦♦ ACACIA WILLARDIANA 17 24" BOX STANDARD SINGLE TRUNK L/M ♦ `,/ PALO BLANCO 0♦ / �♦ CERCIDIUM HYBRID ♦♦ DESERT MUSEUM 3 24 80X MULTI-TRUNK / ♦ KOfLREUTERIA BIPINNATA M ♦ CHINESE TREE LANTERN 1 24 BOX STANDARD SINGLE TRUNK I ♦ CAESALPINIA CACALACO " L � , / / ,' ♦♦ O CASCALOTE 21 24 BOX MULTI-TRUNK / ♦♦ �� TIPUANA TIPU 1 24" BOX STANDARD SINGLE TRUNK M / ♦ iO 0 TIPU / + +� ♦ SHRUB LEGEND / ® ♦♦ SYMBOL NAME QTY. SIZE REMARKS WATER USE �f �� / ++ ♦ AGAVE BOVICORNUTA ' ' ; ♦ tt ++ O HORN AGAVE 16 5 GAL 4'-0" O.C. L + COWSco + AGAVE PARRY! VARlEGATA � � + ♦ � 16 5 GAL 2'-0" O.C. L N.A.P.-SEE PHASE-1, ,��� ♦ z PARRYS AGAVE / '. ♦ AGAVE VILMORINIANA 6 5 GAL 5'-0" O.C. L +++ zzv ASSESSMENT +® OCTOPUS AGAPE CL V �+ y, .- u V ♦♦ DASYLIRION WHEELERI " ++ ' i' + + ♦ O DESERT SPOON 32 5 GAL 6'-0" O.C. L s DISTRICT PACKAGE, +; // ❑ � ♦♦ FOUQUIERIA SPLENDENS ALL CANES g O O.C. L °�"' f ID >0m Fm - / +®+ �// �+�+ ♦ OCOTILLO 5 CANESSHEET L 2.04 ; .® ♦ LO + + �® HESPERALOE PARVIFOLIA 46 5 GAL 4'-0" O.C. L F� Z V� 1 ►� ♦ o RED YUCCA � �•� �� o OFFICE ♦ z / + / � � � ♦ LEUCOPHYLUM LANGMANIAE 'RIO BRAVO' 15 5 GAL 6'-0" O.C. L/M v / // ♦ RIO BRAVO SAGE ul; 0 UJI z 0+® ' BUILDING 12 j,� �� ♦ CAESALPINIA PULCHERRIMA 6 5 GAL 8'-0" O.C. M ♦ RED BIRD OF PARADISE Ex (D # i B re, // ! 1 1 GAL 8'-0" O.C. M ♦ BOUGAINVILLEA ' / +® / .4 ♦ ROSENKA cr W W CL L WO ., � � END l i U > 0 j r OVER LEG ♦ o zz � SYMBOL NAME QTY. SIZE REMARKS WATER USE � w 1 . l / / � i' i � �' \\ ® , / 2'�> ;' ®♦ � EWAGOLDONTEVIDENSIS 31 1 GAL 6'-0fl O.C. M ` ® +++ r ❑ r ♦® LANTANA MONTEVIDENSIS 18 1 GAL 8'-0" O.C. M / �+ ® ';u' ti Fry ♦ A\ PURPLE TRAILING LANTANA om 1 i.i.i W j ® tt ® ❑ ,�♦�O �� '., ,`.-.,`.,. PALM MULCH SEE NOTE ON SHEET W ' / '`Y , ♦® ��� PLANT COUNT IS PER SHEET '�® C LjIj '> ♦ CS , ROCK LEGEND l tt � BUILDING 13 `� SYMBOL NAME QTY. REMARKS CL L♦ ��, mac, MINUS ♦ +► � � '� � 3 DER PtANTING AREAS 2" ++ ;`<,,�,. .�� � r �+ ++ ♦ SEE CONSTRUCTION MATERIAL SCHEDUL 0. E ++ * +� +♦ ❑ ♦ 4� COMPACTED DEPTH, TO BE WETTED AND VIBRA PLATE z Ap Aft �� ♦ ,` G �. 3"-6" DIA. COBBLE ROCK MULCH SEE CONSTRUCTION MATERIAL SCHEDULEVj ® / rr ' ❑ ® ( 2'-3' BOULDER 52 SEE CONSTRUCTION MATERIAL SCHEDULE '■_ ® ♦ ® '� +++' C?� MATERIAL SCHEDULE z ♦ � ♦ � ►� �V SEE CONSTRUCTION I ♦ • O� ❑ O \ ♦♦ � �P� Z- * 3 -4 BOULDER 19 ;� " N `r, ♦ ® � � PLANTING NOTES: J i /0 7: 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" �■■® ♦ t1 ®++ .,;" ♦ ♦ ♦ .` C? �'" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE SPECIAL �■'�'■ iy"' ♦ ��` f�� PLANTING NOTE, SEE PLANTING NOTE SHEET. ® ® ® „ ® ti ♦♦ �QP�� 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR ° ° <: ❑ OFFICE / ❑ ♦ TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL > ♦ Q BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. , BUILDING 14, ♦® 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. 2 4. THE ALL TREESNTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR �� ♦♦ A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. / ♦ S. FOR POTS AND PLANT MATERIAL SEE THIS SHEET. 434 ��' ❑ ♦♦ 6. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 ri.a ❑ /, ��® / ® (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). s� ♦ ,/ ♦ �o-� / 7. ALL LANDSCAPE MATERIAL SHALL BE PLACED TO AVOID CONFLICT WITH hWe SITE ®♦ ��� / ! ♦♦ UTILITIES. s w� t O� ♦ " �� ♦ N� c®:e ♦ V +. / = Or ♦ ❑ � / ♦♦ ♦ ++ / ♦ SHEET CONTENTS: ♦♦ .�� i ♦♦ DIRECT OFFICE + ♦♦ _ s ° / ,� ♦♦ PHASE-1B ♦♦ �� / ♦♦ �.., PLANTING S +++ ♦ R EC__ I V 71 + , ♦ =" PLAN ♦ + / ♦ AUG '' 4 7_nno ♦ ♦~ +� + / '' / '�♦ OF RESPONSIBILITY LEGEND L ®® ♦ ® �� f ♦♦ AREA DESCRIPTION l ♦ ♦ ,o ® COMMON AREA / JOINT COST AREA INCLUDES ALL Revisions '�♦♦ A •9� ♦ ♦ CURB WORK UNLESS OTHERWISE NOTED No. Revision Description: ®" ♦♦ O ♦® BID SET 10/24J0 ; 3` �'�` ♦ p ♦ DIRECT RETAIL COST AREA INCLUDES ALL AREAS �A,Q os'�`-ys, ♦® - ♦♦ �■ FROM BACK OF CURB TO BUILDING FACE UNLESS �j BID SET 03/14/06 ♦♦ ♦♦ OTHERWISE NOTED BID SET o5/23Jo6 j ,S, ♦ ♦ DIRECT OFFICE PHASE- qs, OJ ♦♦ ♦ ASSESSMENT DISTRICT INCLUDES AREA FROM BACK ♦ ♦ OF WALK TO BACK OF CURB OF PERIMETERSTREET 1 B ADDITION '�-q�, �C'J, ♦♦ ♦♦ CURB AND ALL PERIMETER STREET MEDIAN ISLANDS �j -- ♦ ON COOK, GERALD FORD DRIVE, UNIVERSITY PARK, �F ox- ♦♦ ♦♦ COLLEGE DRIVE AND TECHNOLOGY DRIVE. LL LL 0,r�F ♦ ® DIRECT OFFICE COST AREA INCLUDES ALL AREAS ♦ ♦ ` 10-24-05 ♦ ■■■■■'■■■ FROM BACK OF CURB TO BUILDING FACE UNLESS Date: F L'p M OTHERWISE NOTED (` (Q �_ (/ 1 Drawn By SC/BG/AA IN O/ C' ■ ■ ■ ■ ■ ■ LIMIT OF WORK f �H � � �� ��;� i.� 5�'� Checked TJ/TA o S Job #� 03-11�9 s>' Plot Date. 0 6 05/23/ .. Plan Sets F KEY PLAN—NOT TO SCALE 0 10 20 40 L - 3 . 02a 2 i F - SHEET 18 OF 21 SCALE: 1 " =20, _0» 1\/ land ar�l0wX(0WI-wf<:TV 0Lx c + wes0.C>W(IZW"W(cCi< GROUNDCOVER LEGEND 0(WaaW3mCO IImmImI:IIIIII I I IIII&IIz(C>W>=�<F��Z1<(IWIm>WTlIIIIlII3m1II�IIxIIR eII�IcIOIL Ij�A)mm )__mE-y U.( G C00(F��<0-U0 L c.2�7 —_c*_L_)4\.m) Moe -4!6 0<.WC0W0.><�z1LLyv--O C�m z<mCz<I SYMBOL NAME OTY. SIZE REMARKS WATER USE SEE NOTE ON SHEET 3901 westerly pl. suite 111 PALM MULCH newport beach,ca 92660 LIC. No.4340 tel: (949)224-0040 PLANT COUNT IS PER SHEET fax: (949)224-0044 PLANTING NOTES: 1. ALL FUTURE PHASE AREAS DISTURBED BY GRADING SHALL BE COVERED WITH 2" PALM MULCH TO PREVENT SOIL EROSION DUE TO MASS GRADING. SEE PLANTING NOTE SHEET. CONSULTANT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS PRIOR TO BIDDING OR BEGINNING ANY CONSTRUCTION WORK. ANY DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/LANDSCAPE ARCHITECT. i 3. ALL LANDSCAPE AREAS SHALL DRAIN TO THE AREA DRAIN AT MIN. Z X. 4. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING PLANTING REQUIREMENTS FOR ALL TREES. A. NO TREE SHALL BE CLOSER THAN 5'-0" TO A WALL, FENCE, OR BUILDING. 5. TREES AVAILABLE THROUGH CLAUDIA CALLIGARI - 949.766.7457 i (SEE PLANTING NOTES SHEET FOR CONTRACTOR RESPONSIBILITY). 6. 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SCALE: 1 =40 —0 1 PREVAILING WIND> land arc + west �, CURB 2 PLAN VIEW 3901 westerly pl. suite`O�, 1 newport beach,ca 926601 WIDTH PER .CONST. PLAN �� LEGEND: LIC. No.4340 1� TREE - CENTER IN PIT. tel: (949)2240040 TREE TIES. (VIT PRODUCTS, fax:(949)224 0044 ! . � CINCH TIES o OR EQUAL. TEL: (800) 729-1314). T;:w ` \ ' 4' o 2" DIA. X 10' LODGE POLE PINE STAKE I �� '}, •• o a 4 z o = 2 O (2 TYP.) KEEP CLEAR OF ROOTBALL. SEE CONSULTANT Ld y , I / \" / I . , 'L`' r �p W (A SPECIFICATIONS. o a ,e' ,, Uzi � °- a —� WATER BASIN, 3" MIN. DEPTH AFTER a z > , a L J T1 WATERING BY HOSE. MAINTAIN i oU m I \ 2 Q n F- n- w v GROUNDCOVER 6" CLEAR FROM TREE TRUNK. Lo O /! / \ j I o �m n r FINAL GRADE. EQUAL "`- ' • S 6 AMENDED BACKFILL: SEE SPECIFICATIONS O . ON-CENTER . • X PER CITY OF PALM DESERT COMMENTS. I 150 MIN, r O w I I SPACING g UNDISTURBED NATIVE SOIL. I COBBLE FREE FORM EDGE W/ COBBLE o \ / �_ DO NOT USE FORM BOARD — — --- --- -•CIF BUILDING vim, _--- �8 SET TOP OF ROOTCROWN FLUSH WITH FINAL GRADE AND SLOPE FOR I 4 i — � �f `�I I DRAINAGE. LLJ " PLAN VEW w II I LLL o TRIANGULAR SPACE PLANT MATERIAL PER SPACING _--1 I ( ROOTBALL — 6 NOTE: USE ONLY IF NECESSARY I • INDICATED IN THE PLANTING LEGEND. co a N _ _ I I=1 11=1 I !=1 { I=I (=1 i 1=1 f 1=1 � �2 SIDEWALK, CURB OR HEADER.FROM ET EACH. —I 11—III—III I f 1—I I—f,I I EDGE TEN INCHES (10 ) _ ' I�I 11=III=► 11=f f-Ill—I (I ,11 I=i I I 3 BUILDING EDGE SET SHRUB EDGE EIGHTEEN INCHES (18") ! I=1 I I=III I41=I I I I I I FROM BUILDING. FIRST BOULDER I I III j-' I III MINIMUM 150' FROM END OF MEDIAN 1 STAINLESS STEEL AIRPLANE CABLE. 7 ' Q 3/8" DIA. X 2" LONG EYE BOLTS--DRILL & I SET WITH PLASTIC HOLLOW WALL ANCHOR. a j N.T.S. EXISTING WALL OR FENCE. 3X ROOTBALL DIAMETER J l ® FINAL GRADE OR SURFACE, Ir r o • • B0 N.T.S. >n tr) SCALE: 1/2"=1 -o' 1 TREE PLANTING - DOUBLE STAKE TO 24 /38 BOY*,:,-002.dwg J� ZWVZF� N MEDIAN B VINE CABLE D-VineCable.dwg4 GROUNDCOVER SPACING � �, t� < BOULDER PLACEMENT O (f 0 (j) � 9 �.1J W a i D: � � J Cy -�� LEGEND: W TREE TRUNK W CL U. 2 944 PLUS 4" TREE - CENTER IN PIT. uj . 2 REINFORCE BLACK RUBBER HOSE WITH 9 GAUGE WIRE. � � O .i 3 GUY AS REQUIRED TO S RT TREE 4 MIN. . ADDITION Z Z wl.L� 3 GUYS AS DIRECTED ANDSCAPE ARCHITEC 1 /2 WHITE0 �� P.V.C. SLEEVE. Cr fl- >' I PIT EIGH ATION. REMAYSBEN RAKED OUTMPRIORMTOLOTHER AS DIRECTED BY LANDSCAPE ARCHITECT. �'1. W w UJI W 0 BACKFILL: NATIVE SITE SOIL. � W 1 BOULDER -- SEE PLAN Z 4 FINAL GRADE. W 1 i a5 �.■. ®„i LL U �., I ` 2 FINISH GRADE Z 4$. STEEL GUY ANCHORS. , 8 ADJACENT PAVING PER CONST. PLAN. (5U J I a m 1 -4 Q !� 3 95% COMPACTED -� <=J0 ® 5UNDISTURBED NATIVE SOIL. a.- - SUBGRADE �- < Z0 x �� NOTE: USE ONLY IF NECESSARY aLIJPLAN VIEW 0) � �,-�� 3 �.,�_ o 0 "'�° w Z 8 Z — 11 Ld — (II_IIi__ I ►I_I I l I =11 III— - � j � _--- _— ROOTBALL = I m NOTE: LOCATE BOULDER NO -� III—I I- III—� —1 I I—I i I—f I I—III—I E I-1 I!—I 1 I-1 11- MORE THEN 3 0" I--I 11=1 I I=1 11= =) I -= 9 m — _���{,1►1,—,11►11fIllll�ll11i11(I1_ ABOVE GRADE. I1—I I l=III=11� 11 !=III=1 i 11 o 1 N.T.S. N � 11511 i i 1=1 I 1=1 I �_���—���—I�I—I ► I-IIi—I��-- — - 1 1 f 1=1 4 3X ROOTBALL 7 DIAMETER owe I, SCALE: N.T.S. SPECIMEN TREE PLANTING AND GUYING FOR 48' AND LARGER PLANTER `� BOULDER INSTALLATION 2 °'F �a�-eF I 7 SECTION B SHEET CONTENT PLANTING 1 PLANT SHRUB WITH ROOTBALL CROWN ABOVE FINISH GRADE AND SLOPE FOR DETAILS DRAINAGE. AVOID PLANTING SHRUBS DIRECTLY IN FRONT OF IRRIGATION 1 T , • SPRAY HEADS TO PROVIDE CLEARANCE SEC: WHEN POSSIBLE. 3" HIGH WATER RETENTION BASIN TO BE AUG VARIABLE MEDIAN REMOVED PRIOR TO THE END OF THE MAINTENANCE PERIOD. 3"-6" ROUNDED COBBLE RANDOMLY PLACED WITH FLAT �3 FINAL GRADE. SIDE UP — Revisions I � AMENDED BACKFILL: SEE SPECIFICATIONS �! r._• -`"_� PER CITY OF PALM DESERT COMMENTS. No. Revision Description PROPOSED CURB -- PROPOSED CURB • 6 2 3 BID SET 10/24/05 _ 5 UNDISTURBED NATIVES BID SET 03 14 06 BID SET 05/23/06 1 0 D° _ °d8 DIRECT OFFICE PHASE -III=I I _` 1_ v ° NOTES: 1 B ADDITION �I I00 • O�° o° A. BACKFILL MATERIAL SHALL NOT HAVE • 777�- ,t� PARTICLES GREATER THAN 2 ° r '. i I I— I n 0 I I p 0° ^I ��I I i •111 ( ! _ °off ,�� ,-r. I: 5 �"°' 3 Date 10--24-05 �• T A � 3 X R00 B L j FIRM WELL COMPACTED - j SUBGRADE DIAMETER II I� "� B SC r I Drawn y= SET COBBLE IN 3" THICK -1 I 114 A • I I {—I I I I LI I I; _ ' >. I_ CheckedC TJ/TA j CONCRETE MAINTAIN J" SPACE =I i I I _ _ O VINE. Q s .•� BETWEEN ROCKS, REMOVE EXCESS I I I Job � 03 1189 m ~ •Y. CONCRETE IN JOINTS. TROWEL TO 2" DEEP WATERING BASIN. SEE SPECIFICATIONS. - _ -- i NOTES: a ..a,: �.'•. 4 " DEEP BETWEEN JOINTS `� —I I I I— Plot Date- 05/23/06 ` j 3 FINAL GRADE. :'`'•`•• ',` z��' C� A. SET VINE AS CLOSE TO BACK SURFACE OF _ • _ __ ® AMENDED BACKFILL: SEE SPECIFICATIONS PIT AS POSSIBLE. I—� I I 6 Plan Set, F PER CITY OF PALM DESERT COMMENTS. ALL VINES SHALL BE TIED TO SUPPORTING I III— III-1 ( I I I UNDISTURBED NATIVE SOIL. Iw i WALLS AND FENCING. CONTRACTOR SHALL SECURE VINES TO WALLS AND FENCES W/ (3x) ROOTBALL SET TOP OF ROOTCROWN AT FINAL VINE SUPPORTS. DIAMETER SECTION, GRADE AND SLOPE FOR DRAINAGE. > N.T.S. C. ESPALIER VINE ONTO WALL/FENCE. L - 3004 C —T- RAQ it N.T.S. SHEET 20 OF 21 1 VINE PLANTING N.T.S. 3 SHRUB PLANTING DETAIL D-SHRUB.DWG j 8 COBBLESTONE MEDIAN PAVING D D-VINE.DWG OWNER'S CONSTRUCTION WORK RESPONSIBILITIES, 23. THE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IN SUFFICIENT TIME 2, THE GENERAL CARE AND MAINTENANCE OF ALL AREAS WILL BE IN COMPLIANCE TO PERFORM A SPECIFIED SITE OBSERVATION TASK. INSUFFICIENT NOTIFICATION OF WITH THE CITY OF PALM DESERT MAINTENANCE GUIDELINES. DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION. GIVEN TO THE LANDSCAPE ARCHITECT MAY REQUIRE THE SITE VISIT TO BE 1 . THE OWNER IS DIRE TIME PLANTING AREAS DURING THE Ian a 1"C ♦ W CS-� ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED TO CANCELED, OR POSSIBLY, MAKE CONTRACTOR RESPONSIBLE TO COMPENSATE THE 3. ANY WEED GROWTH THAT APPEARS IN L Land Arc + west,Juno29,2005,page 2 TEN 10 DAY INTERVALS. THE university village,Project No.03-]170 UGH THE OWNER. THE ROLE OF THE LANDSCAPE IT CT AND CITY OF PALM DESERT FOR OVERTIME. THE MAINTENANCE PERIOD WILL BE REMOVED AT ( ) T THROUGH P ARCH E ARCHITECT LANDSCAPE E THE LANDSCAPE ARCH LAND ARCHITECT IS TO BE IN A POSITION TO SUPPORT AND PROVIDE THE OWNER WITH CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT CONTRACTOR SHALL REMOVE SUCH CONCENTRATIONS OF WEEDS INCLUDING THEIR INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE CONTRACT AND OBSERVATION FORTY-EIGHT 48 HOURS IN ADVANCE TO SCHEDULE THE FOLLOWING SITE VISITS: ROOTS BY HAND OR IN A MANNER ACCEPTABLE TO THE OWNER AND LANDSCAPE I.p be low in rah condition. soil conditioning attd soil turnnduuxtt will increase the ( ) sto.9tainable planting density. SCHEDULE AS NOTED. ARCHITECT. NOTE: CULTIVATION OF GROUND COVER IS NOT ACCEPTABLE. LIC.3901 westerly pl. suite 111 " A. A CONTRACTOR PRE-CONSTRUCTION "KICK-OFF MEETING )q�camuncacititio[w ne beach,ca s266o N No.o.4340 2. THE OWNER WILL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, 4. THE CONTRACTOR WILL TAKE THE NECESSARY STEPS AS DISCUSSED WITH cI.,FANur Clean up tortslxtleulon debris and nIa on material. Remove the BOUNDARIES, GRADES EASEMENTS, UTILITY LOCATIONS B. WEED ABATEMENT EFFECTIVENESS c tel: (949)224-0040 RIGHT-OF-WAYS, TRACT BOUND OWNER TO ELIMINATE ANY RODENTS THAT ARE CONSIDERED PROBLEMATIC. uqa 2 inches or concrete slag, trash, paint resides, etc. Highly contaminated areas from fax: (949)224-0044 ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS Rciriu le washings and paint w.e. w s e need to be over excavated and removed. (ABOVE AND BELOW GRADE) AND Remove sail high in gravel, i.e. when gravel is over 509� snob as in planters in REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. CONTRACTOR WILL C. FINE GRADING AND PLANT MATERIAL LAYOUT APPROVAL. THE 5, THE CONTRACTOR WILL KEEP THE PREMISES IN A NEAT AND CLEAN CONDITION. perrkingtot cutontAtutd near mcftwtingsofwalls, NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE OWNER AND LANDSCAPE ARCHITECT WILL APPROVE PLANT MATERIAL ANY SURPLUS MATERIALS AND DEBRIS WILL BE REMOVED FROM THE SITE. TYPE AND QUALITY; LOCATIONS OF ALL PLANT MATERIAL; BACKFILL RIPPING areas where the soil is tun readily rtttf 12 Ile need to be ripped• A534�6E ti4`6'FORMATION> Gross-rip the soil an Ito-inch centers to a miufrnum depth aF ].2 axhcs, 2 feet deep is CONSULTANT MIX AND FINE GRADE PRIOR TO ANY PLANTING WORK. IWICU. ER WILL PROVIDE ROUGH GRADE TO WITHIN 1/1 OTH OF ONE FOOT 6. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE 3. THE OWN �l-ll.,•Lr'tG1" After approximate finished grade has been established,n�tatill fllc FROM FINISH GRADE. D. PROGRESS VISITS-PERIODIC INSPECTIONS WILL BE PERFORMED PROTECTION OF ALL PLANTING AREAS THROUGHOUT THE DURATION OF THE soil as deep as practical but at least 6 inches. R Juee soil clod,to a maximum diameter 8Y THE LANDSCAPE ARCHITECT DURING CONSTRUCTION OPERATIONS MAINTENANCE PERIOD. ANY DAMAGED AREAS WILL BE REPAIRED AT THE of I inch in the top 6 inches. Do not till overly wet sails, they are,xat friable.Optimum AND SPECIFICATIONS. CONTRACTOR'S EXPENSE. rmoisture cc=vtctrt is partially damp. Remove, tlebrls mid clods lager than l inch is TO INSURE CONFORMANCE TO PLANS 4. THE OWNER IS RESPONSIBLE FOR CONSULTING WITH THE LANDSCAPE ARCHITECT dianwter From tlte top 6inches. FOR ALL DISCOVERED DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR F040W*t nw,wolssRdrdlcsattt tl[ettilaoalAgttl�'��+r SPECIFICATIONS PRIOR TO CONTINUING WORK IN THE DISCREPANCY AREA. ANY E. FINAL WALK-THROUGH/PROJECT SUBSTANTIAL CONFORMANCE- 7• THE CONTRACTOR WILL EDGE AND MOW TURF TO A HEIGHT OF +1/2 INCH eta blatettetn� CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION THE OWNER AND LANDSCAPE ARCHITECT WILL VERIFY ALL WORK tq el >ma ' r a UNREPORTED DISCREPANCY AND C WHENEVER THE TURF REACHES A HEIGHT OF 1 INCH. as4escrW 11SWA&M LAS ftojut 03-1t'�lr+�toat, FROM THE OWNER AND LANDSCAPE ARCHITECT WILL BE AT THE CONTRACTOR'S RISK UNDER THE CONTRACT FOR COMPLETENESS PRIOR TO STARTING THE sm EXPENSE. MAINTENANCE PERIOD. 8. THE CONTRACTOR WILL RE- OR AND EXPENSE. o a t+a,o[ 1t141u N 'D "� :H"THIRTY (30j DAYS OF MAINTENANCE. t . 5. ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND G. MAINTENANCE OBSERVATIONS-THE OWNER AND LANDSCAPE ARCHITECT WILL INSPECT THE PROJECT TO INSURE CONFORMANCE "` '�`t��'" '"'emir. " `V**i SPECIFICATIONS, QUALITY OF WORK, AND *a new rgmg FULFILLMENT OF THE CONTRACT WITH THE MAINTENANCE SPECIFICATIONS PRIOR TO RELEASING THE 9• FINAL ACCEPTANCE WILL BE GIVEN R,V�� T E END t tocaalt a; l+e�aetesfr>d H OWNER AND LANDSCAPE ARCHITECT. FOR ALL PL fJTH �LPRMINATION HAS OCCURRED AND DOCUMENTS WILL BE DECIDED BY THE PROJECT TO THE OWNER. ES BLISHMENT HAS BEEN OBTAINED. ��° � 8 pry 4 ptmtit'lap�rra�ihttrti�tot gad l3 c�'ptad�t t slD�v 1 tl�+ LANDSCAPE ARCHITECT'S REQUIRED FIELD 24. NO SITE VISIT WILL BE SCHEDULED PRIOR TO COMPLETION OF ALL PREVIOUS TE= LA SPECIAL PLANTING NO2S WPM OBSERVATION WORK= PUNCH LIST ITEMS, UNLESS COMPLIANCE HAS BEEN WAIVED 8Y THE OWNER AND ' stttAt LANDSCAPE ARCHITECT. FAILURE TO ACCOMPLISH THE TIMELY EXECUTION OF tp�� li 1 . THESE LANDSCAPE ARCHITECTURAL CONSTRUCTION DOCUMENTS WERE PREPARED PREVIOUS PUNCH LIST ITEMS AND PREPARING ADEQUATELY FOR THE NEXT SITE VISIT 1 . ALL AREAS DESIGNATED ON TH E AS ltEaxihita�,#4tofia FOR REIMBURSING THE LANDSCAPE FOLLO NOT A��L��►9 tT�at+atgEsrttxt 'ly lttcor ii�otltellt►tt FOR THE OWNER WITH THE UNDERSTANDING THAT THE OWNER WILL USE LAND ARC WILL MAKE THE CONTRACTOR POTENTIALLY LIABLEIt of six s WEST TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING CONSTRUCTION ARCHITECT FOR HIS LABOR AND REIMBURSABLE EXPENSES. NO FURTHER SITE VISITS ft 0 USE LAND ARC WEST TO COMPLETE THE CONSTRUCTION WILL $E MADE UNTIL OUTSTANDING CHARGES HAVE BEEN PAID TO THE LANDSCAPE TIFGREEN 328 SOD AVAILABLE FROM: z� is 00 atl `� s OBSERVATION. FAILURE T a�tt, � �� � .. c��ma �9ah� � OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE RISK ARCHITECT BY THE CONTRACTOR. planting if tt1Killtas�ttoddantlt�, OF LOSS RESULTING, FROM MISINTERPRETATION OF THE DESIGN INTENT, WEST COAST TURF Z ERRORS AND OMISSIONS IN 88 211>>ZAaI 8 APPLICABLE `!'4ilis Sp`l. Ityll<If he pi apg pits pig t not have ���"Xed, as tfi�r except the UNAUTHORIZED MODIFICATIONS, AND FAILURE TO DETECT 25. THE CONTRACTOR WILL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO woltl andttttttr' rt tttc atc`n� pits sly not yv� 3l exc ,t uttdcr t THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES. IN THE THERMAL, CAA 92274 ,�tt.if �' atf by tl�e ie: ram_ EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND TEL: (760) 340-7300 1110k ill COMPLETE THE FIELD OBSERVATION WRITING FROM THE OWNER. ace ll t a� 1 � x> a EVENT THAT LAND ARC WEST DOES NOT COMP ACCEPTANCE OF THE JOB IN OWNER INDIVIDUALS FAX: (760) 340-7345 f� ref 4p i�ut a '` SERVICES AS DESCRIBED HEREIN, THE OWNER, OR SUBSEQUENT ( ttae �tlltelaff "' ' 7- LO LL OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), 26. THE CONTRACTOR WILL GUARANTEE ALL WORK AS TO MATERIAL AND AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND LAND ARC WEST FROM AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 2. THE CONTRACTOR WILL EDGE CH �•■� T AGAINST ANY AND ALL CLAIMS. ACCEPTANCE OF PROJECT. THE CONTRACTOR WILL PROVIDE A WRITTEN GUARANTEE WH �9 A INCH. see Analyses Plant Analyzes Water Analyses L Z LLJ TM 10� RHEAD AT THE FINAL INSPECTION. ON HIS LETTE 3. THE SOLE SOURCE SUPPLIER FOR ALL TREES SHALL BE CALLIGARI AND ASSOCIATES. (1) E STREET a- � CONTRACTORS RESPONSIBILITIES 21622 HONEYSUCKLE U) 27. THE CONTRACTOR WILL PROVIDE A WRITTEN CERTIFICATION THAT THE PLANTING TRABUCO CANYON, CA 92679 0 # W Z 1 . THE CONTRACTOR WILL FURNISH ALL MATERIALS, LABOR, TRANSPORTATION, WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY TEL: (949) 766-7457 University t West,3Pv*c'2o.03-1170a: LANDSCAPE PLANTING AS SHOWN APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS WILL CONTACT: CLAUDIA CALLIGARI page 3 untve�s'ty�'lta�e'1�rcject�r�•c13-117� � M 0 SERVICES, AND EQUIPMENT NECESSARY TO INSTALL LAND IN. NOTED. THIS CERTIFICATION WILL BE ON THE CONTRACTOR'S LETTERHEAD WITH BACKFILL MIX Blend the WOW*materials into clan�a`cavacect soil°r 2'eactcetl JEW V ON THE DRAWINGS AND AS SPECIFIED HERE BE NO E 4. TREES TO BE PROCURED BY CLAUDIA CALLIGARI. OWNER SHALL PURCHASE LL AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. S. CONTRACTOR SHALL PROVIDE ALL OFF LOADING, INSTALLATION AND soil. Remove` �" sledstld�t t inch m HIS SIGNATURETREE 2. ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS GOVERNING THIS dtameter.�s[veg[avelshould not be present.Rates are perenbic yard. w ' ® � J PART OF THESE PLANS. WHEN T TO THE OWNER AND LANDSCAPE WARRANTY OF ALL PLANT MATERIAL. 0 WORK ARE HEREBY INCORPORATED INTO AND MADE 28. THE CONTRACTOR IS REQUIRED TO SUBMIT � ° sufte 0ss� � to pound O Z THESE PLANS CALL FOR CERTAIN MATERIALS, WORKMANSHIP OR A LEVEL OF potassium, ts�� Z Z STATE OR LOCAL ARCHITECT A COMPLETE LIST OF REQUIRED CONTAINER AND GROUND COVER 5. PALM MULCH AS INDICATED ON PLAN !S .AVAILABLE FROM THE FOLLOWING °�ripl�supecr�asizl�at�{o-4s-t�)- lf4p�tatcl CONSTRUCTION THAT EXCEEDS THE LEVEL OF FEDERAL, MATERIAL. THE LIST WILL INCLUDE EACH TREE, SHRUB AND GROUND COVER; THEIR AGRI-SERVICE, INC. Organic-- t pound TAKE PRECEDENCE. D QUANTITY AND SIZE; THEIR H MELROSE SUITE 341 c>rgaatu:arrtenclrrtent- zoo by volume � � � W REQUIREMENTS, THE PROVISIONS OF THESE PLANS WILL BOTANICAL AND COMMON NAME, EACH REQUIRE Q 30 SOUTH Q NURSERY SOURCE LOCATIONS AND NURSERY SALES PERSON TO CONTACT; THEIR VISTA, CA 92083 � ` LICENSED CONTRACTOR. �� 3. ALL WORK WILL BE PERFORMED BY A C 27 CALIFORNIA SPECIFICATIONS AS TO HEIGHT, SPREAD AND TRUNK CALIPER AT ONE FOOT (1 ) TEL: (760) 643-4041 a� I'latis 1:3 illtarert Ct>ma�ua4 blemtd ads sad atalrter ; ,�r ABOVE GRADE (FOR TREES). A DIGITAL OR 35 MM REPRESENTATIVE PHOTO OF EACH CONTACT: MARY MATALVA re adedblr i a ttaedaa ,only a3oftltirsabc+vc 0. � W UJ 4. THE CONTRACTOR WILL PAY FOR ANY AND ALL PERMITS, FEES, BONDS AND PANY THE SUBMITTAL. UPON RECEIPT AND ACCEPTANCE 6. PHOENIX DACTYLIFERAS TO BE BOUGHT WITHIN THE COACHELLA VALLEY FROM: CO O PERFORM AND COMPLETE HIS PORTION OF THE WORK. REQUIRED TREE WILL ACCOM W OBSERVATIONS NECESSARY T Bach the trat�plant with dtc prepared soil and angered hole if OF PHOTOS, THE LANDSCAPE ARCHITECT SHALL SUBMIT THE PHOTOS TO THE CITY YOUNG & SONS htly OF PALM DESERT FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY 81 -910 ARUS ST. used. 'n rant.flare needs to be at the above grade. tea basin is used, it should be W s used temporarily. Standing water at the base of the trunk is undesirable. 5. THE CONTRACTOR WILL CARRY ALL WORKMAN S COMPENSATION, PUBLIC LIABILITY OF TREES TO THE SITE, THIS UST WILL BE REQUIRED WITHIN FIFTEEN (15) DAYS INDO, CA 92201 BY ALL APPLICABLE CODES, ol�cArllC AMENDMENT W AND PROPERTY DAMAGE INSURANCE AS REQUIRED FROM THE DATE THAT THE CONTRACT WAS AWARDED. TEL -- (760) 347--7906 "� REGULATIONS AND BY THE OWNER. CITY OF PALM DESERT 6, THE CONTRACTOR WILL BE RESPONSIBLE TO CONSULT WITH SITE LANDSCAPE CO NTRACTOR'S S SCOPE OF WORKLandslyalpe Inspection 5chedui� THE PREFERRED SOIL AMENDMENT IS LOCALiY COMPOSTED ORGANIC MATTER. � (5 � SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS FOR VERIFYING LOCATIONS Oct 0 Other humus specification,,; � '� LE RESPONSIBILITY PRIOR TO PROCEEDING WITH ANY WORK UNDER THIS CONTRACT, THE 1 Sieevin /Grading OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES. TAKE SO 1 ,, lilt,,,rtz„s material shall have.an ash content of no less than��and no t�than FOR COSTS INCURRED DUE TO DAMAGE OF SAID UTILITIES IF PROPER VERIFICATION CONTRACTOR WILL REMOVE ALL ROCKS, WEEDS, DEBRIS, AND OTHER EXTRANEOUS ? a. sleeve diameter,type, depth and location 20%, 2, The H of the material shall be between 6 and 7.5. aiiiiiiiiiii Z BY CONTRACTOR WAS NOT PERFORMED. MATERIAL FROM THE JOB SITE AND DISPOSE OF IT OFF-SITE IN A SUITABLE AND b, Soil surface drainage,elevations and trash (including we 8 rubble) p 3. The salt content shall be less than to miltitrtltolem 0 2:4¢C.an a saaoxated paste Cl LAWFUL MANNER. rdsca e/Boulders-Cobble 7 l-la p 'attract, million, j 4. Boron content of the saturated extract shall be less than t 0 parts per 0 7. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH THE OWNERS SITE a. Sidewalk and wall layout ENT AND LOCAL GOVERNING AGENCIES THE LOCATION AND DEPTH OF 2. UPON COMPLETION OF ALL IRRIGATION WORK IF THERE IS EVIDENCE OF WEEDS b. utilities location 5, Caciumcaarbon tesluanotlearesentiftobeappliedon SUPERINTENDENT TING AREAS SHALL BE SPRAYED WITH A SYSTEMIC HERBICIDE, CLEARED UNDERGROUND CONSTRUCTION OR UTILITY LINES > Z ALL PLAN t;. Boulder type,size,weight and placement 6. �alcin[ncarbonatellnotbeptreserttiemt�nppliede�nalltialirsesoils- ALL UNDERGROUND UTILITIES, I F ANY U 7. Types trf acceptable prodttols are composts, manures, mushroom composts, ENCOUNTERED U THE EXCAVATION OF PLANTING HOLES, ALTERNATIVE PLANTING AND GRUBBED OF SURFACE WEED GROWTH, AND SHALL BE WEED FREE PRIOR TO strata,alfalfa,etc, low in salts,low to heave`Metals,f�firt+m weed seeds.,it ree ARE ENCOUN PROCEEDING WITH ANY PLANTING WORK. ) irrigation System Rough-in W of pathogens and other dcletenous materials, LOCATIONS MAY BE SELECTED BY THE OWNER. a. trench depth and location s. C '+� wood 1?r� ase '�'��`acceptable I� humus Must be W b. Pipe size and class present). Wood based products are not acceptable which are Rased on red wood 8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING OTHER CONTRACTORS 3. THE CONTRACTOR WILL ESTABLISH FINISH GRADE A MINIMUM OF SIX INCHES c, Pressure test(125 psi for 6 hours} or cedar, CONTRACTOR'S WORK. 6" BELOW THE FINISH FLOOR OF BUILDINGS. THE CONTRACTOR WILL BE Sludge-based materials are last acceptable if the sate already has a is. love WORK RELATED TO PROPER EXECUTION OF CO ( ) �) Plant Material(fire's&shrubs) {tt�ttc level)of zinc,copper or other heavy�lsltased on sc'rt analysis. � aa■aaw RESPONSIBLE FOR SMOOTH EVEN FINISH GRADES AT BUILDINGS, WALKS, OTHER a, Condition ii, t:he compost aerobi less c without 9. THE CONTRACTOR WILL NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS PERMANENT OBJECTS AND LIMITS OF WORK. ALL CHANGES IN GRADE SHALL BE b. Type 11, The catlapast shall be aerr►btc wtithottt malodorous l�� of decomlrostttoz� WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST c Placement products. BRING SUCH BLENDED UNIFORM VERTICAL CURVES. ALL AREAS TO BE PLANTED IN TURF WILL BE 12. �'he'xta�t'Iutn.pax�cle size shalt be0'S attclt, 8►% ar'n�u'resltallpass a Na. 4 THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN PROCESS. BR SMOOTHED TO THE OWNER'S SATISFACTION, OBJECTS SUCH AS ROCKS, DEBRIS, 5}Ground Cover (decomposed granite sereet,. CONDITIONS IMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND CLODS OR OTHER EXTRANEOUS MATERIAL WILL BE STOCKPILED AND REMOVED. a. rye . Depth and spacing REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR DRAINAGE IN ALL PLANTING AREAS °' CQ1Tt° ACCORDANCE WITH THE , DETAILS, AT A MINIMUM 2% 9uilAaualyses PlGatut At�t�yses VI]ater A�lalpaes PLANS DETAILS AND S - 10. THE CONTRACTOR WILL OBTAIN A LETTER OF FINAL GRADE CERTIFICATION FROM IN s) Final NqP THEOWNER PRIOR TO BEGINNING PLANTING OPERATIONS CERTIFYING THAT ROUGH GRADIENT. a. Irrigation: i) Valves, boxes and wiring Controller operation and schedule 4340 li) Cont oP GRADES. ENSURE GRADES ARE WITHIN 1/10TH OF AN INCH FROM SPECIFIED FINISH GR 5. THE CONTRACTOR WILL USE ON-SITE SOIL FOR ALL LANDSC THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT PROPER MOUNDING. WHEN ON- rN( PI1Ap�LWAI3�. PORT SOIL WILL MEET THE iii} sprinkler, bubblerandlore#ripernittertype,flowrateanti quantity per plant Lane!fire _ Vest, June 29,2005,page 4 TY COVERS AND SOILS v$rali tY eration -- -- ACE ELEVATIONS UTILITY , LABORATORIES SEE iv © � `�� Signature -� • ONS RELATIVE TO PAVING FINISH SURF CIFICATIONS AS PROVIDED BY WALLACE } ttnivcrsity Village,>�r►��ectNo.O�-thee ELEVATIONS F � _���Wa�� ! ; CURBS. REPORT: v} As built b. Tree staking lv7axiTttlm total per poitutant concentrations hi atnendmoiit in parts per \ million on a diy weight basis: �\ Date 11 . PLANT MATERIAL, I.E. TREES, SHRUBS, VINES AND GROUND COVERS, MUST BE SILT PLUS CLAY CONTENT OF THE IMPORT SOIL SHALL NOT EXCEED c. Overall �\% 20% BY WEIGHT WITH A MINIMUW 5% PASSING APPROVED BY OWNERS AUTHORIZED REPR ESENTATIVE PRIOR TO INSTALLATION. arsenic zta capper tS0 selenium 3t} , "Q� PLANT MATERIAL INSTALLED WITHOUT OWNERS AUTHORIZED REPRESENTATIVES T ORTI P�,1,�� R SHALL NOT EXCEED 6.0 MM. ��u3tniurzt l5 lead too ally',- to D COSTS THE ELECTRICAL CONDUCTIVITY (EC OF THE SATURATION chrarnit=In lot} mercury I0 Zino Vanadium Sot] APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATE AND ( ) crabalt 50 nicklxlenttm 6o zinc 3(%l INCURRED BY CONTRACTOR. EXTRACT OF THIS SOIL WILL NOT EXCEED 3.0 MMHOS./CM AT 250C, nickel i{}{l 12. THE CONTRACTOR WILL BE RESPONSIBLE TO FURNISH PLANT MATERIAL FREE OF Higher amounts of salinity excess boron may plant s the soils are to be SHEET CONTENTSs DISEASE INCLUDING PRE-SELECTED OR PRE-TAGGED prcleached to reduce the excess or it•the pant species will tolerate the salinity PESTS, POOR CONDITION, OR , andtorboron. PLANT MATERIAL PROVIDED BY OWNER. THE BORON CONTENT OF THIS SOIL WILL BE NO GREATER THAN 1 PPM AS MEASURED ON THE SATURATION EXTR Tlicre are three materials ix�hiclr ti�iE)decrease the hard-setting of alkaline sandy soils - PLANTING INSU A L E IMPORT SOIL WILL organic matter, gypsum and linear polyacryiamide. l'otyacrytamide will increase the 13. THE CONTRACTOR WILL MARK THE LOCATIONS FOR ALL SHRUBS AND TREES TO RF rn�ll`AWAO ntatet•ial east per 1,00o square feet by about$50.tl0, It can be used if the owner would THE SOIL LABORATORY FOR ANALYSIS PRIOR like to cite bcst growth conditions oT if there are known growth problems in the local NOTES EITHER BY FLAGGED GRADE STAKES INDICATING PLANT TYPE AND SIZE OR THE BE SUBMITTED TO AC TUAL PLANTS THEMSELVES FOR THE OWNER'S REVIEW AND APPROVAL PRIOR TO TO IMPORT ON SITE, WALLACE LABORATORIES PLANTING. 365 Coral Circle F,}r site,liainrelwuce; 6. ALL PLANT MATERIAL WILL BE OF A SIZE, CHARACTER AND QUALITY WHICH FQ Segundo, CA 90245 � ' .`i ` 14. SOIL TESTING- 1 COMP. SAMPLE/5 ACRES-AGRICULTURAL SUITABILITY MEETS THE ACCEPTED INDUSTRY STANDARDS (AMERICAN STANDARD FOR NURSERY Apply trricultu alctepsla t3t�8 o} at �per 1,0s per l e.f square feet twice per year. UPR£D TEST TO BE COMPLETED AND CITY APPROVED BEFORE PLANTING phone (3�0} �X��1-� f�� �31�) �`�'�3 �l�piy agricultural gypsuttt at F'pounds tier 1,4(l0 stlucue feet tearice a year , ,t n^ TEXT-REQUIRED STOCK, 760.1 , ARIZONA NURSERY AS A MINIMUM) FOR THAT PLANT AND WILL $E FREE FROM INSECTS, THEIR EGGS, DISEASE, WEEDS, Tune 29,2005 Monitor Zile site with �7eflt)d1C SC)11 testing. Apply pUta5SIUnIand j1110517110rnS if needed. 15. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE ANDpPl, l;ypsttmifillesoilpHincreascsabove8.o. AiLOrt=.�,.._ti?> t:tiT OR OTHER DETRIMENTAL CHARACTERISTICS, i,Y cA9/224-0044 a THOSE INDICATED ON DRAWINGS, THE CONTRACTOR WILL CONTACT OWNER'S 1_aad Arc -I- Nest AUTHORIZED REPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS 7. ALL PLANTS WILL BE HANDLED AND STORED SO THEY ARE ADEQUATELY Tal Jackson Sincerely, KNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAY PROTECTED FROM DRYING OUT, SUN, WINDBURN, VANDALISM OR ANY OTHER INJURY. 3901 Westerly Place# Ill Revisions.- ' �lewlxnt Reach, C A 92660 Larnl (RESULT IN CONTRACTORS LIABILITY TO RELOCATE PLANT MATERIALS OR AT WORSTCASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIAL ALREADY PLANTED. 8. THE OWNER AND LANDSCAPE ARCHITECT MAY REJECT ANY AND ALL PLANT Its: LluiversityVillxge,SottthwestCornerofCookS^t. &C'seraleiFordDr. tvallace,Ph. I�, NO, Revision] Descriptions MATERIAL REGARDED AS UNSUITABLE AT ANY TIME. SUCH PLANTS SHALL 8E Job No. 03-1170 Lxcct,tivc t7irectar I BID SET 10 24 , 16. THE CONTRACTOR WILL NOT PLANT TREES ANY CLOSER THAN 5--FEET TO ANY REMOVED FROM THE JOB SITE IMMEDIATELY AND BE REPLACED AT NO ADDITIONAL site visit anJuuez7,2o05 .t' ® BID SET 03/14/0 FIXED EDGE, I.E. SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON COST TO THE OWNER. DRAWINGS. ANY DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE nearTal, BID SET OS/23/O6 � LANDSCAPE ARCHITECT FOR RESOLUTION. 9. ALL PLANT MATERIAL WILL BE AS SPECIFIED AND PLANTED AS DETAILED AND � DIRECT OFFICE PHASE- NOTED. iht site has been over excavated and reconrpacted. The soil is sandy but is cemented 17. THE CONTRACTOR WI Rq g p lT�CO NTR except in deprrssiuns where blow sand has accumulated. Calcium salts and especially 1 B ADDITION 1I1'!�tI�Ckf'� R�a ECFUIRE THEM. impermeable. bli Thenate and calcium sulfate form a cement upon drying making soils 10. ALL GROUND COVER AREAS SHOWN ON THE PLANS W1 intpermcablc. T11c term is 4aliclle when it occurs in the subsoil. Agronomists tall this =94ROWE 'ON --F ApsuI REES AND SHRUBS AND enioi, to "ltgh setting santIy sailsoil. ere arc patentiasoil blelo wiheth de+ hof18. THE CONTRACTOR WILL NOT PLANT TREES WITHIN 10-FEET OF GAS, WATER OR migratiac mrohou the compacted soil• ajennl>ais sei3 below the depth ofP N S AND STAGGERED AS SHOWN O N DETAIL. LCL`C))17l)aCCl,tn SlIOUltt d[auI well unless a clay lensc is present..Clay lenses occur in Ploodplains and are common in imperial.Valley. Mam of the farms in Imperial valley SEWER LINES. CONTACT OWNER IF MEETING THIS CRITERIA DIFFERS FROM havesuhcJrains. LOCATIONS INDICATED ON DRAWINGS. 11 . ALL PLANTING AREAS TO RECEIVE GROUND COVER FROM FLATS AND/OR TURF San& gr,it5 have low water and nutrient retention. organic matter can be added to _ Date.. 1 0-24-05 � 19. THE CONTRACTOR WILL PROVIDE THE PROPER SETBACK BETWEEN STREETLIGHTS increase the moisture retention, Organic matter will also condition the soil and reduce EXCEPT GROUND COVER ARE S ,Q�t� E THE the cementing. Native plants could be used which arc deeply rooted and which} have Soil Analyses Plant Analyses Water Anal}'Se5 I AND TREES - CONTACT CITY INSPECTOR FOR REQUIRED SETBACKS. ( Drawn Bys SC/BG/AA FO �1 ,t?�56 `3WAND SHALL BE UNIFORMLY BLENDED lower water requirements.They tolerate infertility better than ornamentals. 20. THE CONTRACTOR WILL REPLACE OR REPAIR EXISTING MATERIALS THAT ARE INTO THE UPPER SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULTURAL give soil samples were taken from the site at the locations marked on the site map. Checked TJ/TA SOILS REPORT. 1 . THE SOILS PREPARATION AND BACKFILL LISTED IN THE SOILS REPORT ABOVE, DAMAGED BY CONTRACTOR DURING PLANTING OPERATIONS• were o 3 was taken near theest colmiall earook Street and Land i Ford Drive. Weeds were growing in the southwest carnet near the intersection and in the westerly areas WAS PROVIDED BY AGRI SERVICE, INC. TO BE INCORPORATED INTO WALLACE LABS 12. ALL VINES WILL BE PLANTED PER THE SHRUB/VINE PLANTING DETAIL AND WILL (sa'Ttple locations 3 and 4). Weeds were absent in the northerly area near swnple areas SOIL REPORT AS REQUIRED BY THE CITY PALM DESERT. Job = 03-1199 21 . THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO HAVE THE SUPPORT STAKE REMOVED WITHOUT DAMAGE TO THE PLANT OR ROOTBALL. and 2, elite to floe soil compaction,S incherooting volume was law for the weeds, Some SETBACKS OR ANY OTHER LEGAL of the�t='eels had ranted deeper than l$mob's with a single tap rc+ot. P��� Date: D 5/2 3/0 6 ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SETS 2. DESERT COLOR BLEND AS RECOMMENDED FOR USE PROPERTY RESTRICTION EITHER MARKED OR UNMARKED. A. FOR VINE ATTACHMENT TO MASONRY WALL SEE DETAIL 6, The sails are,nl'ertiit atsel alkaline.ranges from. ro values range from 5.54 to ft.96. Lintcstonc SHEET L-3.04 isuot�rese,u_ saliaityislow. ftrangestrom€l.l�tao.zsmil]imholem- IN SOIL PREPARATION AND BACKFILL IS AVAILABLE Plan Sett � DAMAGE TO ALL UTILITIES, Nitr,�gen; phosphorus, potassium, manganese, sulfur, zi,rc. copper and boron are low FROM THE FOLLOWING: 22. THE CONTRACTOR WILL BE LIABLE FOR i CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR ESTABLISHMENT MAINTENANCE NOTES= t=II susi n, The highest fertility is in samples 3 slid 4 where weeds are growing. AGRI-SERVICE, INC, AND WILL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A ES Pcatassturl�, l>hosphorns, iron, manganese, zinc and capper are ttic highest in tiles'two 380 S. MELROSE DRIVE, SUITE 203 UNMARKED, A arGa,; I_ow (crtility will support growth in plants with large, extensive root systems CALIFORNIA 92081 MANNER ACCEPTABLE TO THE OWNER. which are able to assitrtilate nutrients from a large soil volume- Planting; density toeeds VISTA, 1 . THE MAINTENANCE PERIOD WILL COMMENCE UPON THE OWNER'S WRITTEN TEL: (800) 262-4167 L - 3 . 05 OF PLANTING INSTALLATION AND WILL BE FOR THE CONTACT: MARY MATALVA APPROVAL OF ALL PHASESSoil:Analyses Plant Analyses Water Analyses PERIOD OF TIME AS FOLLOWS: '+ PE SHEET 21 OF 21 ' 30 CONTINUOUS CALENDAR DAYS