Loading...
HomeMy WebLinkAbout75 WILLOW RIDGE-WESTIN DESERT WILLOW (POOL AREA PHASE 4) WESTIN DESERT WILLOW _ __p3 x PHASE 4 POOL AREA - a PROJECT TRACT # 35426 75 WILLOW RIDGE = t PALM DESERT , CA92260 - LANDSCAPE ARCH ITECTS , INCe e_ 73061 EL PASEO , SUITE 210 PALM DESERT , CA v. ( 760 ) 568 - 3624 FAX ( 760 ) 773 - 5615 E - MAIL : rga@rga - pd . com INDEX : WATER CONSERVATION STATEMENT : PREPARED FOR : Landscape Documentation Package Checklist WOW PHASE 4 POOL AREA MELZER , DECKERT & RUDER ARCHITECTS , VISTANA Tract or Parcel Number: Tract #35426 INC . 8801 Vistana Center Dr . Ste 140 Assessor's Parcel Number (APN): OVERALL KEY MAP L- 0 . 00 Project Location: 75 Willow Ridge, Palm Desert, CA 92260 RVINE CA 926N8ER DRIVE Orlando , FI 32821 Landscape Architect / Irrigation Designer / Contractor NE pp 407 . 465 . 3676 CONSTRUCTION PLAN L- 1 . 00 THRU L - 1 . 02 RGA Landscape Architects , 73061 El Paseo, Ste. 210, Palm Desert, Ca. 949 . 474 98188 CONSTRUCTION DETAILS L- 2 . 00 THRU L -2 . 05 CVWD NOTE : IRRIGATION PLAN L- 3 . 00 THRU L- 3 . 01 Included in this Landscape Documentation Package are : X 1 . Water Efficient Landscape Worksheet NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD IRRIGATION DETAILS L- 4 . 0 1 WATER BUDGET CALCULATIONS WILL NOT BE RESPONSIBLE FOR CHANGE OR REPLACEMENT OF ANY SURFACE PLANTING PLAN L- 5 . 00 THRU L- 5 . 01 X 2. Maximum Applied Water Allowance, (MAWA): IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE , PLANTING DETAILS L- 6 . 00 Conventional Landscape: 632. 12 100 cubic feet peryear LANDSCAPING , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED Recreational Turf grass Landscape: 0 100 cubic feet per year CITY OF PALM DESERT MAINTENANCE AND L- 7 . 00 Maximum Applied Water Allowance: 632. 12 100 cubic feet per year IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT INSPECTION SCHEDULE X 3. Estimated Total VeryL Plante by Hydrozone. THE LANDSCAPE ARCHITECT IS TO SUPPLY A CERTIFICATION OF COMPLETION Very Low Plant Hydrozones : 0 100 cubic feet per year Low Plant Hydrozones 1 . 7100 cubic feet peryear LIGHTING DETAILS L- 8 . 00 Mode TO THE CITY AND AN IRRIGATION ASSOCIATION CERTIFIED LANDSCAPE Moderate Plant Hydrozones: 19393. 71 100 cubic feet per year High Plant Hydrozones: 0 100 cubic feet per year PHOTOMETRIC PLAN AND L- 9 . 00 Turf Hydrozones: O100 cubic feet per year IRRIGATION AUDITOR IS TO COMPLETE AND SUPPLY A WATER AUDIT OF THE w LIGHTING ORIENTATION PLAN Recreational Turf grass Hydrozones: 0 100 cubic feet per year � Annual Color 0100 cubic feet per year SITE PRIOR TO THE CITY SIGNING OFF OF THE PROJECT . THE LANDSCAPE Water Features : 0 100 cubic feet per year Q Estimated Total Water Use (ETWU): 362.45100 cubic feet per year ARCHITECT MUST BE CONTACTED , AS PER THE SPECS , ONCE THE J X 4. ETWU < MAWA INSTALLATION IS COMPLETED TO SCHEDULE THE INSPECTION AND WATER O PLAN SETS AUDIT . O^ X 5. Landscape Design Plan REVISIONS IL X 6. Irrigation Design Plan 1 I CVWD 1st SUBMITTAL DR 12/ 16/ 16 2 CVWD 2nd SUBMITTAL DR 3/9/ 17 LU DR 7. Grading Design Plan 3 PLAN CHECK CORRECTION DR 4/ lU7/ 17 4 CVWD FINAL APPROVED SET B. Soil Management Report 5 AG . COMMISIONER & CITY SUBMITTAL DR 5/2/ 17 I agree to comply with the requirements of the water efficient landscape ordinance and submit a VICINITY MAP • PROJECT INFORMATION complete Landscape Document Package. p t Date: 3/27/2017 Applicant: Jim Shro e WEST HALF OF SECTION 4, TOWNSHIPNBERNUTH , RANGE 6 NOBASE STANDARD SYMBOLS AND ABBREVIATIONS EAST, SAN BERNARDINO BASE PROJ . NO . : 1629 MERIDIAN DATE : 11 / 28 / 16 CITY OF PALM DESERTDEXiRT'miklENT OF � COMMUNITY DEVELOPMENT ~ GERALD FORD DR . �y APPROVED BY: ❑ C.0 FIE$, NO STAFF LETTER LU SPECIFICATIONS ❑ P.C. RF�y ❑ ARC ACTION FORM BY UJ LIMIT OF WORK HDR HEADER BOARD )Vy 1 7 w ALIGN ALIGN ACCORDINGLY SHEET ❑ BOOK CONSTRUCTION SHALL COMMENCE WITHIN < SHEET MATCHLINE TYP TYPICAL oNEVEP.ROFTHEhPPROVAL t .: .& c . p , crc Po = � L y ` z p i PA PLANTING AREA ` MOUNDING ( NOT TO EXCEED 3 : 1 ) CENTER LINE I— O r Underground Service Alert + 1 2" HIGH POINT OF MOUND ( IN INCHES ) R PROPERTY LINE w R RADIUS RANK SINATRA DR FRANK SINATRA DR , CVWD DN DOWN RISERS 3: N O KEYNOTE, SEE MASTER LIST OF SHEET EQ EQUAL , LANDSCAPE APPROVAL ST WSL WATER SURFACE LEVEL I E DETAIL NUMBER e E, p hose plans have been reviewed by the Coachella valley Water _ wlLLoweloce O MIN MINIMUM SHEET NUMBER COL COLUMN Call: TOLL FREE � � Disfricrl in accordance vaitn California Governemni Cade . Section � N #5219 ' 65591 of seq. requiring efficient landscape and irrigation design in w xE . mewem o:eon o Y A EXPANSION JOINT HP HEIGHT POINT as f' A d R coopeiafion with the local governing agency (City or County ) . ' --.. ;; 0 O LP LOW POINT ° O A SCORE JOINT DIA DIAMETER 81 1 Approval of this drawing by CVWD Staff does not constitute approval Q O ua 3 O CONT CONTINUOUS �r9 _n ��� aJs T R \ G to encroach into district and USER Rights-of-Way. Trees, plans, walls,Uli 7 7 w POINT OF BIGINNING FOR DIMENSIONING HT HEIGHT lF 00 and permanent struclures of any kind may not be planted or insfal;ed L L o MARKET PL. oR OF: CAI-\F in CV W D and USBR easements or right-of-way without first obtaining � l._— o SIM SIMILAR TWO WORKING DAYS BEFORE YOU DIG O WucwRDGF i IlrAID ® DIRECTION OF SLOPE . MIN . ONHARDSCAPE O .0 ON CENTER DG DECOMPOSED GRANITE an encroachment permit from CVWD . ( � ( � o_ TW TOP OF WALL t' "� —' w W tp ELEVATION DETAIL O ( AS MEASURED FROM THE Dal I WAT MANAGLMENT DEPdR EIJT � O O COUNTRY CLUB DRIVE ADJACENT FINISH GRADE) L43625 0 NORTHimmi 11ILSE DRAWINGS AND SPECIHCAI IONS ARE COPYIEIGI II ED 'NY RGA. I NC. ?N LL FOR USE ON THIS PROJECT AND MAYNOT BE REPRODUCED INANY WAr LANDSCAPE ARCH . V OPIv1ENTS - SDEPARTbAErIT WFIHCUT THE EXPRESSED WRITEN CONSENT OF RGA. INC. 0' 16 l_. V 'ND Plan 7F Lli; l h '' f,, . + 4:Y� T li 9 r '''� t , . r,. •r c sin' 7 '• II c"gf d>t Cy r s I s /% �' '" P ' IF e '' ' i w ' '*. , y t �ot l' I'1 31�� / j } I, t t;J �s s � O — y , k hEl pt d a � 4kn FF ll nl� f , , 'rj . yr s �54 � ��� b Y , ' ' `' lr% 7 O6IDELCPAS O SUITE 210 PALM "I" " A r,�V�y7+, 5 1 fri , , � /, DESERT, CA 92260 , � i 4 ,a � .r / ( 760) 568-3624 _ , " 1 il� gig, stf` :r " / N ,-( t $v ( 760 ) 773-5615 FAX F ^� . I � ''' -:u'r '(• t^4aa ,�G r Jr r r "C 7't�r` `u+,, �ws1 Air a { � lJff }/r 9 g P r � i _ 4nn5 , lj ' 7 ,r £ \ • 1, r` nr PARKINGr ,r r E MAIL : r a@r a d . com , / I �' Y 1j , )a,1= ' �M11 t" ; I ' }w / / � !} •� r,l f - yr ' rr`'I 'C '' fr v -' 1 I rr i i t Kr IJIB f : I ' , f , itsy .' r �� r AI • b , a � �l PAKkNC §. kHf 1p I ! I .� , N I 1� 1 yi � . 1 J x . , Icl l I P "yf 1 - ./ 4, l 1 -s Id. ,. c ! 1 'I . :.0 r. a i� lE j) t ,* ,� rr i l .P ,r� f r '� 'r/' ip I u . �4. I —1 , F- t F�f i -{ -y'�' 'U -T rk { ':ti,• ,h , .. rI q c1 tl � � r 0 - l I, �' {i ,. h % ^"" 11 r' >..a' Ira pia. r _w' u q ir, �' w P ;j ,l ' Y IIr I �' Ir ti , . - I s : l �,'*k Via; 1 ,t }•1 ,':: 1;. 1 t14 � '° vt r y t IE,j I , ! - 4; a'c{.AT' a uk ' Al , ' r ` "f ri r %= . } ,� ` i i sy l II l •, a A, t o vi ` ✓ r w L ;yrJ k tas), , t r . i. E a>^-l� h I r,, -m v .i . :rk , , I i ! 'M _, � , r. t Ir A 3T-. ,3+IJ . y i1 { , I 111 i tt 1 II h -yl ," rrt ,'` - r 4_ 7•afrkd t v P ' .p -* . r lI ; �, awl U �hr n i > . - — � !.r: � ,I ! r„ ; ' PARKING/ P i a . r '" Il av' +' •-I_", . • :.� Ir+ s! I I i l , r i { ' �l 11l I :,I }� ' r ' .a:,, :�+ fr '�y a}y,i ,. r't�.�4 'a G"c :a , Ilr '' rc':r: ,,, pi { � . ,I , Jn, !+ I� v tl . : I li p " " - a '; i:�t I. � s v :,,, ;(N I . � :nr:,e � IIe~ - i" v +'- ir. ]11 .4r ,., rr, i t '' ' '. 4f I c "' ' I � r I ,.I ' f')t I L .Z r N f a .. 1 �� / I Iti: r �-t °h- ay1 C ,� 3 l - I r 1 ti ulx:•a 1 _ , , r ! '�., �, �'�'.`"'> r s. t� lllrr a ' ' s e i Ai I tS = Is ' jt • 1 ln.�ht. is 5� , csr r p,,: , `, ; ' `� dk,% ( � I � y � ti B r' I�,': � . , }411� J#J. t^� e �% , r k 't t, , r �, s +ti ;' ? " ,1 FF AFF �' ""f}LLt .: : fir, ry a. ;I+ ; ;}•, dIr kiC1"+Yt€ - '- .. ._ ,? t , li(�r r.k�r �; ,- I r 1U ;�, t ru•r r I It. . e yri', ,., •,-. ,,�� ,. tt• A ' � ' d ar tir I, a,"at , � � r - ti . ` � l �^r-� ,.3 , r' -, +..,, .a ;m Nkfd I ti }, ,,,. �a I r l? ( , r,q #: L � it fi ,t 4 �I , , + ' A I PARKI G' fb' r' �, w w 5 ,tj a ; , k+ . w .3w-. _ 1 i 4 , r yi ".Y .,. y,�t , rr:a . , y J " i ; FF i u,,-, r r' q r P t; p•,, !r ' t.-i . r ' �. 'l II!�' flf>i IJS. , '` r` �Ir� Ax, a .• a',, �I � {�,1 +l ;'f� t�'"� "uk"ya]I r ' � 7`•-,ya ;CJ +'� r . y. ' „- f * ✓ 1 riff k) I' d . i" . t s' tL ' ,a ; '• ,l^ ,f h c . f (1.1 II I,'!s!°I{ -," p , Ih1 „ a . 1 Is ;-< :{.,;,rt� ,I I . +,. - _ ,r, ..+�i � , iI: -Ryr r °t.. l a W i , :I i `l t •G . !` :� 1 . rl'k�,, -- � � ..-tl Ili �' i rk l �� � 1 1 �:, �� w �"! /� r . : + 4r„ , .+ y := s.. ,, +... , : tF t 'L'''. r 4, r - nd , wi . }I LL .a '=.., .1 .>t�., _.:� r I 1 y ,r . T l 'f-:,- 4, �.;1 j(' I � `v t r .. r , i ,F .,. � t . .e.Y.d f � I� , r, ,. ��, . %� ,4, •,tt..,,� IF, ,t~<�7f I rJ i1 L' I , � ; �*- `rll }c r ti . F a vrr r Cj _t , ,, `L .'*r' a-- . �. -t", $'. (, � .y y_!^ J t:;C'C . A •,d , r ,v •,,f�,-yb1 4r l " tf; -*€ yz :r „{ Cr u. i,,l+ , k — i. ,,, +ry , I r , Vri Y `_;% F b d ; Ir'� - L'T t is 1e i r 'r r` ri•`,7. l t" d;? '%l:,it \ lr'It + '+* " .-, .: ){f• �' r —A 'ir 1 'Ti I . .� rr Q U :. {+. ,�^ r ny,� i rf '1 dr. 4 �•`- r r,''J f�J I' r I. :_;It,'i T r?,+'' .r 7C _„'C'i,. 1 Y I " .r 1 I I' , s aA It .ti, ' : 1 ...,.,,, ..:+.. , I_ = ; ; F.x. - .,. �':' i .;u �. � r .; s s�h'F'`4; -i . 'f¢ _:�a ( i ! ,yy r - , / ri �Ir.' , ry r -4 r1 . , , L.�_ { .� rl " ;y �I � a p ¢ h. .II- I - " r P i:{, r d �S if�;k lF,v vJdpPIt �v."+i: . + - • ,. 7 41 r- .`s.w ! ".:.,. �:� ,.,, .r ,: w .. � ,, , AR — It �" , -Y t,.. _ _ �: t`" - ;,5i'#5 " '`I ' 61 f P KINGG ;i � , ' - r %y�.:'. ,..� r,�`` r �qi ,, ' �li�, lki:... .`! ;ri `.:", + ,� �— L ry AN f � ' f I, T �e.: :r; + � VETZ ^fir,I � :If� ,)I. - �. 1,`- r.''+ )- -=.r-� ta ,. ,' I i ; , i;.=' >''- " . rca: ar '. ^ua`Yila ! _. ! '- I, @ °1 . .: ,:: t .,. C . , , . ti+ f ALANI, yl ,.,j - .. • w..I,. Ida ,t- � ,k, ,:.t k+r f .,,. i +'u ' _ .r . l . r r ,� •.v,� _ - r. - �f ti" y .. d„€, ,:, yy„ , , , ,' `- ...r= ,- : _•: I:+:it,; +.+: +m t . :;'i: . . r r r'' .r r R �. . ""+ ' ' Sr-�'.�.:. �I.. .'{; q7 - f . , i ^ ' z x k ,, � :_;. . , _" . I , _ wn , J ' iC'"i ,3- .i vi. , r:{, Ifol ; r yi`' rs• ". t •` F'... A :, , tat { � i' - -w: ,"r..� .�.� C'� 1„ PA ( Q O r tl ry � 4' 'o ,rF A ;,"� .r' - s , 1 .} " r .{,t i;/ . [ r - t _ § - it a t f rr- u e• ._ ,.v."E ,k : %V I , r, F c, `. '-.?.: i^',•d1, I. , `• ;i li� .IFi :R ri_;- f' / '{ 1 � '! ir�r; . .. : .� �•3' n T Cer';,i�� f fi 1, O y g� >'� I. �JJ a,N; # (} I 'E k + k 1, ! -w= 43a-° t " t �+ i� t 1 , 1 ! J : ,,r -� r, n 6' 3 u /� d i ': I r':-• Y �t � , i ,} r r ,a, + +y. t . p < rl i � j + ° LJ� l �':.i>' Itkll:, r, r 1 _ at at; Pilck, .� .;J- c , :{ i ;',+'\.I �I ) ,p sue. ; l . tl �� F, , yrtw '') ,� II j 6 i. ,5 t ! • r r 1 . �L.'[y ,t I d.t..- ".{9,'" ti "r1 s;" [ 1 -''""h)... � r / r'� __ ..,n,v_.. n, "' c.{, 1Crl I . ly;. i e � .-.L C. V . $ , .d ,, `fie ter, Y . . ' i ,��� 13 � r f ; t , } 1c ` is l � k _. . l� r � <'3. ._ ,y'v1 E� tt:. s ti + . `r , ',ln' --i•._ 1I T �sI1 . 1...{,j I _ 'l. : y,,v =;. t ,J { . � $ �I t �� o a t _ w 1 a �! „r PARKING 4t+ , u : a a _ II _ ' r .1' .5�; 1 ,+,wt' , .,-r.,�r :-.M -_., L . , ., : a _'n:�k-k+ l„� I 11. t �t +.�i! rr _ i ,1" P . c}-I v' 'I,- 'Y:, �_ tt. _S��i euiruuac _ f fj . i - I Jo7 pp 7 I !1....-+a. t t 1 t I i`' -- - - p f i' 'L . }s"r k. pp„_; ...t ^=..} ' !r -, : v Fl� iMl, ..: ,. - . ,;. , u. . ',t.,.1.J - � t1 i t 1� 'I I' f` - -`i i,.� ^r=a °� f� l rr �d 'h,'�"fx A. � qq �d�" 7a'J^ . u:n=*"' 1.-1.� ,,, i' !I, .) �"- : � Its I . 1 '. A .,., I I , ':� '- 1 : I ":j A ' _;=T ' I 1 I � Ii ;� ss r ;II 1 '" _..... _ _ ...._�-. __.._ ' ` , z � " II�� ; 1 � I� ` � l 1 ? I fI j s II �L_l 1 s � I ;`91 k ' r f �_ r r- I �,x.Il„ �� r a rl _i� / /u w'� i� t tl .;.,,.1 I f f /I ko ( d k^ Tr71 I . �.LJ..1. '_ - - I au:,i :.. - rfi ;i 1 ; I I . . r , P- -^t�' �'7 .l_i �r _. I 'C�' : . : -_ . ' � Q II �� . ;: Q at� ir qt .,^ ) 4j l , It S;° i :',irt I NG T l �,'I i. II i I' '�J i1i _ /•� k rr- PARKI L m fir} ? t I I 6 - a 7 xv I ;;i � " , ` „ T - 'K' fi . l �tl ', I i� 1 I 1 �. � z -�_" `�" I i I ' � t . I, ,, t �z f 3 +3" Irt - 7 y, � - { l I 1 4- t: r O ; 1 //�] / .,r� ' C>sv'r F" q,: _ ,4 i � '�I 11 �-• fiY rl ht,S m �,.� 4r' � ' 6 7 ` � I� 1 ` 1�-- " ; J - i - . ,r;. : t ✓ '\ Al t I . I ... - y- t. 3 "or EXISTINGi 2 ' WATER 1. r `, »- PARKING = _ -- ..A ,— � ' ,,,e' k __ s ,, ,- . .I--1 r r I� �1l 11- , : J C r METER LOCATION . �, i 11 1 _� �s � "sari,,+. ' ft I ' F / _ METER NUMBER 8409893 w L vy I ( , y _ s A ' :fir ` sv- _.,w" _ 1 . , `"! .,;•;v I .yl<' Y1I' ,h _ I Id, . 1 -'`�� �� ; _ ,TMr,F i`�y ' +? "3`k>,.. - Yr 'i _ _ h I I =1 .L- :wY s' "' I iI 4 .0I �w >< _ � r I PLA �'d v m, s " 4" - �I IS t YI - Y i �� irk , ; �I 1 'Jr r i l tl : 'q p �'I I BUILDING r6 ,`,ry zi _.: r, .l ! i r , _ �j �p �1 ` I ` '` r 1Idid- ' ; .wk 6wAr,'. ! J ' u z ,:} �• .� I I 1 i'^ r l , ',I rvsif f{„v F z,u' r rn . . .. ._ , -�_ w W .� r r I p 5 l� c I 3 - rd A r O t . n s �� Iv'' II ; , t_ i•I : 4"+ w. �, IPr '�l'e,t ' y, - :` PARKING ' f - `,,� '�� ' ` \ f ` ¢ A . � x •, k ,...- - i �s K" dF ` ' Jl ar vr+ . BUILDING 7 �' fry 11 ra !{ '- . '01 ' ii'l ii' "t`- '"r - `' , :'�'l i r' PARKING -_�.%',.� ,. .,:{,� "t,.y,, t I 4 .1 IF , v' CJ ;iF �C. l I I i:e d f� . �''rIL'pA, I Ip y ; 4. .; r ;� { ., :,•IN : � , ` SEE SHEET L-3 .01 FOR WATER CALCULATIONS :. � . '' r t = I `/ - :s ` n 4 ,i �481n1,1 x'� LANDSCAPE ARCHI ECI : i " _ .� rtl k6 a r . v �n1 _ f r ! + ` -::I`�a'�" h f "_= ., ° rr .9c v `r �firx..ldu+ illy y + t . � ,I T + ' M 'il' .. . I ; ,r�Y Py { ak fir sF, I. / ` / 1 If , ` _ ! l i rl rJ !'-1 i-_ •'. ti""," f _ : 'h�i"u yr r `' illiivfl1. I - .. �r41 ��4+u+rc, k _ f r PARKING 1. 1 . ad/ f \ l�'` rf k r r' -�. it 1 ii yt 1 s _ - ,.-r' "� `~ �4�" i_ �' ""A' r !A !"° " '' ..: I 'ry n, _ x ;t � q � r ::. 'r b. l l !, rib h r ' r ::..n: : J .v�GF .'4�'.I'r' .a •.",` :' `•`"'�! . 'r;:�, I*,F r ,rg ' 'r;" 1 .Ayi'" ui �v's 6 x.,,�•i +t' i.,If II. 11 I i .sE w i I ' .. st E t ,o- �£ 3 a i :i' I n nt / _ �-� _si ,;,� `.I. }."Es,,i� f� a. . {i:',.✓' L7 X,yr , i h, ^ " I .,r..r'ci` S .' : ;- '`> bAI () .;.., 1 ,r, f"'t` T; I-.I-';u+ r I tiM + ,rfON, F k s„ h '�'+ r� r .� +:,i r ,r�`-:u;� -, �, I 7 hit _ _ a , ,I 7, hNiFie, ,. .,.,� , . ., c ..� -. . r 1 e• I i 'r:" ` -IN. 2';, 7 a'+ +I.. A11 ' " ' It 11. . .+ �,.. , ,,,� t" ,,,u/ '";'`'- d 11" _ d E f V < ' PARKING I m : - n - - _ o' ' .y �,f e , . _ ,ift. I a�ii l ' {: -..7 1 ..�.,-� 5 ' s=�:" v, a;7 , . .�, ,kl:°., 'iett, .+ r• dre` ', �"+y firm 2 - �i' � � ; t < r Pa - a , +,. y m e, _ SEE SHEET L-3 . 01 FOR IRRIGATION SCHEDULE . 2 " a� , — _ _ ,11 { gi'"' f n ' ' f 1 1!i •i . �f'a $',-C. `I "Jt r ' °'�La:; Il��wpW�!h � t'I` -2 € r .>I f' `�' ,, ,F �i' (..r': _} f _ _ .<, -1 ; ':' " ' 1 i r .5A * .� '� .,y-K` nun IL € ... .A r k 4t� , i� f` 1 ' , ' ^ _ t -,{, >�e: ., _ _ '�utL fit . 4.._Arr;.+" I 1 - i 'i 1 -r r . k .- ' 1tw!r ,:Y'.I ". k is 'Pia �'",'. tiF ;A. it if+,h` s-:_ •,w,z"`' 11r+'x. • Nv,y . C_ r;',/ - - -_..,. - _ f s I _ L 45,E t. i I -- - - iC ,,. : ALI „ ` , + 1. I I I I i ; + ' k_ _: ial� : Js t.'� a" a 4yn ! n .,. " xsF III r -�. w e ,.,I r: - _ , �:ifoi ,r1"q, ;{ I , 1'i 'i �, .._� ' I , �., , i " s' .Ig 'r\ _ tIV -.a ";iA ,,. :r` •+,.,x^r'.::C ' i` r n.1/ PYry i T i _ Wit . . . .. ' YA I+. .+z I . n i ._I R--..+-s :.._ LS__ ` l + „�F. ' ! l'f.r '+. - ..a„ , 4'' BUILDIN ,. 'e t,r`r F'y. , -:1 9.. ,.:„t i�-�"� :x� - BUILDINGy4 -s-.'" �`LTM.L f . '. + „ . +e . t.. ,_—_�..__. r`a— t : i ` .a . �.�: _ --',. Ia I �A ; ',. - _ ��\ _ �, ,, , ' is , ry J fI \�{ _ /-- - -, f:� . a4 . ./ •,:,>;., - , ^�yn r{l i 4t ! ;, -"'`9 I > m; t I . .� ..: ' %r Iy , C.k1t-� P ld! ' j, 'w•rl' 1"t _-"'_k' � : .:+,3 vi ' �� '= �i ' -,. '-2 t >'? • ,Gill .=� - Sty' e ,.+I . �r� ..,.' i; ^i' �'w:� ; t ; :,:;,� IS — P E A.4 - t ;i g !•i`' O , Ir ar'' `` > ;v d pt , r , f - - !4 . .1 . 1 u.Vll it !I I 'a.- -_ T i 1_ y �J'� � :g I" : � tjl, _ Aj0 f . 4k ,<'' ° `wtI' ewLDINGs a f �' , i n � : „r + 'N K u w - euILDwG to ® r., .�,�t , l (1�{ 4H ' v' r n t - I fr �,it � ,,, 4 �I , n + u� , -f"s- �_ •� i ;. r } r rn' .... t A•t, F + Ad 1'l e }. t. , Ct ♦ TW, f . y ; , : ^ r \ s . , til+i- Y 5 F _ I . ' uT t i , x =� ' . d , C -.. ,. . -::. - ♦ t I {, r. ,.G I 1 + -srs.: _. ^� r . • ; r-a w`..9t?nrl - $,. ;-+ . { i, i„5 _ . •j �' ,. i,F I , I Isa. '�; :}' ,a,,, : },' 7 - - . I { I Y :. . i E r . :� - ��. ,+,;,`,"{ N. 'i _. r O` , P".::.'•11. ?4. ..- r . t : � /: r .;(; .: .. 4N. ,,. f' .k,.� � -m. . + .. , I ® > ( __ _ +^.��y 1 ..,, i ' +� I � ` -� x �, SPECIFICATIONS -. r: _ -: . o : + :aI ! . . :,.;; . I - �. ,�, , `/ ' 'tY . ,. z . ' — ' f,,, •,+! g 1 " ^4` ..r • �ryr; . .'.§' ' 't,-a :. hn;,.. _ .- _ ._ . _ _ _. .. :.I , . ; ,`. . .y: Y 7v 1 _ Yea a +.. . ``'. ` ,.�:b •,,r;�" , i'' t, +. ,Mp• . 5 a - 'y1:._;.ns, ,; -r 1..� 4 ,r�u,.( �:.I. ; r' ti: tt, `�"�i. _'4-, ,}r I � I? — ♦ _ . ... .. , . .. . . :. , t : .-- t--I ra- ry,Yr:,ia,'�- .,r.-s y. . +�.:: ' 7 - ,...,: t ' •W"'i, .c �P r ,Ij.ry., L r ^t'g ; o. , y. . - . , . _—_.. a t1 ,,N _ra.' _. ... . , ¢ , . _ --_ -•'. ;rA 'I' t r, 'firC t. - Jr `.. '""k . -;ti<„ c; .,,. _ , ' ,i __. - .. . _ . _. . . _. rra;•. . ,,y, , - + J ;.4_ n !{t k I .I r l - ,�. - 3;,, t Il t. , r'' �p . . + 'A +' ♦ - . . _ .. . . . , t .. : t:.�3.., .t9.�f i :. + ., . _. H. _.. . . .. - - •^L c.. ,; " r' Y..I 1 ..r -- ,- ,...1"", . ^' / 'Yi' a : u:, t.- .{ ti 1� - z .. 'fi r c , A t r:, +t,w . .. .. . . ... , I _ . o .. _w _nl , " : . + f • " Ar� ,r I �.._ ,�'�8. . t t,,., 'a:+: ;N ;,,.Ir' 'l..q r' . J , , • <. . t�� .-,t�`� . I t,, i .-r. —_ _ / Ii'z . al . , t r - _ . 3� »-_.,, >t�. ( ., _ 1 - _ v,. , t ; a _ :: - - _ a, +; � k SHEET BOOK .,:, _ , . ._ . F 1...,-__�_ .. .r. _ . . —,: .,� a�•�., : , r s ._ f r }_ _3 ! ,. .$ it I ,�,,. ;r . S t „ +l �_.t_.-i - ^°y " t'>i .,"'c,,ie• ., c >,.�# : I+ , t` 4 ❑ _. . , I, r i) . ., .. , d' c.- .*., : :, . . ` l a", z , 3; -_:dry` wl ^� ; Pala, ti' - .:`� t . ,h } '(, t{ v". . ' _ t � q . ., -,I: I - w . { ,.TI if:,. S l F , u5 - r I t v'#' . ,r auILDINCIs _.. :its ' .: :�.Pw�, [•�.w'�er'�.•,r�;�'� �"'.� .jf �"--..._ ��:1 *1 ( � II, �, ` . :, - r` r �. r r iv t i l.:E' - � /_ , _ rr ' ` I rT� ., � .,.r ! r I . ,I: G' I F x I k,�i� ( ' -'--I { : t ,. " , � - 1e,,,t,.... °` mt 1 I I I A M _ - - �J �R1D �1 --� - s�` I F ri`� d -. +7.� � , 1� "�� , �iev„Ir i f d fly I i ' t _ f w I PROJECT AGER . TM r.H _ + , I ; _ I gr; ` Vl�� ..` ,�, I If MAN ., 1 - I a. -k k - I .: •, ', `ri7 r " ) ..,�; I t"r,. i 1 a t : BUILDING I3 _. . 'ii : i _!. .— n.:_t-� 1 1 1 / n L Vie! - ff ` -__. _ . .. • .I I , # :, it I el 4�Sc ft- ,+ �)L ! Ii •,± - /- J' . .._r `I t I(i� - ..:d ' I I_-,�`._ f ,� 4, / � � �� r 1 ,,3: :? .. ; i./ :* .,., 6 I ;_,PILL, _ ." r : r I l` at` i .._ i _ _{ _ i / , * r tr ♦ so a: .;.. . .:: :r :!I. i , d F : z-- ,.^x' '" t - -�a.1 _ J ,{ ..,..++aI r , _ d• l i r :aA /, ' " r _:_ sill , I ! � I %,VAIN .r �� f .l _ . , - DRAWN : DR I 7•. .1. rt.w �., '.y 1 r I IN :_ / , f • Al c. .ue .VF ,_ L ��r '- . '�,�.. - � . �1 { i . ' ♦ s . , _,:..=„, S _4..a.F -I ! ` _ 1! L -r - =.:I .i! ,r. Fx� ^-- wYs.-. (d,l r'' i :, :9 ,i', f. I � - �! -- �' ' ' ;.''� .: . r,` 1� __ I! rl fl` tut. -.. , . tlr S4 r,i n� . f.,. / l i i } v -.,,.,�. F - ;; / " l l l wi t -- _.., - i j f 7 r 'riff 1 , -� „Ii,II4 � , . �c 1 .as, t _ . ,� ! ::' .�,I , ... : .. -. . st . ( .r tv, L- } r ( rf 1 7 / l' �-R'.'', I�t" J f.' T[. ^ _ t - �� - � , :_ - 'F , ,,,..II .\l L - _ t !y �'' ;,r }JILL `..,';- r .� ,.° C -a... g,.. ,_ T+;r o; .J r r 11 - [ r ,r a{', I,I.r.•t.'^ hz?sr+ ... ;./ -,(� ♦ 1Ut _- 1. >t �'I,_�4 :.-.- GFi' rll ; l' ;%:' /7 -le., }v .? ,,-" .!` r ' r - - r / �+I"~ , _ �' ` t '_ I r 'Y '! _ y CHECKED TM - _ try; r... -- t / et PROJ . N0 . 1629 - o I ._ . . ..i .•. - _..-, ti. '. I ��� I`. t' .. I r �.I I....�I,, ._ - 31r 11' i . �krJ' `I r� + . I :y, _ r..�� , `' ?- . 'r{'` !r� �"i,:.,4 j,+ � �t r.._ - ._ / 1,....�.... ..w . ._-_ '- £4 tt ?I ,(r i i F''�,r _ _ it �s.:t / c` ?w.{�-:••. .1 ; r It, , ' • ." r^ • 'i C'+,I 'C" w{F 'r fif4 i " _ --- — r I !r f,• r r ; ,__ i' - = xrl a • I i , - t DATE : 11 28 2016 T — ------ -- --- .. m . . , F T s. { fI7I . .-__._._._--____.._. _� ..._ -•_,_ ._._1 { i ',` 3 ON I k '43.f . -�: fi . f } '{'.rvsr�" , , - , : x 3 f , '+I 1Vlk il,i . / L' .. t. (I-,.Y t I I! !' I �-5, v+ BUILDING 12 °T' L2 .J xri,.a 5i � +4.t p, r - I �t , vt Ff . . - - - - ® - ® o o .� o 'er o o . , ^C3 Y Y` , ,r�- -..., '`�y'r y 4r !� T �® III J I ^ i t } t '-- a1� 1 �' Y' ! �r z t y �» I i ° 1, �/G' Y � 7 r _- F1 ' � + r SCALE : NTS x l � � t � ° :." ' �' '14 b h � ' ' u " C'y �1 r � n I 1 $` w A INIT . PROJECT AREA FOR PHASE 4 POOL AREA - ` �' ��'��AI;I ` If�t :: ) ra` 1 µ ` ,% � . - - - - - - - - - - � - - I - F REVISIONS : / ; " T >", �riIr P1HAt I � , L CVWDSUBMITTAL t /. . ,r"'"'^ z;, `a i,t"' p II t• r x,r,I, i +'1.kP ' '?' : 71 •, S} . !, d r -` t � r r r Lp1t,+,.Ili a� � � m ` OIST 12/ 16 / 16 DR ' ' 4 F ,I I I ( 5 y I I" - ,, , ' rit I +`I� � p { CVWD 2nd ,.;_ �P11 V. . ; ; �. 2� SUBMITTAL 3/27/ 17 DR CONSTRUCTION SHEETS : L- 1 .00 — _ - eke I ,� peuILDINGt � A F , , PLAN CHECK IRRIGATION SHEET : L-3 . 00 to , l I k t I Noa ICJ CORRECTION 4110117 DR PLANTING SHEET : L-5 . 00 � �- ° l�� f r , �� NORTH CVWD FINAL CONSTRUCTION SHEETS : L- 1 .01 f ` r-I r 'r '� 13 ` ® APPROVED SET 4/ 17/ 17 DR I AG , COMMISSIONER IRRIGATION SHEET : L-3 .01 __ t 1} ' , rI ! z\ & CITY SUBMITTAL 5 /2/ 17 DR PLANTING SHEET : L-5 . 01 I CVWD LANDSCAPE APPROVAL � _ These plans have been reviewed by the Coachella Valley Water - - District in accordance with California Governemnt Code , Section 65591 ei seq. requiring efficient landscape and irrigation design in \N p T E R cooperation with tie local goveming agency ( City or County). SHEET N0 : Approval of this drawing by CVWD staff does not constitute approval �r5 T R ` C� . to encroach into district and USBR Rights-of-Way. Trees. plans , wolls, and permanent structures of any kind may not be planted or installed in CVWD and USBR easements 'or right-of-way without first obtaining e ® o an encroachment permit from CVWD. CONTINGENCY NOTE: CVWD NOTE : � I LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR IN EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR � 1 ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , Date r� I WAT MANAGEMENTDEP R IENT ARCHITECT- ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT L43F26 4 CVWDPlan # V OP;vtENTS SDEPARTMENT _ .1 ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■-■ L Moo ` ♦ ` ■ (n) PARKING ` ■ \\ � ,. � , � ♦ ♦ \\�"� / ■ \J�\ �::,:- © PARKING PARKING Q ♦ , ■ LIMIT ° 0 / / • ■ l ) ����NG O LANDSCAPE ARCHITECTS , INC . /` f� • , O �� � a ■ 73061 EL PASEO , SUITE 210 PALM , �/ / j 1 �7 . • 9 ♦ AN*�,�n► ^�A ` ■ DESERT, CA 92260 ♦ �T `� ''� ,, \ ■ ^h ( 760) 568-3624 �� L-1.00 © ( 760 ) 773-5615 FAX mow \ \ � \` ■ a E-MAIL : rga@rga- pd . com - - 24 \ : J lb ■ k ° - / 4*1*IIIIIIIIA a % qw KEY MAP IIIIIIIIIIIII •ell / 1 u - - - _ - - - - - ` ♦ SEE L-0.00 FOR OVERALL PROJECT KEY MAP Q _I - - - - , W / • i , IF <c/ / 4 / PA � . 1 \ Il ! r 1 l _ PA I NOTE: r � PA - — - ' 3 ' r �� 10 \\ + 36" 1 1 . ELECTRONIC CAD FILE WILL BE PROVIDED BY I"_ mImII - - LANDSCAPE ARCHITECT FOR STAKING OF O �� • �/ / // I 24 ` - _ . ,'` f _ r I 1 0ARTIFICIAL /C/ �� HARDSCAPE INCLUDING POOL DECK WALLS_ U W W �SPATURF AND SIDEWALKS , CIVIL ENGINEER TO PROVIDE a SURVEY FOR LOCATION OF LANDSCAPE 30 � W VI� HARDSCAPE . Q 20 2 . FOR GRADING AND DRAINAGE AT POOL DECK 5 �, ; J_ � I Z REFER TO CIVIL ENGINEER 'S PLANS . ALL DECK I-- J 2D . 10 _ 21 '15 /� � DRAINS ARE TO BE BRASS . Q Q (�z �• � I �/ II 13 I I , � 1s , ' • , • ° � 3 . FOR ALL POOL, SLIDE POOL AND SPA WATER z = ILPA — PA / / DEPTHS , POOL SIGNAGE LOCATIONS , REFER TO I +24^ I I TYP . 13 ii -- _ ��/ Cy, Q POOL SHOP DRAWINGS . O I'— ` TYP . POOL 13 — �F9� SOA W ui 4/4 Lu ° ° - - ` 1 I � 4 + w 0 CL -I' g , ' — — — , / — _TI .I \ LANDSCAPE ARCHITECT : 13 -- Tq TYP NIP 1a 'L I . WATER SLIDE 1. � ._ — T T — I,  ► v �nrs-ion 4 Ao T a POOL 10 TRUCK SPECIFICATIONS yap _ x — SHEET ❑ BOOK � u Z� zs � , — ._ / ` p , PROJECT MANAGER • TM IS \ L L; — .� ...- + < '% . DRAWN : DR I r - / I _ _ _ _ \ a : g 1€ CHECKED : TM Now 12 I / \ \ PROJ . N0 . 1629 PA PA M'n1 \ + 36' I DATE: 1 1 /28/2016 u SCALE : 10' 0 : + — — T� / T 9 '- 10" 1 +241 _ - - / � / REVISIONS : [ NITS 3 - - - 14 IIIJ CVWD SUBMITTAL z3 GIST 12/ 16/ 16 DR - - _ . - - - - - CVWD 2nd s - - �� _ - -� _ - -� - - -� - - - - -I - - � - - -� . SUBMITTAL 3127117 DR J J PLAN CHECK 1CORRECTION 4/ 10/ 17 DR 11 6 28 is 11 ~ ~ ® APPROVED SET 4/ 1 17 DR Q � Q / 7 AG . COMMISSIONER / 0 & CITY SUBMITTAL 5 /2/ 17 DR LIMIT OF WORK Jj ® , SHEET NO : CONTINGENCY NOTE : NORTH 30\ CVWD NOTE: SCALE : 1 " = 10 '1110 " • 00 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR GRAPHIC SCALE ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , SEE SHEET L- 1 . 01 FOR KEY NOTES ARCHITECT, ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT1110000 30' 20' 10' 5' 0 NOTE : KEYNOTES: KEYNOTES CONTINUED 3 ELECTRONIC CAD FILE WILL BE PROVIDED BY 1 4' ' THICK CONCRETE WALK W / INTEGRAL COLOR & MEDIUM BROOM FINISH . LANDSCAPE ARCHITECT FOR STAKING OF O . INTEGRAL COLOR BY DAVIS - YOSEMITE BROWN # 641 . 25 WATERSLIDE / WATER TOWER STRUCTURE BY ' SPLASHTASTIC ' . COLOR SELECTION : SLIDE INTERIOR ' RAL 1014 IVORY' SLIDE HARDSCAPE INCLUDING POOL DECK, WALLS , AND EXTERIOR ' RAL 1011 BROWN BEIGE' . PHYSICAL SAMPLES ARE TO BE PROVIDED PRIOR TO FABRICATION OF SLIDE AND • MEDIUM BROOM FINISH ( BROOM DIRECTION PERPENDICULAR TO PATH ) .SIDEWALKS . CIVIL ENGINEER TO PROVIDE SURVEY • TOOL JOINT FOR 14x14 GRID PATTERN ( CENTER ON WIDTH ) STRUCTURE , CONTACT JIM MOHR @ ( 913 ) 206-9706 , DESIGN , PERMIT, INSTALLATION DETAILS & SPECIFICATIONS BY FOR LOCATION OF LANDSCAPE HARDSCAPE . • MAX 2% CROSS SLOPE MANUFACTURER & CONTRACTOR . I ZA • STEEL REINFORCEMENT PER CIVIL PLANS ACCES TH PO CONDUITS D C NECTIO ONT L ANELS , EE ELECTRICAL S . LANDSCAPE ARCHITECTS , INC . O 4" CONCRETE WALK W / INTEGRAL COLOR & MEDIUM BROOM FINISH 73061 EL PASEO , SUITE 210 PALM 27 SPA TIMER , SHUT-OFF SWITCH , & OTHER CONTROLS PER SEE DETAIL Q / L-2 . 04 . SCOPE IS PART OF SPA AND POOL DESIGN . • INTEGRAL COLOR BY DAVIS - KALUA # 677 . DESERT, CA 92260 • MEDIUM BROOM FINISH ( BROOM DIRECTION PERPENDICULAR TO PATH ) . REFER TO NOTE 13 & 20 . ( 760) 568-3624 a • 2% CROSS SLOPE 2a CONDUITS FOR FUTURE POWER AND DATA FOR THE SUNDRY CABANA , CONDUITS TO TERMINATE INSIDE THE POOL ( 760 ) 773-5615 FAX • STEEL REINFORCEMENT PER CIVIL PLANS O EQUIPMENT ROOM . E-MAIL : rga@rga - pd . com 4 O 70 mm SIENNA STONE DECORATIVE PAVERS . INSTALLATION PER ICPI zs 6" ETE DRIVEWAY - ISH W / INTEGRAL COLOR 677 KAHLUA . MEDIUM BROOM FINISH TO RUN PERPENDICULAR TO RECOMMENDATION & GEOTECHNICAL SOILS REPORT , PATH OF TRA M O-FIBER FOR T BY CIVIL TYP . ) SEE DETAIL / B -2 .00 FOR SCORE/ EXPANSION JOINT DETAILS . • NON-TUMBLED PAVERS SCORE PATTERN MATCH PHASE UBMIT C O AMPLE R AP L . • DESERT AGGREGATE/SAND BETWEEN PAVERS 0 �� � ' • /� • RANDOM PATTERN IN THE FIELD 30 , REFER TO POOL DESIGNER ' S PLANS FOR LOCATION AND DESIGN OF POOL AND SPA SIGNS . • SOLDIER COURSE AS CONTINUOUS BORDER EDGES . J � 0 4 • PAVERS AVAILABLE THROUGH FARLEY INTERLOCKING PAVING STONE - �/ 31 760-773-3960 . PEDESTRIAN GATE SEE DETAIL U /2 .05 , A LANDING SHALL EXTEND 24" PAST STRIKE SIDE OF EXTERIOR DOORS ON PULL SIDE • REFER TO DETAIL I / L-2.02 AND 18" MIN . PAST STRIKE EDGE OF INTERIOR DOORS , PROVIDE 12" ON PUSH SIDE , IF THE DOOR HAS BOTH A LATCH AND A 7 O .r CLOSER . CBC TABLE 11 B-404 . 2 .4 . 1 L ♦ ` ` ,, fa ° O DECORATIVE PAVERS , INSTALLATION PER ICPI RECOMMENDATION & Q J aftOz9 S- , GEOTECHNICAL SOILS REPORT , WATERP FI O WALLS) _J I W \ � II� , / � oy • NON-TUMBLED PAVERS ( ! 1' / ✓7 ` � a A I z ° • RANDOM PATTERN * PROVIDE ELASTOMERIC WATERPROOFING ON RETAINING SIDE OF WALL . Q ° �o I • PAVERS TO BE MORTARED IN PLACE. WATERPROOFING SHALL EXTEND FROM FOOTING TO 2" ( MIN ) ABOVE GRADE , Z Q U S • PAVERS AVAILABLE THROUGH FARLEY INTERLOCKING PAVING STONE - HARDSCAPE GENERAL NOTES: J , ' 760-773-3960 , O �/ O � Q / b I bra S _ am _ • REFER TO DETAIL L / L-2 .03 *STANDARD : 0 00 O L1._I CONCRETE SHALL BE 2, 500 PSI ( MIN . ) TYPE-2 PORTLAND CEMENT , PLACE REINFORCING STEEL 3" FROM wDam W lll- POOL ACCESS GATE WITH PILASTERS , SEE DETAIL C / L-2 . 00 BOTTOM AND 2" FROM BOTH ENDS ( MIN ) . SEE PLAN FOR STEEL SIZE , QUANTITY AND LOCATION , U O w ° 6 S HIGH TUBULAR METAL FENCE ON CENTER OF 4' ' THICK x 8" WIDE CONCRETE * CONCRETE IN HOT SOIL : � Lu Lu Z Z . I O FLUSH CURB AT HARDSCAPE BOUNDARY -ALL CONCRETE PLACED IN CONTACT WITH HOT SOIL , DEFINED AS SOIL WITH A PH OF 7 OR HIGHER , WILL Q v) L J ° 3 ' ° _ • INTEGRAL COLOR WITH YOSEMITE BROWN BY DAVIS CONFORM TO ASTM C1012-95 AND CONTAIN THE FOLLOWING MIX PARAMETERS : TYPE 5 PORTLAND < J = J- . • SAND FINISH W / PERPENDICULAR TOOL JOINTS @ b ' O . C . & EXPANSION CEMENT WITH A .35 WATER / CEMENT RATIO ; ASTM CLASS F FLY ASH ( 20 PERCENT VOLUMETRIC = Q 4 4 — _ JOINTS AT 12 ' O . C . SLOPE 2% TOWARD LANDSCAPE AREAS , TYP , REPLACEMENT) ; SUPERPLASTICIZER ADMIXTURE ( 10- 18 FL . OZ . PER 100 LBS OF CEMENT ) . Z n Dam FIBERMESH REINFORCEMENT IN CONCRETE BAND O � , d a REFER TO DETAILS D / L-2 . 01 & R / L-2 .04 . CONCRETE SHALL HAVE ACCELERATED CURING AND SHALL ATTAIN A MINIMUM STRENGTH OF 4, 500 PSI . THE _ U w VEHICULAR GATES PER DETAIL K / L-2 .03 . INSTALL FOOTINGS OUTSIDE OF CVWD TYPE 5 PORTLAND CEMENT SHALL BE CERTIFIED AS HAVING LESS THAN 3%%% TRI-CALCIUM ACUMINATE . g ` )�l° I EASEMENT . *ALL CONCRETE COLORS TO BE CONFIRMED BY LANDSCAPE ARCHITECT IN FIELD PRIOR TO POURING WITH . , I O SHADE STRUCTURES , DESIGN , DETAILS , STRUCTURAL CALCULATIONS AND SAMPLE PANELS PER SPECIFICATIONS . SPECIFICATIONS BY USA SHADE & FABRIC STRUCTURES INC . CONTACT BRIAN DONAHUE # 714-427-6981 , COLOR SELECTIONS : FRAMES TO BE ' WHITE POWDER * INCLUDE PENETRATING MATTE FINISH SEALER ON ALL SITE CONCRETE AND PAVERS . * PARKING , ROAD LAYOUT, ui \ COAT , SHADE FABRIC TO BE 'TERRACOTTA' AND DRIVEWAYS BY OTHERS . U LIGHTING : MATCH PHASE 3 POOL AREA . CONTRACTOR TO INSTALL & ,�11 Lu 4 / CONNECT ELECTRICAL CONDUIT & WIRING TO CONTROL PANEL . *ACCESSIBILITY COMPLIANCE BY OTHERS . _ OD:f C/) f - \ � r O CONCRETE CURB 6' ' WIDE x 12' ' HIGH , DETAIL R / L-2 .04 SIMILAR . * LANDSCAPE ARCHITECT MUST FIELD REVIEW FLATWORK LOCATIONS PRIOR TO CONCRETE BEING POURED . * ALL mmmmmmmi \ W GRADING AND DRAINAGE DESIGN , INCLUDING ALL FLATWORK, BY CIVIL ENG . LANDSCAPE ARCHITECT : POOL COPING & SPA COPING , SEE DETAIL J / L-2 . 02 . MATCH POOL PHASE 3 , I SCORE/TOOL JOINTS - CONTRACTOR SHALL LAYOUT SCORE JOINTS IN FIELD IN CONSULTATION WITH LANDSCAPE PLANTING AREA : GOLF COURSE TRANSITION ZONE . ARCHITECT . SCORE JOINTS SHALL BE PROVIDED SO THAT NO MORE THAN 400 S . F . OF CONCRETE IS OPEN . AZ CMU ENCLOSURE WALL FOR OUTDOOR SHOWER PER DETAIL A / L-2 .00 . EXPANSION JOINTS - PROVIDE \" FELT EXPANSION JOINTS WITH JOINT SEALING COMPOUND AND SANDED JOINTS IZ32 I ' L � BETWEEN FLAT WORK AND STRUCTURES OR COLUMNS OR WALLS . POOL /SPA DESIGN , PLANS , DETAILS , & PERMITTING BY OTHERS , FOR POOL/SPA REFERENCE TO REQUIRED CODE INFORMATION , REFER TO DETAIL E / L-2 .01 . _ _ = IRRIGATION SLEEVING : TO ALL POT AND INTERIOR PLANTER LOCATIONS , SLEEVING UNDER WALKWAY - SCHEDULE 40 9�F F oQ�PVC IV TIMES DIAMETER OF IRRIGATION PIPE . ( RECORD FIELD LOCATIONS ) u POOL SHOWER PER DETAIL K / L-2 . 02 . DRAINAGE PER CIVIL ENGINEER . -- - -- = OVERHEAD STRUCTURE PER ARCHITECTURAL DRAWINGS . SEE NOTE 12 . PA PLANTING AREA . CMU WALL PER DETAILS A / L-2.00 AND N / L-2 . 03 . T. W. TOP OF WALL SPECIFICATIONS 1 1 � � 16 CHANNEL DRAINAGE, REFER TO CIVIL PLAN ( TYP ) . POB POINT OF BEGINNING *STRUCTURAL DESIGN BY OTHERS . SHEET ❑ BOOK DRAINAGE, REFER TO CIVIL PLAN (TYP ) . *THIS PLAN IS INTENDED TO PROVIDE AESTHETIC DIRECTION AND FINISHES ONLY . PROJECT MANAGER : TM LIGHT FIXTURE , SEE PLANTING AND LIGHTING PLANS . DRAWN : DR * WATERFEATURE CONTRACTOR MUST SUBMIT SHOP DRAWINGS WITH EQUIPMENT SPEC 'S TRASH RECEPTACLES PER DETAIL G / L-2 . 01 . WHEN OUTSIDE OF CONCRETE PRIOR TO CONSTRUCTION , CHECKED : TM DECK AND FREE STANDING , PROVIDE 4' ' x 24" SQ . CONCRETE PAD & MATCH \ 4 � � � � ADJACENT WALKS FINISHES . * CONTRACTOR TO COORDINATE IRRIGATION SLEEVING BETWEEN HARDSCAPE AND PROJ , N0 . 1629 aaaftftftl> IRRIGATION PLANS . DATE : 1 1 /28/2016 O II E 20 LIGHT FIXTURE INSIDE POOL & SPA TO BE PROVIDED BY POOL CONTRACTOR . r SUBMIT FIXTURE SAMPLE TO OWNER FOR APPROVAL PRIOR TO INSTALLATION . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■ L PARKING O/ O ' SEE NOTE 14Tim: . : �l ® ■ SCALE : 1 "= 10 '-0" II 21 ADA LIFT TO BE SET IN CONCRETE PAVER DECK , ADA LIFT AVAILABLE THROUGH ■ � \ PARKING \� REVISIONS : INIT , J J I WWW, SRSMITH. COM , PHONE : 800 . 824 . 4387 . SEE DETAIL P / L-2 . 04 ■ �� S\ � '` ' CVWD SUBMITTAL W W ■ Q PARKING ZL1 ST 12/ 16/ 16 DR _ _ _ 22 70 mm SIENNA STONE DECORATIVE PAVERS . INSTALLATION PER ICPI L� M � ,,,,, �� / CVWD 2nd _ a a _ * a _ F RECOMMENDATION & GEOTECHNICAL SOILS REPORT . ■ S 8. a * OSUBMITTAL 3/27 / 17 DR • NON -TUMBLED PAVERS f3f �� PLAN CHECK ■ j NG 14 • DESERT AGGREGATE/SAND BETWEEN PAVERS CORRECTION 4110117 DR CVWD FINAL FM ■ o i , � ■ I , • SOLDIER COURSE AS CONTINUOUS BORDER EDGES . ■ Q Q ■ * ® APPROVED SET 4/ 17 / 17 DR • PAVERS AVAILABLE THROUGH PARLEY INTERLOCKING PAVING STONE - ■ 4"`� AG . COMMISSIONER 7EFER T -396 T � & CITY SUBMITTAL 5 /2/ 17 DR • REFER TO DETAIL I / L-2 .02 0 � ; � � LIMIT OF WORK 23 ; / °° ) i _ O LOCATION FOR ' FUTURE SUNDRY CABANA' ■ 0 - 24 SITE FURNITURE BY OTHERS . ■ H ■ nay , SHEET NO : 25 SHOWER HEAD , WALL MOUNTED , FIXTURE SPECIFICATION : SYMMONS : _ NORTH o'er `� ■ SHOWEROFF SHOWER SYSTEM , 3-320R , PER DETAIL V / L-2 .05 . ■ ■ SCA _ -0 "CONTINGENCY NOTE : CVWD NOTE : 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ' GRAPHIC SCALE L - 1 . 0 1 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR � � E KTXP ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , 30' 20' 10, 5q 0 ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT SEE L-0.00 FOR OVERALL PROJECT KEY MAP SLOPE B DETAIL KEYNOTES 2 I I CONCRETE SLAB AND 1 . LIGHT FIXTURE BASE, RIGIDLY ANCHOR TO PIER. I I 1 /2" EXPANSION MATERIAL 1 Ip 7 2• BUILT-UP GROUT PLATFORM W/ ANCHOR BOLT ATTACHMENT. STEEL REINFORCING , SEE 3/4" RAID . Ti 3. STONE VENEER TO MATCH BUILDING (TYP). l DETAIL N / L-2 .03 TA 6 EXTERIOR PLASTER OVER CMU MORTAR BED (T a. YP). WALL . RETURN PLASTER 3" @ a 8'X8"X16" CMU WALL - GROUT ALL CELLS °23 Z\ LANDSCAPE ARCHITECTS , INC . 2 5. CMU SUBSTRATE PER STRUCTURAL TOP & SIDES . METAL TRIM @ALL SOLID WHERE REINFORCING OCCURS X o ° 73061 EL PASEO , SUITE 210 PALM 6. WEATHERPROOFING PER LIGHTING MANUFACTURER'S SPEC. CORNERS & BOTTOM Q o - ° ° ° ° DESERT, CA 92260 5 \\j/\\j/\\j\\j'\\j\\j\\j\\\j\\j\\j\\j/\\j\\j\\j\� i\\j\\%\\j\\%\\% 3 7. PROVIDE CONDUIT FOR ELECTRICAL SIZE TILE OVER MORTAR INSIDE WALLS TWO-COAT EXTERIOR PLASTER ( MAX . g ' THICK ) v> 111111111% , \\'\\ \\'�\\ \\ \\ \\'�\\ \\ \\ \\ >\\ \\ \\ \\'\\��\\ \\ \\�\\ \\ ( 760) 568-3624 AND MATERIAL PER ELECTRICAL ENGINEER. OVER BONDING AGENT. COLOR AND Lu ( 760 ) 773-5615 FAX OF SHOWER ENCLOSURE W / z s METAL BASE TRIM \ TEXTURE TO MATCH POOL BUILDING J Q E-MAIL : rga@rga-pd . com 8. FIXTURE FINISH TO MATCH PHASE ONE. > EXPANSION JOINT w w 4" REINFORCED CONCRETE WEEPSCREED 1 " ABOVE FINISH N C4 PILASTER CAP DETAIL SLAB . 2% SLOPE AWAY FROM GRADE OR CONCRETE CMU ENCLOSURE CONCRETE SLAB SLOPE SLOPE 1 /4"W x 3/4"D SAWCUT SCORE JOINT FINISH CONC , DECK FINISH GRADE 3' 3' a P D m o ° \/\ Z 12 \�/\ \\\\ a //�\/�//�//\� CONCRETE FOOTING too o v v ° v III v AD AD e o J A X NOTES : a A, 0 : p /�//�/ 1 . REFER TO DETAIL N / L-2 .03 CITY OF PALM DESERT \%\%\%\%\%\\%��\\%\\i�\\\ice\\%\%\%\i \ \i�\i \i \i�\i \\i\\ice\i \\i\\\" Q J ° i \/// •� � /\\//\\ REANFORCING ANDOCK FOOTINGLINFORIMAOTION . W -, W // 2 . AT SHOWER LOCATIONS , TILE TO COVER ENTIRE INTERIOR SCORE JOINT ( SAWCUT ) Q Q ��� FACE OF SHOWER WALL , TILE TO BE SELECTED BY L . A . Q U ADD A CMU WALL SCALE : 1 " = l -o SCORE / EXPANSION JOINT SCALE : 1 . 1 / 2" = 1 ' - 0" Z � O w - O Lmi 0 V) 16 GENERAL NOTES : r , W � � 6 = = 2 21 v 2" TUBE STEEL TOP & POOL SIDE 1 . ELECTRONIC ENTRY LOCK TO BE VINGCARD , MODEL TO BE CLASSIC W BOTTOM RAIL TYP . 22 WITH GREEN LED LIGHT DISPLAY , STANDARD LOOK WITH FLARE HANDLE . Q Q J FINISH TO MATCH ARCHITECTURAL BUILDING HARDWARE AND PHASE 3 ` POOL. 10` 2" T .S . 2" T .S . 3" T .S . 2" T .S . 2" T.S 2 . PUSH BAR PANIC TYPE HARDWARE TO BE INSTALLED ON INTERIOR OF Z 17 GATE ( POOL SIDE) AT 30"-44" ABOVE FINISH SURFACE ( CBC SEC . 11331325 , 1 )IN OIN IN 111 3 . LIGHT FIXTURE TO MATCH PHASE ONE POOL AREA . W C3 PILASTER SIDE ELEVATION v 18 17 8 17Al 4 . WELD ALL CONNECTIONS & GRIND ALL WELDS SMOOTH , ALL TUBULAR STEEL TO BE FINISHED W / ONE COAT OF DUNN EDWARDS CORROBAR 19 CMU WALL OR 43-5 PRIMER AND APPLY PAINT TO MATCH ARCHITECTURAL METAL METAL FENCE, TYP , 2" SQ STEEL TUBE " ELEMENTS . SHIM" � U 6 I SEE L- 1 .00 & O w TO FLUSH OUT GATE/ FENCE w 2 PANEL W / ARTIFICIAL STONE ,2 CAP ALL EXPOSED ENDS , KEYNOTES . N IL CS ENLARGED PLAN OF GATE & FENCE 1 , STONE VENEER TO MATCH BUILDINGS LANDSCAPE ARCHITECT : / \ w SCALE : NITS 2 • STONE VENEER CAP TO MATCH BUILDINGS 3 , STEEL FENCE - MATCH PHASE 3 4 . STEEL SWING GATE - MATCH PHASE 3 1pf15a2 C2 C3 2 C4 19 a 5 . KICK PLATE 16 MIN . A 3 6„ MIN �T \� 6 . FINISH GRADE yr41Rli9-3o-oQ� C2 PILASTER TOP PLAN VIEW C1 , c1 E E 7° 0 CA1011 ® C 7 , COMPACTED SUB-GRADE cV 8 • TOP OF PAVING ❑3 C5 ❑4 SPECIFICATIONS go 9 . CONCRETE FOOTING PER STRUCTURAL No III STONE VENEER TO / ' 10 . CMU SUBSTRATE PER STRUCTURAL SHEET ❑ BOOK NIN MATCH ARCHITECTURE 0 11 . CONCRETE FLATWORK - KEYNOTES , SHEET L- 1 .00 , PROJECT MANAGER : TM 77 °' 12 . 3" STEEL FENCE POST - MATCH PHASE 3 DRAWN : DR REBAR ( WHERE o o i OCCURS ) 13 . SELF CLOSING HINGE PER SHOP DRAWINGS ( POOL SIDE OF GATE) CHECKED : TM GROUT ALL CELLS IN IN _ VIN 14 . LATCH PER SHOP DRAWINGS ( POOL SIDE OF GATE) PROJ . N0 . 1629 pIN WITH REBAR SOLID . a DID. MORTAR SETTING BED 6 / - a 15 , LOCKING ' L' BOLT PER SHOP DRAWINGS ( POOL SIDE OF GATE ) DATE : 11 /28/2016 0 CMU WALL ❑6 SCALE : PER DETAIL 16 , MORTAR BED z II III-IIIITI11 11111 1111 IIIIII IIIIIIIII IIIIIIIII Q REVISIONS : IT _ - - g 17 , WELD POINT CVWD SUBMITTAL N =III • . II IIIIIIIII III-IIIIIIIII=IIIIIIIII=TI1 - - - - MORTAR JOINT 111-11 . =IIIIIIII111 111III1111 I 1� 1ST W Al2/ 16/ 16 DR -11I III=11 11 III 111 11I_ / _ 18 , MCNICHOLS QUALITY PS / CR 16GA 3/8SQ 1 /2STR STEEL MESH . SUPPLY 4 4 -III= _ III=III=III-1 L PRIOR TO APPLYING III-III II- i 15 13 PAINTED SAMPLES OF EACH TO L . A . FOR APPROVAL CVWD 2nd • •: . • ,% ` °° • III-1 _I-I 1=IIIIII-III � SUBMITTAL 3/27/ 17 DR III= III-III- I-III- -1 -11 • 1-III 1 , , - „ III-III-III-111-1 / / I s 7 TO FENCE . FINISH TO MATCH PHASE 3 POOL AREA PLAN CHECK o ° 20 I 19 , LIGHT FIXTURE TO MATCH PHASE 3 POOL AREA , SEE SHEET L-5 .00 FOR ZICORRECTION 4110117 DR 9 2 11 7 V SPECIFICATION . CVWD FINAL ® APPROVED SET 4117117 DR 20 , PROVIDE CONDUIT AND J- BOX FOR LIGHT FIXTURE , CONTINUOUS WELD AG . COMMISSIONER / 0 ALONG JOINT & CITY SUBMITTAL 5/2/ 17 DR C I CMU WALL VENEER DETAIL � 21 . LAG /ANCHOR BOLT TO SECURE SHIM TO CMU , MIN 3 PER PANEL , SCALE : 3"= 1 '-0" i 22 . CONTINUOUS WELD ALONG JOINT, SHEET NO : AD C ENTRY GATE , FENCE , AND PILASTER PLANS , ELEVATION & SECTIONS SCALE : 1 / 2" = 11 -0 " CONTINGENCY NOTE : CVWD NOTE : L - 2 . 00 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILD IOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT , ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT COPING PTA ER DETL J / L-2 .02 2' ' SQ , STEEL POST @ 8 '-0" O . C . CAST/ FENCE SET 3� STAINLESS STEEL HAND-RAIL PER CODE POST @ 4" FROM EDGE OF CURB NOSE TILE SHALL BE 50% 1 1 /2' ' SQ . 14 GAUGE TUBULAR STEEL RAIL DARKER THAN POOL FINISH . LANDSCAPE ARCHITECTS , INC . TOP & BOTTOM 73061 EL PASEO , SUITE 210 PALM FENCE WHERE OCCURS - SEE FENCE WATER LINE DESERT, CA 92260 WELD ALL CONNECTIONS & GRIND ALL WELDS ELEVATION ( SET 12" INTO WALL) PAVERS PER DETL ( 760 ) 3-5615 F SMOOTH , ALL TUBULAR STEEL TO BE FINISHED W / L / L-2 .03 ( 760 ) 7a@rg 5 FAX ONE COAT OF DUNN EDWARDS CORROBAR NOTE : E-MAIL : rga@rga- pd . com 43-5 PRIMER PER MANUFACTURER REFER TO DETAIL M/ L-2 .03 CITY OF PALM DESERT "' INSTRUCTIONS . FENCE COLOR - MATCH POOL DECK HOLD ± 1 /2" x STANDARD RETAINING WALL DETAIL FOR X ARCHITECTURAL METAL ELEMENTS . TWO COATS TO 3/4" BELOW BOTTOM REINFORCING AND FOOTING INFORMATION . U — — - - I — PERMASHEEN ( W901 ) SEMI-GLOSS PER OF CAP , MATCH PHASE 3 o , 4 d MANUFACTURER INSTRUCTIONS . . POOL AREA . PRECAST CAP COLOR AND STYLE TO MATCH a PHASE 3 POOL AREA . 1 /2" SQ . 16 GAUGE STEEL PICKET @ 4 1 /2' ' O . C . x # 4 T& B CONT. CD IFFY N # 4 @ 24" O . C . W / 6" BEND INTO CONC . WALK 12 x 4 CONCRETE CURB FLUSH WITH PAVERS . >�y 11 WHITE PLASTER O e COLOR TO BE DAVIS CONCRETE COLOR # 641 , ( ` ' WATERPROOF PER SPECS� 8"x8"x16" CONC . BLOCK - PRECISION BLOCK WITH 4" FINISH \�\\\ \�\ ° ° ° ��/ YOSEMITE BROWN . w � T ; CEMENT PLASTER FINISH . GROUT ALL CELLS SOLID . / J :� - \ \ \ \ \ \ �\ iv > ' y GOLF COURSE TRANSITION ZONE NOTE: / / ///� /�� �' 12 O CONCRETE FOOTING PER CITY STANDARD RET. WALL DETAIL . POOL DESIGN PERMIT W Uj DIA . O l�- & CONST BY POOL Q /\ CONTRACTOR 1 -s 1 '-b" 1 '-6" 2'-0" FENCE DETAIL RETAINING WALL W / FENCE DETAIL z O w w0V) ELM LU TUBLkA F ALE : 1 / 2 11 11 -011 E SPA SECTION SCALE : 1 / 2 I [ = 1 1 .0 11 U w %qq= 0 QW � V) NOTES : J Q 1 . ELECTRONIC ENTRY LOCK TO BE PURCHASED BY VISTANA PURCHASING DEPARTMENT AND INSTALLED UNDER BASIC CONSTRUCTION BUDGET Z 2 , FINISH TO MATCH ARCHITECTURAL BUILDING HARDWARE . 0 t) U w 3: TECHNICAL DATA a �:n, r- _u, g .l „ Power 4 ,5 V DC (3 xAA alkaline batteries ), U k ,• " 4 , 9 d - `�" w�',l,'�1= �r - ' w3t, t C �1�g , : - Battery location Insideoftheroom . ULU F LU Material Thumbturn escutcheon : Stainless steel, w w O x ANSI DA lockcase . 001 wall qualitySS316 . .Ilandles: Stainless steel quality SUS t n Battery Pedycarbnnate (Mrkrcalon �-......�_ -... / 6265 vo I Lexan945 ) RFID cover j LANDSCAPE ARCHITECT : Polyr.,arbonate 1.104V0 (Makrolon 65S5 ) / Metal finishes Satin Chrorne (PVD ), Polished Chrome 4k 3t (PVD), Satin Brass ( PVD ), Polished Brass E � ( PVD), Light Bronze, Velour Nickel and US _) Antique Dark. �� 27 86 i Handle options in standard range Wing, Straight Functional ANSI Gothic. . *02 A (3, 385 •� e Emergency opening options tlecnonu rnrergentyopenint with service unit and optional mechanical cylinder. - ' a User interface 3 colored LED display (gree. n, red, yellow ). 9lF� >}3o-T7oQ�� F 0 cc � Lockingmechanism Hectro- mechanical locking mechanism F CA1SF 2S.4 78 rh 1 located in the Inckcase . 11 DooYthlckness 34 - 120 min 11 ,34 4, 72 Inches (thinner )hi 11" ( 2 . 7S 6 " ) doors may be installed with a spacer), r System Software compatibility Vision . SPECIFICATIONS r Mfn_ 2E - - - - - - - - -- - - Storage temperature 040 °C ,132- 158 `F: non- condensing environment. SHEET ❑ BOOK i Tested operatingtemperature Tested from 25 Y. to 70 'C ( - 13 ` F to 158 r ' i F ) according to IFC 60068-2 . z I Certifications European FMC , CD✓ andR&TlEDirectives PROJECT MANAGER : TM Fire appr roed ac.co dingto EN 1642-1 _ _ ' _ _ Fite a prov •daccordin toUL tiruberdoors DRAWN : DR e and metal doors). fire approved accordingtoGerman MPA NOTE : CHECKED : TM standard . 1 : INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER ' S SPECIFICATIONS . PROJ , N0 , 1629 2 : DO NOT SCALE DRAWINGS . LOCKCASE DIMENSIONS DATE : 1 1 /28/ 2016 - - - - - - - - - - 3 : CONTACT MANUFACTURER FOR CUSTOM SIZES . � I r ANSI lock case variants ANSI DA ANSI DB (both available inthe 4: CONTRACTORS NOTE : FOR PRODUCT AND COMPANY SCALE : PER DETAIL tnUowingv rsrons Issucb Hntadeadb° It INFORMATION , VISIT www . CADdet (3ils. com /info a 19 Max 3rnm 7 (} � 2a N t f NB vA s on iri vcrsron (AUS) and Japan NIT . :n () . ) ) - ( REFERENCE NUMBER 600 - 015g . ) REVISIONS : ( � . 748 1 (Q , 118 " f 12 . 756 " ! ( 4 . 7241 5 . SELECTION : CVWD SUBMITTAL ANSI lock case widths 25mm , OyBinches, 28nm / 1 , 10inch `rs' a . MANUFACTURER : CHANDLER , MODEL: CHANDLER 101ST 12/ 16/ 16 DR - 2 mm 11 26 inches. CVWD 2nd inches. 806 ND BEIGE, FINISH . LIGHT SAND ,ANSI backset 70 min 12,76 ' ncl , . � ,N 'a•= �r �'�� . ?'' i "r ��tr�1P�.' �'" �` F:� , "I. � `i'. . ., ��a n � `''�` : " � ti� �.� P , SUBMITTAL 3/27/ 17 DR 3a -r SIZE : 30" HIGH x 28 " DIA. w k � - „• e � l e� EUROlockcasevariants FUk0IEUROADB . EUROMPA. 2 PLAN CHECK EURO lock case widths 20mm10.79inches, 22mm10,87inches, CORRECTION 4/ 10/ 17 DR 24 nun f 0,94 inches. CVWD FINAL EURObacksets 65min ; 2 .56 inches, Sonim / 3, 15inches. ® APPROVED SET 4/ 17/ 17 DR AG . COMMISSIONER 0 & CITY SUBMITTAL 5/2/ 17 DR RFID CARD READ : ASSA ABLOY SIGNATURE 4G RFID Z Fu .ANSI SatChrome ANSI ( P ) DA 4-SW 4 . 5V 32mm LH Incl . FRONT & STRIKE, STD , COVER , SHEET NO : F GATE HARDWARE SPEC SHEETS SCALE : NTS G I TRASH RECEPTACLE SCALE : NTS L - 2 • 01 CONTINGENCY NOTE : CVWD NOTE : LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE , LANDSCAPING , ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT LANDSCAPE ARCHITECTS , INC . 73061 EL PASEO , SUITE 210 PALM MY DESERT, CA 92260 ( 760 ) 568-3624 ( 760 ) 773-5615 FAX `4 l"4I ( l� 'I +•._.� IIFIE'L ) IL EIN -MAIL : rga@rga - pd . com MOST DEPENDABLE FOUNTAINS CONCRETE PAVER 0 70mm , THK , < SAND- FILLED JOINTS , Z SAND SHALL BE POLYMERIC SAND AVAILABLE LU F_ THROUGH LOGICAL RESOURCE , APPLY PER 8 " SS PIPE r' MANUFACTURER SPECIFICATIONS . CONTACT / FARLEY PAVINGSTONE FOR ADDITIONAL V) i INFORMATION . I O T T Z' 4^ 7tA •T o 0 0 0 V BEDDING SAND 1 ll Q _J GEO TEXTILE FABRIC UNDER BEDDING SAND . AOGAINSVERLAP TCONCRETE FABRIC @ OCURg INTS AND TURN UP Q Lu [ nappouite side } ilrerhe3d Z r 1 Handicap l> a,i CLASS 2 ROAD BASE . CRUSHED AGGREGATE . COMPACTED TO 95%ell 1 + SHOWER SPECIFICATION NOTES : 90% COMPACTED SUBGRADE Z jyO � 1� ■ I SIrAverhead 1 . SHOWER @ RESTROOM WITH : w 0 Lu -ix : ves 31XII -3 SHOWER HEADS TOTAL W / F'— W 'raly s . Handi,_ag psshbutton - 1 FOOT WASH c , � �- Q n 5 - 1 ADA HEAD v w W NOTE : ALL VALVES ARE — uhowerhead 3 1f4 2 . SHOWER @EAST ENTRY WITH : �/ J METERED VALVES Fo -2 SHOWER HEADS Q ---f— fashpushbuttr3n - 1 FOOT WASH ~ z = CL - 1 ADA HEAD z CL s S lower head zFIIIIIIIIIIIIIII 3 . HOT WATER MIXING VALVE TO BE 0 () INCLUDED . 26 1 � " U w 4 . FINISH & COLOR TO MATCH PHASE 3 . Fxtvacl� w J H � T Lu U w 18 " w O fi- ACCESS D0011 LANDSCAPE ARCHITECT : SAND SET PAVERS SCALE : 1 1 / 2" = 1 ' -011 N C�F'IIC�i~TAL 'IEAdF'L.ATE y r '�:,r✓'h' 41 n..-. •.. as ,y,;._ l.: l_• ?/`� ' - � ��r � r ��.. t:. -J;. ," �� JI_ f+`�':�' �. 'r-�'�l'-'+'' } .�.r`+.,+i }•`J� 'r 1, �-t�'1'+�/` �p� f1532 '� �a SEE DETAIL L / L-2 .03 FOR DECKING MATERIAL a ENE 9­3 NOTE : �'Hi� �'7�T f GPTI�)Id L. °'qr FO F cio-n Q��Q EXP . JOINT ( DECKING TO COPING ) � OF CAl\FO W/ EXP . JOINT SEALING COMPOUND , TENII L TE KIT COLOR TO MATCH DECK , SEE DETL B / L-2.00 SPECIFICATIONS 'SCPC , SEAWRIGHT CUSTOM PRECAST, INC ' COPING , WITH VERY LIGHT SANDBLAST SHEET ❑ BOOK 1 /2% TEXTURE . COLOR : T-21 , TO SIMULATE ' DAVIS ' SAN DIEGO BUFF , PROJECT MANAGER : TM 1 " RADIUS DRAWN : DR WL a� CHECKED : TM PROJ , N0 . 1629 a a° POOL WATER LINE TILE TO BE : ' DALTILE' KEYSTONES , MOSAIC DATE : 1 1 /28/2016 /\\ a a TILE, 2- ROWS OF 3" x 3" TILE WITH WHITE GROUT TO MATCH ° PLASTER FINISH . SCALE : PER DETAIL a4 COLOR : UPTOWN TAUPE D132 , TO ALIGN WITH PLASTER POOL/STEP MARKER TO BE : ' DALTILE' KEYSTONES , MOSAIC REVISIONS : INIT . \/\\/\\/\\ e ° 1 1 /2" TILE, 1 ROW OF 2" x 2" TILE WITH WHITE GROUT TO MATCH CVWD SUBMITTAL / / / PLASTER . O1ST 12/ 16 / 16 DR \�\ °Q a ° < as COLOR : UPTOWN TAUPE SPECKLE D202 CVWD 2nd COMPACTED SUBGRADE SUBMITTAL 3/27 / 17 DR PLAN CHECK ° FINISH TO BE WHITE PLASTER , z CORRECTION 4/ 10/ 17 DR CVWD FINAL GUNITE ® APPROVED SET 4/ 17/ 17 DR AG . COMMISSIONER \// ° a ZL & CITY SUBMITTAL 5/2/ 17 DR SHEET NO : H BUILDING # 15 POOL AREA SHOWERS SCALE : 1 / 2" = 1 ' -0" J POOL /SPA COPING SCALE : 1 1 /2" = 1 ' -0" CONTINGENCY NOTE : CVWD NOTE : L - 2 . 02 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT, ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT AREA OF AREA OF TYPE 1 : 6" TOE p°� SPONG TYPE 2 : 6 HEEL `Op1f°µSSV 3 WORK - CONCRETE WORK - KEYNOTES 1 �'GPP° \N s� 2 1F <P$�E1�r,P1' 2 & jp9 -E.,MPy' CURB PER � ti z IF LEVEL GRADE kkk � O IF LEVEL GRADE • u=�= SEE TABLE FOR LEVEL GRADE 2 CVWD DETAIL Kl CVWD =m=n =� =m SEE TABLE FOR LEVEL GRADE 1 , 6" x 6" STEEL POST W / CAP #4HOR2. ATTOP COURSE — #4 HORIZ. AT TOP COURSE EASEMENT EASEMENT 2. 3" x 3" STEEL FRAME LANDSCAPE ARCHITECTS , INC . 4 73061 EL PASEO , SUITE 210 PALM 13 1 PAVERS 2 3 . 1 1 /2" SQ . STEEL TUBE s CENTER PER DETAIL 4 NOTERIOR OF GAT BOLT, AT j / " #4 HORIZONTAL CENTER #4HOft2AT24" ONCEN ER DESERT, CA 92260 ON POST 1 / L-2 . 02 8" CONCRE CONCRETE ( 760) 3-5615 F BEYOND L J 5 . CONCRETE FOOTING TO BE Y-BARS - • 760) 773-5615 FAX 9 11 DESIGNED BY CALIFORNIA IN No i k: 1711 IEBLOCK "H" Y•BARS E-MAIL: rga@rga-pd . com IN 6'-0"MAx - 2-3/4" MAX. NOT SHOWN TO SCALE) LICENSED STRUCTURAL X ° °Q : °1. —MEN / ° T 24" ON CENTER #4 HORIZ. AT 24" ON CENTER 4 ° ENGINEER . 4IN e a 6 . PAVERS & CONCRETE CURB #2 nEs 13 ' MAx4 ° 12 ° SEE SHEET L- 1 .00 FORd a ° 4 ° 4 4 KEYNOTES _ RAINAGESVS. (12" 9L'OCK) 6 : SEE NOTE6BO/ a AllI— 7 . HEAVY DUTY HINGES (3 ON FINISH SEE "G E6FINSH \/ \ � - U GRADE = III =%<ZY/ a EACH SIDE) SUPPLIED BY GATE Im_un € =Im _ E GRAp 10 4 III 10 � � CONTRACTOR 16"min 16•,mI X-BARS 4 ° v> LLI IN Uj 8 . 6 x 12 CONCRETE CURB FLUSH 15 14 ° NO z W/ PAVERS 7-BARS _ - UI 9 . STEEL SLEEVE/ RECEIVER FOR 76BARs -- •,K,• L (3) - #4 (2) - #4 K„ ° r Z•BARS - HORZONTAL HORIZONTAL 11 -411 SQ I� w CANE BOLT 6" RE BARS J KEBABS 9 " VERIFY LOCATION 10 . COMPACTED SUBGRADE �12 R r-12 w _I Q Lu OF BOLT SLEEVE - j 11 . BEDDING SAND "r "' ® — Q <' � ° 12, ROAD BASE X TYPE 1 s TOE :: < WITH METAL GATE 13. STEEL SLEEVE WELDED TO GRADE " ' S w X BARS Y BARS 2BARs Q U CONDITION (W ALL FIEtG1( , 9;Z,-:${.K79941: .( OpTLN G^W,SG TH) ( KEY DEp7H • 1 SUBMITTAL FRAME TO ACCEPT CANE 5 - 1 to 6 ' O ' 24' p4 @ 16 " p4 @ 32 #4 @ 11 " 30 " J PIPE Kl DETAIL K2 DETAIL K3 DETAIL BOLT SLOPING GRADE q - I " to5 ' O ' NIB d6 ' #4@16" #4@76 " #4@12 " 25 " � O AT TOP OF WALL 3 '- 1 " to 41- O " NIR 3O " #4 @ 32 " #4 @ 32 " #4 @ 32 " 16 " 14. CONCRETE FOOTING FOR (21 MAX ) Up to 3 '- O" NIR #4 @ 32 " #4 @ 32 " #4 @ 32" O LLJ VEHICULAR FENCE POST. 6•- to 6 . O " 24" 45 " #4 @ 24 " #4 @ 32 " #9 @ 24" _ LEY „GRADE 4'- 1 " to 510 O " NIR 36 " #4 @ 24" #4 @ 24 " #4 @ 24" ] " F . 15 . CONCRETE FOOTING FOR AT F WALL 3 to 3 ' O NIR z4 #4 @ 32" #4 @ 32 #4 @ 32115 LLBLLj CANE BOLT SLEEVING . ` to 311 6 NIR 2111 # 4 @ 32 ' #4 @ 3211 #4 @ 321, NIR 16 . EDGE OF FTG TO ALIGN W/ # �rHEEL 22'-0" OPENING BETWEEN POSTS e DE H • 4V X BARS BARS z$ARs K Lu MEN EASEMENT , C) JIM .y (TYO N' (W ALL H E I G KT '`F7. gyp. z ' ;Y)' `lUJ):G "tUT H ) �< 1: KEY IIEPS:N,I1 1 5 1 to G all 24" 39" #4 @ 16" 04 32 #4 @ 12 1B ' �1 '5 riYRlfi GRADE 4 1 " to 5 O ' NIR 2911 #4 @ 16" 94 @ 16 #4 @ 12 , 22 1 Ill MAX 4" MAX 2 4 3 " AT TOP OF WALL 3'- 1 " to 41- ONE NIR 2411 #4 @ 32" #4 @ 32" #4 @ 32" 15 ' ` TYPE NOTES: (2 : 1 MAX ) Up to 3'- O " N /R Ill" #4 @ 32" #4 @ 32" #4 @ 32" /L � = so- 1 " to 6'- O " 24" 33" #4 @ 24" #4 @ 32" #4 @ 24" 16 " — LEVEL GRADE 41- log 12 5'- O " NIR 2fi" #4 @ 24" #4 @ 24" #4 @ 24" 13" • STRUCTURAL DESIGN & AT Toy of w ALL 3 '-ENE 1 •' m a - 9 •• N /R 26 " #4 @ 32" #4 @ 72" #4 @ 32" ]" CALCULATIONS FOR ' Up to O " NIR 2O " #4 @ 32" #4 @ 32" #4 Q 32" N /R VEHICULAR GATES BY A NIR = NOT REQUIRED 0 VIP `SEE PAGE 2 FOR ADDITIONAL INFORMATION" WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM (s `, CALIFORNIA LICENSED CITY OF PALM DESERT V .- STRUCTURAL ENGINEER . DISCLAIMER : Tt , � , O I • WELD ALL CONNECTIONS & ALTERNATE RETAINING WALL DESIGNS MAY 8 s� BUILDING DEPARTMENT 7 AN GRIND SMOOTH , ALL TUBULAR BEto POSSIBLE ANALYSIS, US WHEN E OF HTHIS _ _ RETAINING WALLS TYP . STEEL TO BE FINISHED W/ ONE STANDARD DESIGN IS AT THE USER'S RISK LU AND CARRIES NO IMPLIED OR INFERRED 73-51 O FRED WARING DRIVE, J COAT OF DUNN EDWARDS GUARANTEE AGAINST FAILURE OR DEFECTS. (760) 7766420 PALM DESERT , CA 92260 U CORROBAR 43-5 PRIMER AND FAX (760) 776.6392 11 / 13/2014 RCLMNRETWALLFNLPD.VsO PAGE 1 OF2 LLI ENNE TWO COATS PERMASHEEN Pill LU O // / ,// .// . , .// // .// .// .% / r r. , // . ( W 901 ) SEMI PER (ten Fez MANUFACTURER M CMU RETAINING WALL SCALE : NTS /�� \ I /� / ��/ LANDSCAPE ARCHITECT : � � 6 INSTRUCTIONS . �i I !i 5 I� �� ��/� I ON TYPE i� i i i� i do A% DETAIL K1 & K2 I ��i �i i �i i� I� DETAIL K3 %N I � e ��/ I FOOTING OPTION "A" FOOTING_ . OPTION "_B_ " #4 HORIZONTAL REBAR T �2 K ACCESS VEHICULAR GATE SCALE : 1 / /'� 11 = OII (usEBorvoBaMaLOCK) / I 6" OR 8" BLOCK ; ' N�qT FEN; "H.. „H,. F OQ HEIGHT FROM TOP #4 HORIZONTAL AT 321 AX. O.C. HEIGHTFROMTOP OF CAo OF FOOTING (USE BOND BEAM BLOCK) OF F-DOTING SEETABLE "A" SEETABLE "B" IF FOR REBAR SIZE FOR REBAR SIZE ANDSPACING ANDSPACING FLUSH1 /2" LATEX (LOCATERMIARINCENiFnOFeDUJ D� EREDARIN EN Fn "TOE MORTAR JOINT, TYPICAL FINISH GRADE SPECIFICATIONS ( 1 ) - #4 REBAR IIII ONTINUOUS — 4 IIII- _ PAVERS MIN . 2" THICK 50 MM (CONTIN EBARCONTINUOUS SHEET ❑ BOOK 12° 'm° IIII- ti^ 12" i ( ) --- • -IIII coNnNuous IIII- -illl II �IIII PROJECT MANAGER : TM / REVERSE p PIP DIRECTION OF • HOOK ON EVERY • W ..W.. 2" LATEX MORTAR SETTING (FOOTING WIDTH) (FOOTING WIDTH) 4 ° 4 ° ° 4 OTHER REBAR SEETABLE `A" SEETASLE "B" DRAWN : DR BED FOR WET AREAS / ALL FOOTINGS ADJACENT TO . TABLE "A•• SLOPES TO BE ATLEASf5' TO TABLES CHECKED : TM ^ / \ DAYLIGHT AS SHOWN BELOW. ° ° 4 4 ° ° CONCRETE SLAB W/ REINFORCEMENT " H " "w" VERTICAL „ H „ .,w„ VER�'GAL ° 4 d REINFORCEMENT REINFORCEMENT MIN . 4" THICK. SEE PLANS FOR AREA . 3' 17" #4 @ 48 " o.c. 3' 1 9" #4 @ 48" o.c. PROJ . N0 . 1629 4' 20" #4 @ 48" O.C. a. 4' 22" #4 @ 48" O.C. 5' 23" #4 @ 48" O.C. ��q"'y+ 5' 29" 74 @ 48" O.c. DATE : 11 /28/2016 CRUSHED STONE SUBBASE 6' z9" #4@24" O.C. ROGFM a 6' 34" #4@24" O.C. DOTING JZS' MIN. MIN , 4" THICK SCALE : PER DETAIL NOTES: CHECJS�JTI-LYRE BUILDING DEPARTMENT TO 1 ) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF VERIFFYIE.ABU ILDINGPERMITIS R EQIL RED. REVISIONS : INIT , MORE THAN 6" ON OPPOSING SIDES OF THE WALL. THIS IS WHEN A PERMIT IS REQUIRED, THE FOLLOWING COMPACTED SUBGRADE NOTARE-rAININGWALL. INSPECTIONS ARE REQUIRED: Q STVWDSUBMITTAL I2/ 16/ 16 DR 2) FENCE HEIGHTSARE REGULATED — CONSULTZONING 1 ) FOOTING: EXCAVATION TRENCH CLEAN WITH 1 REGULATIONS BEFORE BEGINNING CONSTRUCTION. STEEL IN PLACE AND SUPPORTED 3" ABOVE AND ,,I 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE AWAY FROM THE SURROUNDING EARTH/ DIRT. CVWD 2nd OBSTRUCTED, 2) REBAR/PRE-GROLR; BOND BEAM REBARAND & SUBMITTAL 3/27/ 17 DR 4) GROUT ONLYTHE CELLS CONTAINING REBAR. THIS WALL VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO CHECK IS OOTDESIGNEE) FOR ALL CELLSTOBE GROUTED. PLACING GROUT. PLAN CHECK 5) ALL REBAR TO BE ASTM SPEC, A615, GRADE 40 MINIMUM. 3) FINAL: AFTER GROUT IS PLACED - PRIOR TO ANY 3QCORRECTION 4/ 10/ 17 DR 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. DECORATIVE CAP PLACEMENT. (�7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. CVWD FIN I A I PENNINE B) REBAR TO HE CENTERED IN MASONRY CEIJS. ® APPROVED SET 4117117 DR WESTERN RIVERSIDE CODNTY CODE UNIFORMITY PROGRAM SEE PAGE 2 FOR ADDITIONAL INFORMATION' CITY OF PALM DESERT AG . COMMISSIONER DISCLAIMER : p BUILDING DEPARTMENT � & CITY SUBMITTAL 5/2/ 17 DR ALTERNATE DESIGNS MAY BE POSSIBLE 1 7 PAVER INSTALLER NOTE: PAVER INSTALLATION BY AN ICPI CERTIFIED INSTALLER . WHEN PROVIDED WITH AN ENGINEERED FREESTANDING BLOCK WALLINE INSTALLER IS RESPONSIBLE TO INSTALL THE PAVERS PER THE LATEST STANDARD DETAILS BY IPCI . ANALYSIS. USE of THIS STANDARD DESIGN ENE AT THE USERS RISK AND CARRIES NO - - IMPLIED OR INFERRED GUARANTEE AGAINST (760) 776-6420 7&510 FRED WARING DR, PALM DESERT, CA 92260 FAILURE OR DEFECTS. FAX (760) 7766392 , 1 / 13/2014 RCLMNGDNWALLFNLaD.VSD PAGE OF SHEET NO : L PAVERS ON MORTAR SETTING BED SCALE : 1 1 /211= II _Olt N CMU BLOCK WALL SCALE : NTS CONTINGENCY NOTE : CVWD NOTE: L - 2 , 03 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT. ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB, GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT TA 0 LLJ w o= LANDSCAPE ARCHITECTS , INC . Q o 73061 EL PASEO , SUITE 210 PALM No 3: x DESERT, CA 92260 568-3624 2 M ^ o ( 760) 07)73-5615 FAX U \\RGADC01 \RDS_Redirect$\drodorte\Desktop\WESTINDESERT WILLOW\RESORT CAB CANCUN CABANA FEATURES- I .jpg vT Q U Ud o E-MAIL : rga@rga -pd . com Q o ry O 3 . 1 1 2 FRONT BOLT 4'-6" LOCATION 00 SET BACK ( SB ) Q a 3 l '-5" MAX Q o FRONT VIEW 12 . 5" MIN e — > ( RETRACTED ) 1 " @ MAX SB 1 J O ® ® 8" @MIN SB KEYNOTES : 1❑ RIGHT VIEW F J Q Lu 1 . STEEL BASE PLATE w J 3:ANCHOR BOLT LOCATIONS 0 < FRONT BOLT @ 1 '-5" Q U 3 . BANA PIPE COLUMN OFF SET AT CORNERS LOCATION 1 '-5" MAX SB FOR CEMENT ON CONCRETE CURB , 5" MIN S z J O W BASE PLATE VIEW 3 ® _ W O V) ® F— � W N .T.S . ® U w 0 EDGE OF POOL/SPA ® _ - _ ® W C o COPING TYP . Q L \\RGADC01 \RDS_Redirect$\drodarte\Desktop\WESTIN DES ILLOW\RESORT CABANAS CANCUN CABANA FEATURES-2 .jpg ® ® 4 TO SEAT ® ® ® T REO' D CLEAR DECK 21 " @ MAX SB 1 SPACE ADA 1009 .2 . 3 16" @ MIN SB 7 ADA 1009 . 2 . 2 L CABANA REQUIREMENTS : 0 V) • PROVIDE DATA OUTLET, CONVENIENCE OUTLET, AND OVERHEAD FAN / LI @ Uuj EACH CABANA LOCATION AND CONNECT TO POWER SOURCE . COORDINAT \ INSTALL CONDUITS BEFORE HARDSCAPE WORK , • MODEL : CANCUN 12' x 12' OR 15 ' x 15' - REFER TO PLANS . • COLOR : TERRACOTTA FIRE- RESIST HUV FABRIC TOP ( VERIFY COLOR ) W / WHITE TOP VIEW 2 '-811 POWDER -COATED FRAMES . ( RETRACTED ) 4 ,_ 1 „ w .J • CONNECTION DETAIL, STRUCTURAL DESIGN , CALCULATIONS , & PERMIT PER TOP VIEW w LICENSED STRUCTURAL ENGINEER . ( EXTENDED ) Lu O _ fk� a_ 0 RESORT CABANAS N . T . S . P POOL / SPA LIFT N . T . S . LANDSCAPE ARCHITECT : 5' ' SQ . BUFFTECH FENCE POST CAP - SIERRA BLEND . #=2 12 x 6 CONC FLUSH CURB W / 8xl2 REINFORCED CONCRETE SPA SIGN . MOUNT ( BOTTOM OF PROTECTIVE CURB ( MIN . 6" MIN , 2 , 500 PSI W / SHREDDED m� \� FIBERGLASS 9r �N` 9-3o-n LASS REINFORCING . Q� Lu SIGN ) AT 32" ABOVE ADJACENT ABOVE ADJACENT FS W / 2% SOILS HIGH ALKALI Op CAI� w F � I I FINISH SLAB . MOUNTING SLOPE AWAY FROM WALL) SULPHUR CONTENT REQUIRES METHOD PER PHASE 2 POOL Q I I 4 , 000PSI CONCRETE . z CONSTRUCTION . EXTERIOR PLASTER ( ALL SIDES ) LIGHT BROOM FINISH ON ALL WEEPSCREED 1 " ABOVE EXPOSED SURFACES WITH SPECIFICATIONS FINISH I I 4" REINFORCED CONCRETE GRADE OR CONCRETE CURB DAVIS YOSEMITE BROWN z I SLAB . 2% SLOPE AWAY FROM O _ _ ENCLOSURE . COLOR , PROVIDE 45 DEGREE SHEET ❑ BOOK 0 5" SQ , BUFFTECH FENCE POST CMU WALL & FOOTING MITERED AT EDGES . EXPANSION Lu z_ SIERRA BLEND , POST HEIGHT TO BE JOINT @ 10' O . C . :�i 4' ' ABOVE THE TOP OF SIGN . PROJECT MANAGER : TM "'— PAVERS : SOLDIER COURSE PAVERS : SOLDIER COURSE ' ' ' FINISH GRADE TO SLOPE AWAY DRAWN : DR p AS OUTER BAND & AS OUTER BAND & m SILICONE BEAD - ALL SIDES RANDOM PATTERN RANDOM PATTERN FROM HARDSCAPE . SEE CHECKED : TM ( IN- FIELD ) ( IN -FIELD ) GRADING PLANS , PROJ . N0 , 1629 FINISH GRADE FINISH DECK o FINISH GRADE FINISH DECK DATE : 1 1 /28/2016 i i \ o / //\\// SCALE : PER DETAIL \//\/ CONCRETE FOOTING \ \\/ e \\/\\ o ° \\/\ [ NIT . /\ /\ \ \ \ ° \ / \ \ \ \ \/\ REVISIONS :CVWD SUBMITTAL \ \ \ \ \ \ 12" x 24" COLOR TO MATCH \/\/\ \ P o /\/� /\ \ /\/ //\ ADJACENT WALKWAYS . /\/\/\/ ° , ° \/\ /\/\/\/\/\/\/ SLOPE AWAY MIN . 1 " / FT . \//\\//\\/ /\\/� %\\//\\//\\//\\// /\\/ � l ST 12/ 16/ 16 D R \//\/ \//\//� / / / / ° / / / / / / CVWD 2nd /\//\\// /�\//\ \\j\\j\\j\\j\ \\j\\j\\�\\j\\j\\\ \,\\\//\\j\\j\\ . 0 PLAN CHECK 2 SUBMITTAL 3/27/ 17 DR //\� \/ i SUBGRADE . REFER TO PLANS . \ /\/ 3 CORRECTION 4/ 10/ 17 DR \ \\ \ \ \\ \ \ \ \\ CVWD FINAL /i/ /\\/\\/\\/\\' \` PAVERS : SOLDIER COURSE AS 90% COMPACTED SUBGRADE ® APPROVED SET 4/ 17/ 17 DR /\//\//\//\//\//\� OUTER BAND & RANDOM UNDER HARDSCAPE - VERIFY W / AG . COMMISSIONER \�\ /\\///\// PATTERN ( IN FIELD ) SOIL ENGINEER ' S REPORT NOTES : 0 & CITY SUBMITTAL 5/2/ 17 DR 1 . SPA CONTROLS ACCESS HEIGHT PER PER CBC REQUIREMENTS , SEE PHASE 3 POOL AREA FOR REFERENCE , 2 , SIGNAGE DESIGN , APPROVAL, & INSTALLATION BY POOL CONTRACTOR , SHEET NO : Q SPA SIGN & SHUT OFF SWITCH POST 1 " = I ' o R CONCRETE CURB 1 " = I ' oif CONTINGENCY NOTE : CVWD NOTE : L - 2 . 04 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE , LANDSCAPING , ARCHITECT. ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT LANDSCAPE ARCHITECTS , INC . 73061 EL PASEO , SUITE 210 PALM DESERT, CA 92260 ( 760 ) 568-3624 ( 760 ) 773-5615 FAX E-MAIL : rga@rga - pd . com V fil J O Q J I- Q J W - w 62 Q o � QU 0 z N 'LLJ O 3 O W O_ IL W ao U W d- `° w o N o _ ao LO oo V) z F . S . F . S . Z ~ O V) U w > FRONT ELEVATION WEST ELEVATION > w J F- U w w O S � S WATER SLIDE ELEVATIONS 1 / 4 ff = I I - 0 " LANDSCAPE ARCHITECT : Dimensions Showeroff Shower System , 3-320R k _ •15d' 2 s r _ 21-011 3 '-011 12° N� LOCKING CANE BOLT rF o� s FE : 9-ao-n � OF CALAP r I i 2" SQ . 16 GAGE STEEL POST 28 35„ I I 6Dmmcoo 00 DODO Don COG 2� uOun i000c no, 9 oao ogo DUO OO'o III 92mm GOO 1 1 / 2" SQ . 14 GAUGE TUBULAR STEEL RAIL SPECIFICATIONS oao II GOO Due a OOOC )GO ctx Coo Goo coo CDC GOOD Duo Due �Cou 2OUD 000 on TOP & BOTTOM I I =mF I I SHEET ❑ BOOK 3/4" SQ . 16 GAGE STEEL PICKET @ 4 1 /2" O . C . I I I0111 approx s,. PROJECT MANAGER : TM s 266 - DUDan oo� Coo / 67Dm m EXTERIOR GRADE LOCK SET W DRAWN : DR f , 000 non�' COG onoc Ono LEVER HANDLE MOUNT @ 42" C Coo COG I I II + ABOVE GRADE - - 2mm min . CHECKED : TM Ono Ono no GCOU, GOO 00000 OU00 Goo GOOD '.OGG 'Do UOOO coo Don Goo = I I , O - m I X e —22 m max. II PROJ , N0 , 1629 Q I I 1 / 2" DIA . STEEL PIN SELF CLOSING HINGES I I 1 1 I DATE : 11 /28/2016 {, MCNICHOLS QUALITY PS / CR 16GA 3/8SQ 1 / 2STR STEEL SCALE : PER DETAIL MESH . SUPPLY PAINTED SAMPLES OF EACH TO L . A . FOR ' — — REVISIONS : INIT . APPROVAL PRIOR TO APPLYING TO FENCE . WELD TO . ,. `e o I r Q D SUBMITTAL -F : . , : a< _ %KIM / I I INSIDE OF GATE . FINISH TO MATCH PHASE 3 POOL AREA . 0 ST W 12/ 16/ 16 DR - - _ loo �������� I I 1 „ CVWD 2nd �I WELD ALL CONNECTIONS & GRIND ALL WELDS I I prox. 25mm OSUBMITTAL 3/27/ 17 DR tu SMOOTH . ALL TUBULAR STEEL TO BE FINISHED W / 48 NOTE : - /���/, t219mm 1z' j 32' PLAN CHECK ACORRECTION 4/ 10/ 17 DR (y) ONE COAT OF DUNN EDWARDS CORROBAR 38mm 89mm CVWD FINAL THE GATE CONTRACTOR IS RESPONSIBLE FOR / MEM 43-5 PRIMER PER MANUFACTURER INSTRUCTIONS . ® APPROVED SET 4/ 17 / 17 DR PROVIDING SHOP DRAWINGS FOR APPROVAL AG . COMMISSIONER FENCE COLOR — MATCH ARCHITECTURAL METALNI TO RGA . THE CUSTOM SWING ENCLOSURE GATE DIA . % 0 & CITY SUBMITTAL 5/2/ 17 DR • /� / ELEMENTS . TWO COATS PERMASHEEN ( W901 ) floor line illustrated With IS TO MATCH THE EXISTING GATE ENCLOSURE AT o �' —22mm Wall SEMI - GLOSS PER MANUFACTURER INSTRUCTIONS . s THE CLUBHOUSE SLIDE . Dimensions subject to change without notice. EET NO : 3 / 4 " — 1 I - 011 Symmons Industries, Inc. • 31 Brooks Drive Braintree, MA 02184 "ItItCUSTOM S W I G OS U R E GATE N . T . S . JLIJP IAN GATE AT WATER SLIDE (800) 796-6667, (781 ) 848- 2250 • Fax ( 800) 961 - 9621 , ( 781 ) 664 - 1300 ///'''��� Website: www. symmons . com • Email: customerservicedsymmons . com � � A ® I _ - / • O5 C GENC NOT CVWD NOTE : Gk - WOOS, 20 9 symmons Industnes, Inc. rinted .A. 04 9 (� L L LANDSCA CO ACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STIR ES TR IN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT. ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT �/ WALL MOUNTED SHOWER HEAD N . T . S . GENERAL NOTES PLANTING NOTES CONTRACTOR'S PLANTING WORK RESPONSIBILITIES 1 . THESE SPECIFICATIONS TAKE PRECEDENCE OVER NOTES AND DETAILS ON THE DRAWINGS/PLANS, 1 . PLANTING PLANS ARE DIAGRAMMATIC FOR CLARITY OF READING, PLANTING IS TO BE ADJUSTED IN FIELD AS NECESSARY. 1 . SCOPE OF WORK : THE CONTRACTOR SHALL PROVIDE ALL LABOR , MATERIALS , 2, ALL WORK MUST BE COMPLETED BY LICENSED CONTRACTORS, 2, PLANT QUANTITY LIST IS PROVIDED FOR THE CONVENIENCE OF THE CONTACTOR/CLIENT AND IS NOT INTENDED FOR ACCURATE TRANSPORTATION AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL PLANT MATERIAL LANDSCAPE ARCHITECTS, INC . BIDDING PURPOSES , CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PLANTS AS INDICATED ON THE PLANS, SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN . 3. SOIL TESTING: THE CONTRACTOR MUST HAVE THE SOIL TESTED FOR PH FACTOR, EXPANSIVENESS AND CHEMICAL 73061 EL PASEO , SUITE 210 PALM COMPOSITION . "HOT' SOIL, (SOIL WITH A PH OF 7 OR HIGHER) MUST BE TREATED AS DESCRIBED IN THE CONCRETE AND PLANTING 3. MOUNDING AND ROUGH GRADE TO 1 / 10 FT, TO BE PROVIDED BY OTHERS, FINISH GRADE TO BE PROVIDED BY LANDSCAPE DESERT, CA 92260 SECTIONS , EXPANSIVE SOIL MUST BE TREATED OR REMOVED TO MITIGATE HARDSCAPE MOVEMENT AND EXCESS WATER CONTRACTOR, 2. CONFORMANCE: ALL PLANTING WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY ( 760) 568-3624 RETENTION IN PLANTING AREAS , AND /OR STATE CODES REGULATIONS AND RULES 4, WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALKS, SWALES SHALL BE FORMED ALONG THE STREET OR WALK TO , . ( 760) 773-5615 FAX 4, SOILS REPORT: AFTER SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT, ALL EXCAVATION, GRADING, AMENDMENTS, CONTROL IRRIGATION RUN OFF. SEE DETAIL ON PLANTING DETAIL SHEET, E-MAIL: Tga@Tgo- pd . COm COMPACTION, ETC , SHALL BE ACCOMPLISHED AND PERFORMED IN ACCORDANCE WITH THE SOILS REPORT. THE SOILS REPORT IS 3 , PERMITS AND INSPECTIONS : THE CONTRACTOR SHALL OBTAIN , COORDINATE AND PAY FOR HEREBY MADE A PART OF THESE DRAWINGS AND THE RECOMMENDATIONS CONTAINED THEREIN ARETO BE FOLLOWED AND 5. BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARETO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE ANY AND ALL PERMITS , FEES AND AGENCY INSPECTIONS , AS REQUIRED . CONSIDERED AS MINIMUMS UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED OR DETAILED IN THE DRAWINGS OR DRAINAGE, IN ACCORDANCE WITH THE GRADING PLAN . IF THERE IS NO GRADING PLAN, CONSULT WITH THE LANDSCAPE SPECIFICATIONS , ARCHITECT PRIOR TO PLANTING, 5. CONTRACTOR MUST PROVIDE EVIDENCE OF LIABILITY AND WORKER'S COMP . INSURANCE TO THE OWNER, APPROVED BY LANDSCAPE ARCHITECT.SEPARATE ALL ANNUAL AND SHRUB/GROUNCOVER AREAS FROM LAWN AREAS WITH HEADER BOARD AS SPECIFIED OR 5 , SITE VERIFICATION : PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY , AT THE SITE, ALL CONDITIONS AND BE FAMILIAR WITH THE DESIGN OF THE LANDSCAPE WORK, A 6. LIABLE FOR ENCROACHMENT: CONTRACTOR IS RESPONSIBLE FOR NON-ENCROACHMENT ONTO ADJACENT PROPERTY, ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE OWNER ( JOB SUPERINTENDENT) . Z EASEMENTS AND KNOWLEDGE OF THE LEGAL PROPERTY RESTRICTIONS, WHETHER MARKED OR UNMARKED . 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CLOSER THAN 5' ( FIVE FEET) TO AN EDGE OF PAVING, HEADERBOARD OR ROOF LINE, ANY TREE PLANTED WITHIN 5' OF HARDSCAPE SURFACE ( EDGE OF SIDEWALK, WALLS, CURBS, ETC .) MUST HAVE 6 . FIELD STAKING : THE CONTRACTOR SHALL LOCATE BY STAKES OR OTHER MEANS , ALL TREES , ® \ 7 . COORDINATION : CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER TRADES, THROUGH THE GENERAL LINEAR ROOT BARRIER INSTALLED AT TIME OF PLANTING PER MANUFACTURES SPECIFICATIONS, EXCLUDING PROJECTS IN PALM CONTRACTOR. ( IF APPLICABLE) DESERT PER DIRECTIVE OF CITY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) SHRUBS, VINES AND HEADER BOARD LAYOUT/ GROUNDCOVER DELINEATION FOR APPROVAL BY \/ 8. NOTIFICATION OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE 8, DO NOT PLANT SHRUBS CLOSER THAN 3' (THREE FEET) TO AN EDGE OF PAVING OR HEADER BOARD, OR 30" FROM LANDSCAPE THE OWNER ( JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION , O DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND LIGHT FIXTURES, LANDSCAPE ARCHITECT IMMEDIATELY, ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE 7. WRITTEN GUARANTEE: ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO J BEEN RESOLVED BY THE OWNER OR THE LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO 9. REMOVE ESPALIERED PLANTS FROM THEIR TRAINING FRAMEWORKS AND ATTACH TO THE WALL AGAINST WHICH THEY ARE MATERIAL, INCLUDING PLANT MATERIAL, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOR RESOLUTION IS AT THE CONTRACTOR'S RISK AND EXPENSE. PLANTED, ATTACH PLANTS IN THE SAME PATTERN THEY HAVE BEEN TRAINED , TREES AND 90 DAYS FOR SHRUBS , VINES AND GROUNDCOVER FOLLOWING THE DATE OF FINAL =J W 9 , LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE CAUSED BY ITS WORK OR ITS SUBCONTRACTORS TO 11 , BEFORE BACKFILLING THE ROOT BALL, WATER THE PLANT IN THE HOLE, FERTILIZER AND THEN PROCEED WITH ACCEPTANCE OF PROJECT, THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS > u/ ALL UTILITIES, CONSTRUCTION , IRRIGATION AND PLANTING ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL BACKFILLING . NATIVE DESERT PLANTS SHALL BE BACKFILLED WITH NATURE SOIL. DO NOT FERTILIZE DESERT PLANT, LETTERHEAD AT THE TIME OF THE FINAL INSPECTION . ` ` � 'u1 REPLACE OR REPAIR DAMAGE IN A MANNER ACCEPTABLE TO THE OWNER . v / 10. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND 8. WRITTEN CERTIFICATION : THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT u I MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OFTHE JOB IN WRITING FROM THE OWNER, LIGHTING NOTES THE PLANTING WORK IS INSTALLED IN FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS . 0 11 , ANY APPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS SHALL BE V) Lu O CONSTRUCTION WORK INCLUDES DEVIATION FROM THE PLANS SITE OBSERVATIONS THE LANDSCAPE ARCHITECT: DUE PLANS/APPROVED DESIGN. IT IS IMPERATIVE LANDSCAPE TO THE NATURE OF THE CONSTRUCTION PROCESS, ALL 1 , ALL WORK AND MATERIALS SHALL CONFORM TO LOCAL CODES AND ARE SUBJECT TO APPROVAL BY THE LANDSCAPE NOTED , THIS CERTIFICATION SHALL INCLUDE THE CONTRACTOR'S LICENSE NUMBER , W C ARCHITECT OR OTHER REPRESENTATIVE OF OWNER . s A CONTRACTOR MAINTAIN REGULAR COMMUNICATION WITH RGA , AND THAT ANY PROPOSED DEVIATION FROM THESE �,J , flm CONSTRUCTION DOCUMENTS O DISCUSSED IN ADVANCE WITH MATEGA ,IT IS THE RESPONSIBILITY TI THE CONTRACTOR TO REQUEST 2, ALL LIGHT FIXTURE LOCATIONS ARE SHOWN DIAGRAMMATIC ALLY ON THIS PLAN . ACTUAL LOCATIONS SHALL BE DETERMINED 9 . UPON COMPLETION OF PLANTING : CONTRACTOR TO SCHEDULE FINAL REVIEW BY LANDSCAPE W q A SITE OBSERVATION BY RGA TO OBSERVE ANY WORK WHICH DEVIATES FROM THE CONSTRUCTION DOCUMENTS . IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE BEEN PLANTED, ARCHITECT, LANDSCAPE ARCHITECT TO REVIEW PLANTING FOR CONFORMANCE TO THE INTENT LJJ ® 3. QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND ARE NOT INTENDED FOR ACCURATE BIDDING OF THE APPROVED PLANTING PLAN AND THEN PREPARE A WRITTEN REPORT REGARDING THE ® v) USE. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHT FIXTURES AS INDICATED ON THE PLANS. REVIEW . 4. ALL LIGHT FIXTURES SHALL BE LOCATED AT A MINIMUM OF 5' ( FIVE FEET) FROM POOL, SPA , LAKE OR FOUNTAIN EDGE ALL LIGHTS u 007 WHICH ARE INSTALLED WITHIN 10' (TEN FEET) OF WATERS EDGETO HAVE GFI, OR MUST BE LOW VOLTAGE OR FIBER OPTIC , OWNER'S PLANTING WORK RESPONSIBILITIES 5, INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PERMIT. �� 6. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING AREAS SO AS NOT TO INTERFERE WITH PLANT HOLE EXCAVATION . 1 . CONSTRUCTION RESPONSIBILITIES : THE OWNER WILL BE DIRECTLY RESPONSIBLE FOR ALL �/ CONDUITS IN THE WAY OF THREE HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE, ASPECTS OF CONSTRUCTION INCLUDING ALL LANDSCAPE INSPECTIONS , ALL FIELD MEETINGS W 7. LIGHT FIXTURES ARE TO BE LOCATED NO CLOSER THAN 6" (slx INCHES) FROM THE EDGE OF PAVING AND LAWN AREAS, SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER ( JOBSUPERINTENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A Z 8, INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-OFF AND MANUAL OVERRIDE SWITCH. SWITCH TO BE LOCATED PRIOR TO SUPPORT OBSERVATION ROLE TO THE OWNER ( JOB SUPERINTENDENT) PROVIDING INTERPRETIVE INSTALLATION. COORDINATE LOCATION OF SWITCHES WITH OWNER, ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTES , THE LANDSCAPE 9, ALL LIGHT FIXTURES TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, ARCHITECT IS NOT RESPONSIBLE FOR METHODS OF CONSTRUCTION OR FOR CONTRACTOR 'S w I CONFORMANCE TO CODE, AND WILL PROVIDE AESTHETIC DIRECTION ONLY . U 10. MOUNT FIXTURES AS LOW AS POSSIBLE; SCREEN (WHERE POSSIBLE) WITH PLANTING . - w Lu 11 , ALL CONDUITTO BESCH 40 PVC WITH GALVANIZED 90 RISERS , USE UL LISTED EXTERIOR BELOW GRADE WATERPROOF 2. DETERMINING LEGAL AND PHYSICAL ELEMENTS : OWNER ( JOB SUPERINTENDENT) SHALL BE _ � JUNCTION BOXES, PER NEC SPECIFICATIONS, RESPONSIBLE FOR DETERMINING PROPERTY LINES , RIGHTS-OF-WAY, TRACT BOUNDARIES , GRADES , ' °- EASEMENTS , UTILITY LOCATIONS ( ABOVE AND BELOW GRADE) AND ANY OTHER LEGAL OR LOCATIONS ALL CIRCUITING, SWITCHING AND CONNECTIONS TO BY ELECTRICAL CONTRACTOR, LIGHTING PLAN INDICATES FIXTURE PHYSICAL ELEMENTS AS REQUIRED FOR SUCCESSFUL COMPLETION OF THE WORK . CONTRACTOR ' LOCATIONS ONLY AND IS NOT INTENDED TO BEAN ELECTRICAL PLAN . LANDSCAPE ARCHITECT : SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE PRECEDING FACTS . 3 . ROUGH GRADE: OWNER ( JOB SUPERINTENDENT) SHALL PROVIDE ROUGH GRADE TO WITHIN AZ ELECTRICAL WORK 1 / 1 OTH OF ONE FOOT OF FINISH GRADE . THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE p� #W2 GRADING LESS THAN 1 / IOTH OF ONE FOOT, OR MOUNDING AS INDICATED ON PLANTING PLANS , 1 , SHOP DRAWINGS : ALL LIGHTING AND IRRIGATION CONTROLLER ELECTRICAL CIRCUITING AND PANEL SIZING WILL BE BY THE CONTRACTOR, PROVIDE REPRODUCIBLE DRAWINGS SHOWING ALL CONTROL WIRING DIAGRAMS FOR ANY w LIGHTING AND IRRIGATION CONTROLLER INDICATED ON THESE PLANS . SHOW ALL CONDUIT AND WIRE SIZES. INDICATE 4, SITE DISCREPANCIES : ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR 9r 6 VOLTAGE DROP CALCULATIONS FOR PROPER WIRE SIZES, PROVIDE SHOP DRAWINGS OF FIXTURES AND PANELS TO SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER ( JOB Op CA1-\Fo OWNER FOR REVIEW PRIOR TO AGENCY SUBMITTAL OR ORDERING OF MATERIALS. SUPERINTENDENT) AND LANDSCAPE ARCHITECT, IT IS THE OWNER 'S ( JOB SUPERINTENDENT'S) 2. SERVICE: DETERMINE UTILITY COMPANY CONNECTOR AND VOLTAGE/AMPERAGE LEVEL AND COORDINATE WITH RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT PROJECT ELECTRICAL SYSTEM , COORDINATE SERVICE FROM UTILITY COMPANY, INCLUDING PAYMENT OF FEES , PROVIDE AREA . ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN CONDUITS AS REQUIRED, AUTHORIZATION FROM THE OWNER AND LANDSCAPE ARCHITECT SHALL BE AT THE OWNER 'S AND SPECIFICATIONS CONTRACTOR'S RISK AND EXPENSE. 3. WIRING METHODS : A . ALL WIRING CONDUITS SHALL BE CODE SIZE WITH ONLY COPPER WIRE, 5 . CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS SHEET ❑ BOOK AND SPECIFICATIONS , QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF THE B . ALL CONDUIT UNDERGROUND SHALL BE PER NEC APPROVED SPECIFICATIONS, CONTRACT DOCUMENTS SHALL CONCURRENTLY BE DECIDED BY THE OWNER ( JOB PROJECT MANAGER : TM C. ALL CONDUIT ABOVE GRADE SHALL BE PER NEC APPROVED SPECIFICATIONS. SUPERINTENDENT) AND LANDSCAPE ARCHITECT. DRAWN : _ 6. LIGHT CONTROL: LIGHTS SHALL BE CONTROLLED BY A TWENTY-FOUR ( 24) HOUR TIME CLOCK AND PHOTO CELL, COORDINATE LOCATION OF PHOTO CELL ANDCLOCK/OVER-RIDE SWITCH WITH OWNER , CHECKED : TM 7, PANEL: PANEL SHALL BE NEC EXTERIOR CONSTRUCTION WITH METERING PER UTILITY COMPANY REQUIREMENTS, ALL PROJ , N0 . 1629 CIRCUITING AND PANEL SIZING SHALL BE BY CONTRACTOR , 8. FIXTURES: PROVIDE ALL FIXTURES WITH LAMPS, AS SPECIFIED ON THE LIGHTING LEGEND ON THESE PLANS. DATE : 11 /28/2016 NOTE: THIS IS NOT AN ELECTRICAL PLAN, AND IS INTENDED TO ILLUSTRATE THE DESIGN INTENT OF THE LANDSCAPE SCALE: - LIGHTING AND FIXTURE LOCATIONS ONLY, REVISIONS : INIT , CVWD SUBMITTAL O1ST 12/ 16/ 16 DR CVWD 2nd SUBMITTAL 3/27/ 17 DR PLAN CHECK CORRECTION 4110117 DR CVWD FINAL ® APPROVED SET 4117117 DR AG . COMMISSIONER � & CITY SUBMITTAL 5/2/ 17 DR SHEET NO : CONTINGENCY NOTE: CVWD NOTE : L - 2 . 10 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INC LUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT. ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT DEFINITIONS WORKMEN WRITTEN CERTIFICATION None but workmen skilled in the various trades required on this contract shall be employed upon the work. A . OWNER: THAT ENTITY IDENTIFIED ON THE COVER OF THESE SPECIFICATIONS AS THE OWNER. LIGHTS AND GUARDS The Contractor shall provide a written certification that its work is installed free from defects in materials and workmanship, and in full compliance with the drawings and specifications. This shall be on the Contractor's letterhead with the Contractor's license number. B. CONTRACTOR: AN INDIVIDUAL OR COMPANY CONTRACTING WITH THE OWNER TO PROVIDE MATERIALS OR PERFORM The Contractor shall provide such lights, guards, temporary fences and warning signs as may be necessary for safety, all the time and from the SERVICES, OR BOTH , FOR A SPECIFIC PORTION OF THE WORK, execution of the contract until the final acceptance of work, and shall be responsible for the installation and maintenance of such lights, TURNOVER ITEMS guards, fences and warning signs. 1A C. SUBCONTRACTOR: AN INDIVIDUAL OR COMPANY CONTRACTING WITH A CONTRACTOR TO PROVIDE MATERIALS OR APPROVALS The Contractorshall supply to the Owner, as part of this contract, the following items priorfo the time of the final inspection. LANDSCAPE ARCHITECTS , INC . PERFORM SERVICES, OR BOTH, FOR A SPECIFIC PORTION OF WORK. Unless otherwise specified "approved", "approval", "authorized", "directed" and "permitted" shall be deemed to be followed by the words "by the A. A. reproducible set of as-built drawings. The as-built drawings shall be provided on reproducible Mylor sheets or heavy weight bond paper, 73061 EL PASEO , SUITE 210 PALM D. LANDSCAPE ARCHITECT: RGA LANDSCAPE ARCHITECTS, INC. Owner". produced from the bid documents. All work shall be neat and legible. Contractor shall certify reproducibles as to accuracy and LIGHT, POWER AND WATER completeness; DESERT, CA 92260 SUBSTITUTIONS The Contractor will furnish water and shall furnish, maintain and remove all temporary power lines at his own expense and shall remove same at 5615 FAX : r B. The original of the guarantee letter; ( 760) 568-3624 ALL MATERIALS SHALL BE AS SPECIFIED UNLESS THE CONTRACTOR CAN ESTABLISH THE FACT THATTHEY ARE UNAVAILABLE, completion of the work. C. The original of the certification letter; E-MAIL( 760 ) 773-73- a- d ,CQm AND SUBSTITUTIONS ARE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT, WORK NOT INCLUDED 9 9 P Work not included under this contract consists of that marked "N.I.C." on plans or shown as existing work to remain. All engineering and D. Keys to any equipment installed at the site; engineering plans, including, but not limited to civil grading, geotechnical drainage, electrical, hydraulic and structural are excluded from the MAINTENANCE scope of Landscape Architect's responsibilities and services. Additionally, the Landscape Architect is not responsible to review and analyze any E, Any special equipment or manuals required for the proper operation, adjusting, assembling and removing of each type of equipment engineering plans related to the above-referenced plans. Any review and analysis is the sole responsibility of the engineer who prepares the supplied on this project as requested by the Owner. PRIOR TO ACCEPTANCE OF THE PROJECT BY THE OWNER, ALL MAINTENANCE MUST BE PERFORMED BY THE CONTRACTOR, specific plan. The Landscape Architect is not responsible for any construction phase services, bid coordination services, or site visit services AFTER ACCEPTANCE OF THE PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING ALL COMPONENTS OF THE unless specifically included in its contract with the Owner. The Landscape Architect is not responsible for the quality of workmanship of any OBLIGATION OF SUBCONTRACTOR WORK AS NECESSARY TO KEEP THE PROJECT IN ITS ORIGINAL, APPROVED CONDITION, THIS MAINTENANCE BY THE OWNER Contractor or Subcontractor hired by Owner of his Contractorfor the construction of those items included in the scope of work of Landscape INCLUDES, BUT IS NOT LIMITED TO, PERIODIC INSPECTION FOR LOOSE HARDWARE OR FITTINGS AND MAINTENANCE OF ALL Architect's responsibilities under his contract with the Owner. This would include, but not be limited to, atriums or gazebos, walls, irrigation Any Subcontractor utilized by Contractor is to be bound by these general conditions and, therefore, these General Conditions are to be systems, planting and any hardscape. Landscape Architect is not responsible for nor does it warrant this work. Finally, Landscape Architect is incorporated in Contractors contract with its Subcontractors. EQUIPMENT AS NECESSARY TO PREVENT LOOSE FITTINGS FROM OCCURRING. ALSO INCLUDED ARE ALL COMPONENTS OF THE not responsible for any drainage or waterproofing. Contractor accepts direct responsibility for such items. IRRIGATION SYSTEM, INCLUDING FILTERS, VALVES, BACKFLOW PREVENTERS, ETC. (SEE IRRIGATION SPECIFICATIONS) , LIGHT FIXTURES, LAMPS, WIRING, CONTROLLERS, PHOTOCELLS, ETC. (SEE LIGHTING SPECIFICATIONS) , AND ANY MISCELLANEOUS DRAWINGS HARDSCAPE ITEM WHICH IS SPECIFIED AS A PREMANUFACTURED ITEM, E,G. PLAYGROUND EQUIPMENT, BARBECUES, ETC,, OR The work shall conform to the drawings specifications, except that the Landscape Architect's written change orders shall always AS A SITE-BUILT ITEM. g p P p 9 Y - w precedence. THE CONTRACTOR IS RESPONSIBLE FOR DELIVERING ALL MAINTENANCE MANUALS TO THE OWNER FOR USE IN FOLLOWING 7 MANUFACTURER MANDATED MAINTENANCE PROCEDURES. CLEANING AND RESPONSIBILITY FOR DAMAGE L On a regular basis during completion of the work, the areas shall be cleaned of debris emanating from the work. The Contractor shall remove J PLAY EQUIPMENT OF ANY KIND MUST BE CONSTANTLY CHECKED FOR SUFFICIENTLY OF CUSHIONING MATERIAL UNDERNEATH remaining excess materials, waste, rubbish, debris, etc., and his/her construction and installation equipment from the premises. All dirt, stains, 0 J THE PLAY EQUIPMENT, MOST MATERIAL WILL COMPACT OVER TIME, CREATING A HARDER SURFACE THAN THAT WHICH WAS etc., caused by the work under the contract shall be removed from the surfaces of any hardscape or structures under this contract, or from — Q ORIGINALLY INSTALLED, IT IS THE OWNER'S RESPONSIBILITY TO ENSURE THAT THE SURFACE BENEATH ALL PLAY EQUIPMENT IS surfaces not in this contract but soiled by the work of this contract. Any damage caused by the Contractor or his/her subcontractors or wL SUFFICIENTLY PLIABLE. employees shall be repaired to the satisfaction of the Owner. IRRIGATION HEADS LOCATED WITHIN SPORT FIELDS HAVE TENDENCY TO COMPACT THE SOIL BENEATH THEM OVERTIME, THIS CLEANUP ® Q CAN RESULT IN A SPRINKLER HEAD WHICH IS LESS FLEXIBLE THAN ORIGINALLY DESIGNED AND WHICH CAN BECOME The contractor shall remove all debris associated with his/her work from the project site on a daily basis. The contractor is responsible for .DANGEROUS IF STRUCK. IT IS THE OWNER'S RESPONSIBILITY TO CONSTANTLY CHECK IRRIGATION HEADS WITHIN SPORT FIELD providing proper debris receptacles, or disposing of debris off site. J AREAS TO ENSURE THAT THEY MAINTAIN PROPER FLEXIBILITY. All receptacles or off site disposal must conform to. state and local codes. The Contractor is responsible for identifying any waste associated with his/her work which may be deemed as being "hazardous' as defined by the EPA , and disposing of it per EPA regulations. ® N O CONTRACTOR IS RESPONSIBLE FOR DAMAGE WHICH OCCURS TO ANY PRODUCT AT THE JOB SITE, FOR ANY REASON INCLUDING W ACTS OF GOD, PRIOR TO THE TIME IN WHICH THE PRODUCT IS INSTALLED. AFTER THE PRODUCT IS INSTALLED BY CONTRACTOR, OWNER IS RESPONSIBLE FOR ALL LOSS OR DESTRUCTION THROUGH ACTS OF GOD, ACTS OF GOD DOES NOT INCLUDE CONTRACT DOCUMENTS r 1 ^ � EXCESSIVE SUMMER HEAT, THIS CLAUSE DOES NOT ABSOLVE CONTRACTOR OF ITS MAINTENANCE RESPONSIBILITIES Landscape Architect's contract with Owner is hereby incorporated into these General Conditions. �J �+ > OS7f HEREUNDER FOR PRODUCT AFFECTED BY ACTS OF GOD WHICH MAY OCCUR AFTER INSTALLATION . —J � OBSERVATION AND SITE ACCESS SCOPE OF WORK ® LU The Contractor shall provide all labor, materials, transportation and services necessary to furnish and install all construction elements shown on LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SITE OBSERVATION UNLESS SPECIFICALLY HIRED BY OWNER TO PROVIDE the drawings and specifications herein. SUCH OBSERVATION , AS SUCH, THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE IF CONTRACTOR OR ITS SUBCONTRACTORS DEVIATE FROM LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS. INSURANCE THE LANDSCAPE ARCHITECT SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. THE CONTRACTOR SHALL FURNISH ALL FACILITIES The Contractor shall carryall workers' compensation, public liability and property damage insurance as required by all applicable codes, CL FOR OBSERVATION AT THE CONSTRUCTION SITE, INCLUDING TRANSPORTATION THROUGHOUT SITE IF THE SITE DOES NOT HAVE regulations and by the Owner. v ROADS PASSABLE BY ORDINARY PASSENGER CARS, AND AT SHOPS OR YARDS AND SHALL NOT COVER UP ANY WORK REQUIRING OBSERVATION UNTIL THE SAME HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT. IF WORK SHOULD BE COVERED UJ ♦ /� UP BEFORE INSPECTED, THE CONTRACTOR WILL BE REQUIRED TO REMOVE SUCH PORTIONS OF THE WORK AS MAY BE NECESSARY ENCROACHMENT � ; TO DISCLOSE THE PART IN QUESTION , The Contractor shall be responsible for coordination of encroachment into adjacent property, rights of way, easements, setbacks or any other UJ legal property restriction either marked or unmarked. This includes damage or encroachments to any public utility. PLANS AND SPECIFICATIONS, AND ORDER OF PRECEDENCE COORDINATION OF ACTIVITIES These specifications are intended to cover all labor, material and standards of landscape architectural workmanship to be employed in the work The Contractor shall be responsible for coordination of his activities with all other trades through the Owner, shown on the plans or called for in these specifications or reasonably implied by terms of some. The plans and specifications are intended to complement one another; any part of the work that may be mentioned in the one and not represented on the other shall be done the some as if it FIELD STAKING w J had been mentioned or represented in both. Work or materials of a minor nature which may not be specifically mentioned, but which may be Prior to installation, the Contractor shall locate by stakes or other means all construction elements, as delineated on the plans for approval by U reasonably assumed as necessary for the construction or completion of this work shall be performed by the Contractor the some as if shown on the the Owner. drawings or described in the specifications. In general, except that the Landscape Architect's directives shall always take first precedence, the w LU General Conditions of these specifications, section 010000, shall take precedence over individual specification sections and over the drawings; the w O drawings shall take precedence over individual specification sections (except the General Conditions) , and large details over small scale LIABLE FOR DAMAGE _ Q:f drawings. Specific dimensions stated in numbers, when given, shall take precedence over scaled measurements. The Contractor shall be liable for damage to all utilities, construction, irrigation and planning elements, existing or new, marked or unmarked, 00 INTERPRETATION OF PLANS AND SPECIFICATIONS and shall replace or repair damage in a manner acceptable to the Owner. The Landscape Architect will interpret the meaning of any part of the plans and specifications about which any misunderstanding may arise, and WRITTEN GUARANTEE LANDSCAPE ARCHITECT : his decision will be final. All work shall be guaranteed by the Contractor as to material, and workmanship fora period of one year following the date of final Should there appear to be any error or discrepancy in or between the plans and the specifications, the Contractor shall refer the matter to the acceptance of project. The Contractor shall provide a written guarantee on their letterhead at the time of the final inspection. Landscape Architect for adjustment before proceeding with the work. Should the Contractor proceed with the work without so referring the v' - matter, he does so on his own responsibility. CORRESPONDENCE #1532 All correspondence shall be addressed to the offices of the Owner and Landscape Architect. EXAMINATION OF SITE AND WORK Bidders must examine the location, physical conditions, and surroundings of the proposed work and judge for themselves the nature of the work ��'T� oQ�� to be done. OF CALF The plans for the work show conditions as they are supposed or believed by the Landscape Architect to exist. It is the Contractors responsibility to inform Landscape Architect of any variation between plans and actual site conditions prior to starting any work. Should Contractor begin work without verifying that plans match site conditions, Contractor assumes all responsibility for any losses he might incur. EXISTING UTILITY LINES Except as indicated by the drawings or specifications, the Contractor will not be liable for the re-routing of existing active underground lines which SPECIFICATIONS may be discovered during the progress of the work. Contractor shall verify location of existing utilities prior to starting work. The Contractor shall verify location of existing utilities prior to starting work. The Contractor shall be liable for damage to existing utilities. SHEET ❑ BOOK LEGAL REQUIREMENTS PROJECT MANAGER : TM The Contractor shall comply with all laws, ordinances, rules and regulations of all governing entities having jurisdiction, applying to work to be performed under this contract. This includes the EPA, BLM and Army Corps of Engineers. Lien releases shall be given to Owner by all workmen prior to payment. Contractors shall comply with all federal and state laws pertaining to workers compensation insurance and immigration. DRAWN : _ CODES CHECKED : TM The Contractor shall comply with all federal, state and local codes applicable to his/her work. Work must be performed within the parameters of the currently adopted versions of these codes. PROJ . N0 . 1629 The Contractor shall have a valid state license pertaining to the portion of work he/she is performing. PERMITS AND INSPECTIONS DATE: 1 1 /28/2016 The Contractor shall obtain, coordinate and pay for any and all permit fees and agency inspections as required in connection with the work to be done under the contract, unless otherwise specified below. SCALE: - LICENSE REVISIONS : INIT , All work shall be performed by State licensed Contractors. Evidence of a current State contractors license must be provided with the bid. CVWD SUBMITTAL GIST 12/ 16/ 16 DR QUALITY OF WORK AND MATERIALS, WARRANTIES CVWD 2nd All materials, parts and equipment furnished by the Contractor shall be new, high grade and free from defects and imperfections, unless ZSUBMITTAL 3/27/ 17 DR otherwise hereinafter specified. Workmanship shall be in accordance with the best standard practices. Both materials and workmanship PLAN CHECK shall be subject to the approval of the Owner and Landscape Architect. CORRECTION 4110117 DR Unless stated otherwise in these specifications, all hardscape, irrigation and lighting materials, and all premanufactured items and all CVWD FINAL workmanship must be warranted for a minimum of one year offer the project is certified as complete by the government agency. In the case of single family residences only, the one year warranty period will commence after final payment by the owner to the Contractor. 4 APPROVED SET 4117117 DR All plant material shall be warranted as follows: Trees for 1 year from the end of the initial maintenance period, and shrubs, vines, and AG , COMMISSIONER groundcover for 90 days from the end of the initial maintenance period. The initial maintenance period is 90 days from notice of Z& & CITY SUBMITTAL 5/2 / 17 JRcompletion. All materials and workmanship found to be defective during any warranty period shall be repaired and/or replaced to the satisfaction of the Landscape Architect at no charge to the Owner within a reasonably short period of time after discovery of the defect. SHEET NO : CONTINGENCY NOTE : CVWD NOTE : L - 2 . 20 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , ARCHITECT. ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND /OR USBR EASEMENT MEN 0 it 0 AjW RIM Nino �Vl PARKING/ • I ) ► ` ♦ fIL - � / ■ \�\ - PARKING - / •/ L�rC I , / \ S5 y ♦ ♦ ♦ ` ` PARKIlit NG -� (D I � �J / / ' ♦ LIMI 24 / / ' � \ \ \ ■ S % BUi p� O _ LANDSCAPE ARCHITECTS , INC . tc C73061 EL PASEO , SUITE 210 PALM / � {� ^ ♦ ♦" -' \ ~ \, �, DESERT, CA 92260 1�. \ \ ■ * ( 760 ) 568-3624 sF r / / 1 / \ • • -- _ --- `�^ \ ��l\. ■ NoerH ( 760 ) 773-5615 FAX / / / x \ y ♦ ` \ E- MAIL : r a@r a d . com 1. SHAD Am* WEL Cr / � / / F '. ._ --- .. _ -i�'y.,- _ ':cam - - _ v F'+'- - b'Lr.� yr _ _ter v .. ' -.. -'. '�, '4 " "xh''v"e_ " -V _ -__ "x' _ -- . �• .� - S .'?'. ♦ — , - , ..- ti� rev. - - _— _ ?,*u '" - "? - - ,\; _ i:0 — -::'. _ ♦ 3An / — — _ _ r _ _ e __ _ _ ` • . KEY MAP � __ -: ax =1r1 - . SEE L-0.00 FOR OVERALL PROJECT KEY MAP zs LLJ - yam_ ry : r / = _ r - '/ , / � �- . •.-� _ =sue ' � i � � � �� - - _ � � ' ` 1 1 1 � � � ._ � � /j \ 11 , J I--- 1� / ! DOMESTI TER _ — — I — _ - 4. 1 , / `' �/ Z �/ O w 1 R ESMT PER DOC . _ — — Y r_ _ S ' L I a 008-0333031 - _ PA :i 1 €. \ / � \ LO , r_ _ - - _ / LU = Z SEE SHEET L-3 . 01 FOR IRRIGATION LEGEND r ^ Q 9 _ a 1 r F SAD � �. • II POOL ; = ��'\ W � _, :: 1x .. e _ i ti LL yJj \ \ \ \ r — —e cue' LLJ LU LLJ IL 72i, � /,l, :h x / / \ \ LANDSCAPE ARCHITECT : O Fn M p I I - _Fz - -r: i � _ _ _ _ N ° - 'r \ \;. � �'-:. • : � , �` ^,:\ ._ RF 2 F sr, FRI z r � - - _� - _w� _ _- -�- � � 4 ;K \� r \ � n 32 r '. _ z - - c o °8 ► - -�- - WATER SLIDE s�M • \R I I ♦ ! _— r . POOL I - <,lxr °� NL /, \ > dam^ ir— v SPECIFICATIONS '� TRU .. K f _ _ / 2- .. - ,'/ > SHEET ❑ BOOK z_ TM _ _ - ,�. _-- � � Ivy � a�• � O s _ AGE Y // t K/ , ��.� PROJECT MANAGER : � \ ? IE NEW VALVES INTO EXISTING }' ;' -_:r � ,�, s, -_ _ � , ,��,9r V �. Dw TWO WIRE PATH CONTROLLER ;` =1,-- ___� = �{{VHF' ' J $ — \ \ _, . _1 _. :- - �' ' - — - \ DRAWN : ( EMS I LNG) VERIFY LOCATION IN; ' \ FIELD . . a- / + / � I / i P -. ' •- . .. ,, ,� . ' t , � CHECKED : TM :.\� - - 2 PRO ) . N0 . 1629 m x / \ r _ 0 DATE : 1 1 /28/ 2016 3 I / � � \ - / / / \ _ i I SCALE : 1co "_ 10'-0" , • `, \ F TURE SU � - - - JIJ INIT . \ \ � 1 " 6 . 00 I / ` , _ _ _ � REVISIONS : Mn \ ANA \ W W CVWD SUBMITTAL r_e . . . 3 _.r4. : _. .� , . OCT 2/ 16 / 16 DR _ . . ' 1 1 "� .. , CVWD 2nd N . . . . ASUBMITTAL 3/ 27 / 17 DR - - - - - - - - — PLAN CHECK i Q ACVOWD FINOAN 4/ 10/ 17 DR — ® APPROVED SET 4/ 17 / 17 DR M � � � � � � � � � � � � � � � � � ■ AG . COMMISSIONER / LIMIT OF WORK A & CITY SUBMITTAL 5 / 2/ 17 JRCVWD LANDSCAPE APPROVALThese plans havebeen reviewed by the Coachella valley Water JA - District in accordance with California Governemni Code : Section 65591 el seq . requiring efficient landscape and irrigation design in .pl A T E R cooperatlon with the local governing agency (City or county) . SHEET N0 : Approval of this drawing by CVWD staff does not constitute approval NORTH O S r R tCt to encroach into district and USBR Rights-of-Way. Trees, plans, walls, and perrnanenl struclures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining 1 . 0 0 SCALE : 1 = 1 01 -011 an encroacnmeni permit from CVWD. L CONTINGENCY NOTE : CVWD NOTE : GRAPHIC SCALE LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR Date e wAT" MANAGEMENTDEP R ENT ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , 30' 20' 10, 51 0 L436.27 ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT CV\4' D Plan # ev aPnnENTs .. vl SDEPA.RTMENT 7 \ J ■ ■ ■ ■ ■ ■� ■ ■ ■ ■ ■ ■ ■ 1L \ f ■ Q PARKING I % Water Use Calculations ■ Ertl Qff WDW PHASE 4 POOL AREA e ■ ��� a . PARKING so IRRIGATION _SCHEDULE \ Or J\V 'y I Site Information IS PARKING ■ \ Zone No 5 SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL LIMI / - I Total Tree and Shrub Square footage 14236 ■ / I / Total Lawn Square footage 0 RAIN BIRD 1800-1400 FLOOD 360 30 0. 50 3' 1 ■ Total Annual Color Square footage o IS Z c/NG y4 LANDSCAPE ARCHITECTS , INC , . : Total Water feature Square footage 3812 ■ ■ 73061 EL PASEO , SUITE 210 PALM RecreationalTurtS uarefoota e 0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL ■ NEW 3/4" T R METER q g E 4 , DESERT, CA 92260 AND 1 " B L VV S RAIN BIRD XCZ-075-PRF ( 760) 568-3624 / Number of plants by water use % of Total Landscape Square Footage K ■ NORTH t ■ 9 LOW FLOW DRIP CONTROL KIT, 3/4" LOW FLOW VALVE , ( 760) 773-5615 FAX Very Low 0 0.000 0. 00 ■ 3/4" PRESSURE REGULATING RBY FILTER, AND 30PSI p E-MAIL rga@rga-pd , com Low 98 0.685 9756. 14 PRESSURE REGULATOR, 0.2GPM-5GPM . ■ 1 / Mad 45 0 .315 4479. 86 ■ .. �J\ ,. root • / High 0 0.000 0. 00 r�, 0 / Total 143 1 . 00 `i� TORO T-FCH-H-FIPT L ■ �/ FLUSH VALVE , PLUMBED TO FLUSH MANIFOLD AT LOW ■ E I SLIDE POINT. ■ SHADE Soo � `"` N > Maximum Applied Water Allowance ■ ARU=n� �a o ,0 2 0 RAIN BIRD XB-PC-1032 SINGLE OUTLET DRIP EMITTER J ■ �� Q , I+ ATM `�" � ■ / V /� SINGLE OUTLET, PRESSURE COMPENSATING DRIP © STUFF: _ Water Adj, Total Sq , Conversion Factors ■ VWD DOMEST WATER Zone No. Eto MAWA EMITTERS. FLOW RATES OF 0 . 5GPH=BLUE, &`SEWER ESM ER DOC . / Factor Ft. 0, 62 748 1 . OGPH= BLACK, AND 2. OGPH= RED . COMES WITH A 10-32 ■ ■ �3 Conventional THREADED INLET X BARB OUTLET. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ ' �4 NO , 2008-0 . 3031 , 5 93. 90 0. 45 18048 0. 62 748 632 . 12 REC . ,2d06 , O . R . ape RecreLandsation KEY MAP o • Turfreational 5 93, 90 0, 82 0 0,62 748 0. 00 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL ` TOTAL MAWA 632 . 12 RAIN BIRD PEB c SEE L-0.00 FOR OVERALL PROJECT KEY MAP Q o``1. SbJ . ty \ 1 ", 1 -1 /2", 2" PLASTIC INDUSTRIAL VALVES . LOW FLOW J I r - r spy y '`•� \ OPERATING CAPABILITY, GLOBE CONFIGURATION . L , _,�_ Estimated Water Use 0 RAIN BIRD 3-RC E S 3/4" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING , _J • ' �� - - �3 THERMOPLASTIC RUBBER COVER, AND 1 -PIECE BODY. O �,� i Plant/lrrigation System Type : Zone Irc Eff. Area Seasonal Plant Factor : �IF P ^ _ _ _ Drip / Bubbler Micro Spray 5 0. 9 9756,14 2 Low Sea MATCO-NORCA 759 w Zonal a Flt A Conversion F son onao anrea onverson actors Estimated BRASS SHUT OFF BALL VALVE, 1 /2" TO 4". TWO PIECE O w �- < Value Factor s ft. 0.62 748 Irri. Eff. Water Use - C~-� ( q BODY, BLOW-OUT PROOF STEM , CHROME PLATED SOLID ` ^ � W Q Spring 20. 64 0. 20 9756. 14 0.62 748 0. 9 37. 09 v J% G'. BRASS BALL, THREADED , WITH PTFE SEATS, SAME SIZE '' ( Summer 57, 29 0. 20 9756. 14 0.62 748 0. 9 102. 95 AS MAINLINE PIPE. w Z Win Q r� Fall - ter 15. 97 0. 20 9756. 14 0.62 748 0. 9 28. 70 Q Ll._I � � TOTAL 168, 74 MV BUCKNER-SUPERIOR 3000 2" EXISTING r L ri 4 NORMALLY CLOSED BRASS MASTER VALVE THAT J U Plant/Irrigation System Type : Zone Irr. Eff. Area Seasonal Plant Factor: PROVIDES DIRTY WATER PROTECTION AND 3-WAY Drip / Bubbler I Micro Spray 5 0,9 4479.86 3 Mod SOLENOID DESIGN , AVAILABLE IN 111, 1 -1 /4"2 1 -1 /2", 2111 � - 2-1 /2" AND 3" SIZES . LOCATED BY BLDG, 16 Q: • ' Season Zonal Eto Rant Area Conversion Factors Estimated Value Factor sq. ft. 0.62 748 Irri. Eff. Water Use FEBCO 825Y 1 " REDUCED PRESSURE BACKFLOW A I- �sF e ,o�. Spring 20. 64 0. 50 4479. 86 0.62 748 0. 9 42. 58 PREVENTER EXISTING LOCATED BY BLDG . 16 Fil;' , I VALVES INTO EXISTING Summer 57. 29 0.50 4479. 86 0.62 748 0. 9 118 . 18 e IRE PATH CONTROLLER Fall -Winter 15. 97 0. 50 4479, 86 0.62 748 0. 9 32. 94 FS RAIN BIRD FS-100-P EXISTING LOCATED BY BLDG. 16 G LLl *� I ( E I ING) VERIFY LOCATION IN TOTAL 193.71 1 " FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM , I FIE { . SITECONTROL, AND ESP-LXD CENTRAL CONTROL (' Fit SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5A GPM TO 53. 9 GPM . SENSORS Estimated Total Water Use 362 .45 SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. w \� WATER METER 11 /2" EXISTING METER LOCATED BY BLDG 16. \ EXISTING METER NO. 8409893 - w IRRIGATION LATERAL LINE : PVC CLASS 200 SDR 21 O w O t Water Efficient Landscape Worksheet PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL = od� WDW PHASE 4 POOL AREA TRANSITION PIPE SIZES 1 " AND ABOVE ARE INDICATE IL D - ON THE PLAN , WITH ALL OTHERS BEING 3/4" IN SIZE . - - - • APPLICANT INFORMATION IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315 O LANDSCAPE ARCHITECT : \ \ j Name of Project Applicant: Telephone No : 760-568-3624 PVC SCHEDULE 40 TO 1 -1 /2", PVC CLASS 315 SDR 13, 5 Jim Shrope Fax No: 760-773-5615 FOR PIPES 2" AND LARGER. Title : Designer Email Address: JShrope@rga-pd . com d RGA La ndscape O - - - - - - - - PIPE SLEEVE : PVC SCHEDULE 40 Company: anscape Architects Street Address: 73061 El Paseo, Ste. 210 � TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE . PIPE f IL City: Palm Desert State : CA 12ip Code : 92260 SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND 01532 \ 7 THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVISECTION A. HYDROZONE INFORMATION TABLE BEYOND MATERIAL, EXTEND SLEEVES CINCHES \ IBEYOND EDGES OF PAVING OR CONSTRUCTION . �? I • ► -- Irrigation Point of Connection (P , O, C. ) No. Valve Callout l� o Fo F A Valve Number CAL Controller Valve Circuit Irrigation % of Landscape c No. No. PlantType (s) Method Area (Sq . Ft. ) Area u " u valve Flow - s _ - ` A 1 LW / MW B 600 4.21 % try r A 2 LW / MW B 700 4. 92% Valve Size A 3 LW / MW B 800 5. 62% 1 \ SPECIFICATIONS A LW / MW D 5890 41 . 37% .i _ - A LW If MW MW D 6246 43. 8 \ - ° SH11 EET El BOOK \ \ � � Total : 14236 100. 00 % " �� \ \ \ � \ PROJECT MANAGER : TM \ ^ `NA ®� � \\ % I CRITICAL ANALYSIS DRAWN : JS Generated : 2016-11 -08 10: 51 7 CHECKED : TM P. O. C. NUMBER: 01 Water Source Information : PROD . NO . 1629 ILI Mr Cl) �.�-, +c" FLOW AVAILABLE DATE : 11 /28/2016 Water Meter Size: 3/4" /0 f 1 Flow Available: 23. 00gpm SCALE : 111= 10'-0" PRESSURE AVAILABLE I INIT. J Static Pressure at POC: 65. 00 psi REVISIONS : Elevation Change: 5, 00ft CVWD SUBMITTAL W W Service Line Size: 1 1 /4" n • . _, • Length of Service Line: 20. 00 ft Al ST CVWD 2nd 12/ 16/ 16 DR , . ; Pressure Available: 62 . 00psi SUBMITTAL 3/27/ 17 DR tM�L ML DESIGN ANALYSIS PLAN CHECK Maximum on Flow: 7. 00 gipm Flow Available lat POC : 23. 00 gpm Q Q Residual Flow Available: 16. 00 gpm - CORRECTION 4/ 10/ 17 DR CVWD FINAL Z APPROVED SET I 7/ 17 DR Pressure Req . at Critical Station: 33, 16 psi AG COMMISSIONER LIMIT OF WORK Loss for Fittings : 0.69 psi OF WORK 0& CITY SUBMITTAL 5 /2/ 17 DR Loss for Main Line: 0.00psi CVWD LANDSCAPE APPROVAL Loss for POC to Valve Elevation : 0 .00 psi Loss for Backflow: 12. 04 psi These plans have been reviewed by the Coachella Valley Water - Loss for Master Valve: 0.48 psi District in accordance with California Governemnt Code, Section Loss for Water Meter: 0 . 88 psi A "lL ATE 65591 et seq. requiring efficient landscape and irrigation design in Critical Station Pressure at POC: 47, 32 psi R cooperation with the local goveming agency (City or County) . SHEET N0 : Pressure Available: 62. 00 psi Approval of this drawing by CVWD staff does not constitute approval Residual Pressure Available: 14.68 psi NORTH �i GA to encroach into district and USER Rights-of-Way. Trees, plans, walls, S T R t and permanent structures of any kind may not be planted or installed = CVWD and En easements right-of-waywithaut fist obtaining SCALE : 1 � 0 -0 an encroachment permit from C CVWD. CONTINGENCY NOTE : CVWD NOTE : GRAPHIC SCALE i , LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR �� Date wnr MANAGEME)L D R ENT ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING,ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR 30' 20' 10' s o EASEMENT L4628 Cvl4TD PI,n lr kTE'VIIIIECIPMENTS IGS DEPARTMENTS APPLIED ENQ (OR EOUAL) 12OXV PLASTIC BOX APPLIED ENQ (OR EOUAL) ROUND RAM APPLIED ENQ (OR EOUAL) ROUND PLASi1C + COVER W/ LOCK TOP MARRED IRRIGATION BOX + COVER. COLOR TO MATCH BOX + COVER COLOR TO MATCH BRASS NIPPLE RYPJ PRESSURE GAUGE TAP CONTROL VALVE COLOR TO MATCH SURROUNDING SURROUNDING SOL RAN IN DQ G . AND REEN N SOIL RAN N DO. AND 4 PLACES ELL (o-200 PSO BOX TO BE PLACED SOL RAN IN D.Q AND GREEN N LAWN) 118E LAVENDER GREEN N LAWN) USE LAVENDER BOX GREEN N LA WING USE LAVENDER BOX GATE VALVE 2 PLACES AT RIGHT ANGLES BOX FOR ATER APPLICATION. FOR RECLAIMED WATER APPLICATION. FOR RECLAIMED WATER APPLICATION. (PLASM; FACE) TO HARDSCAPE EDGE REDUCE S BA O PRIESSURE P ER ELBOW Q3R4SS) VALVE EOUBdCE TO BE PANTED ON d COVER MARKED IRRIGATION BALL ( ( �( 9e � GATE VALVE $'°$ O BRASS NIPPLE HYBRID CONTROLLER EACH BOX t!N x x x x x® FINISH GRADE ' TESTCOCK (TYPJ UNION x x x x ; x x x x LANDSCAPE ARCHITECTS , INC . 4 PLACES PRESSURE SUPPLY CONNECT WIRES BY SOLDERING TOGETHER + x x x ® / x x x STRAINER #40 �_$ LINES WATEAPROOFNQ USE AN UL APPROVED 9 << FLASH GRADE o 73061 EL PASEO , SUITE 210 PALM MESH MONEL R IN UNDEAOROl1ND WFE SPLICE KR x x x x x x x IN Is LAWN AREAS DESERT, CA 92260 A It IN N IN IS CURL TYPE EXPAW x x x x xxxx FLASH GRADE ( 760 ) 568-3624 PVC BCH, 40 • ' SKIN LOOPG�124') o MALE ADAPTOR , .' egg AREA ( 760 ) 773 5615 FAX E- MAIL : rga@rga -pi PEDET 1 BRABB ELBOW MOUNiAL FINISH GRADE NON PRESSURE LINE J HANDLE LAWN AREAS PITTING 4' THREADED NIPPLE PVC LINE PIPE SCH 80 y RELEF PORT FINISH GRADE o • • ,y D 3' ELL SHRUB AREAS 0 BCH 40 FINISH I GRADE •u ' ' a3 .� _ PRESSURE SUPPLY SipgT ELL •q� .m pF ae eR '� ,a FLOW AD U8TMedT see •i : LINE (SEE SPEC) STREET ELL •.S '� PEA GRAVEL BRASS ELBOW FLOW FNIBFI QRADE °�:'' ` • •s' WIN. CU. FT) used* PEA GRAVEL TEE MNIREADED OUTLET) IT TWEADED NIPPLE 1 PVC SCH. 40 MALE .as UN2 CU, FTJ SCH 80 4 PRESSURE SUPPLY LINE FITTING + �3 SUPPLY ' < . a • $ (SEE SPECFICATK� ) 1B• •`: . • • ti . BALL VALVE O PVC LINE PIPE MN.SCH 80 : ' _ • ' USE T.OE NIPPLE (n a INTAKE dd� us J J COMMON WIFE • NOTES CONTROL WIRE 1. ECAND E NT TO BE INSTALLED AT A MINIMUM OF 12• FROM WALLS J BULDINGS ETC. NOTE • t J J . % . • • •. + ' • SCH 40 W 2 ALL ABOVE GROUND ASSEMBLY WALL RECEIVE ONE(U COAT 2' PVC BCH 40 CONDUIT INSTALL CONTROL VALVES MINIMUM OF 3FT. APART �• •1 • �� .• RED LEAD PRIMER AND 01111 COAT PANT AS SELECTED BY AND RT�g N SHRUB AREAS UNLESS OTHERWISE NOTED. ~ �W Q U ARCHITECT a WHEN UNIT E NEXT TO BUI-DII WALL, ETC, TEST COCKS Fmonnow ARE TO BE ON OUiSDE 0 W VALVE E QUICK COUPLER VALVE w A BACKFLOW PREVENTOR ( INSTALLED BY C . V . W . D . ) B EXISTING AUTOMATIC CONTROLLER C AUTOMATIC VALVE D FULL PORTED BALL z W 0 w GENERAL 94STALLATION NOTES 0 1. EPRINIMBIR FRGATION PLAN 6 DIAORANMTM FINAL LOCATION OF PIPING WILL E 12 120 VOLT POWER FOR CONTROLLE i 6 TO E PROVIDED BY OTHERS ON A BEPARATE w Nei g 6 LEGENDDETERMINEDAT TIME OF NETTALLATIOfR MAINLINE AND LATERALS SNAI.I. BE PLACED N CIRCUIT SPEAKER RPGATDN CONTRACTOR EFW1 BE FR�''ON♦BSE FOR LLAIQD W BARE TEE CH WF81 F'CRSLE EflINElT SHOWN N PAVED ATLAS 6 FOR DESUI CONN cTION S TO CONTROLLER coNIROLTSR FINAL LOCATION SMALL E DETEiR✓® BY ♦ /1 OI RAN GIRD 65 SE II E3.EGTMC, CCNTi VALVE 5 CLAFfICAl10N ONLY AND SHALL E *WALLED N PLANTED AREAS. OWNERS AUiWOFIi F�lTATNE v ! J 5 ` Q 13. FDA LANDSCAPE ARCHITECTS, Ni SMLL APPROVE ALL INFBD DESIGN CHANGES DUE TO BITE PLAN AND LANDSCAPE PLAN CHANGES TO GLARANTE = EPANILE R COVERAGE OR 0 I >' I ( C - . 1 JI1 I i I L dT-I' � 1 2. INSTALL ALL EOUPAEIT AB SHOWN N DETAILS, ALL EOUP1Bd fL011f� BUT NOT �T I r 1;� d �t 'IL 1 1 Lit = 1 D s 1 D E� oN THE oRAvmG aruLL E PROND® Br TIL mGAiDN camNAG roR THE m°ATDN coNrnAc emW ABeuA Ru �ON�rtY. W -I,[.�N C.rl. v''J'f_ is"- 11ALL EQUIPMENT SMALL BE INSTALLED O3 H A215TY5 WINGS - FNR•EERED TO y 3. iNer 1L110N6 �TDNB N ACCODANCE WITH MANFACIIAETB 14. R(IA LANDSCAPE ARa4mcTS, INC. BAALL NOT E tLBPONI®F FOR EHHOPER OPERATION WATCH ORN'ANffi FINISH 6RAIJE OF ETYIC DIE TO CONTRACTOR DNOTESIGN FOLLOWING PLAN PPE SIZING OR NAOEOl1ATE 5 S J id P i T O;f L' L'G'i. :YF • FLOW — • 4. BAICKPLOW PROTECTION UNTIM SHALL E NSTATAID N ACCORDANCE WITH LOCAL STATIC PFiEBI/E OR N$D D®CUH CFNNN(LS WRFIg1P APF'FNWAL 6 TYPE "K" COPPER PIPE WITH BRASS L � FITTINGS FROM P.O.C. TO M.C. V. ODDEL 1.5. RDA LANDSCAPE ARCHITECTS, PD. B NOT iRI F FT7FN EI10F6 N INSTALLATION F w TaL COMMON BRICK (4 R5WRE7). 4 g T 3 r O6 CAMWN WIRE TO 0THE2 VALVES ON 5X N S. fIIGATION CONTRACTOR BFNMJ_ E FEH'OTIBHE FOR PROPER WOHGLMlSP IX)iHG THEY HAVE NOT ®1 TORRET SHALL FOR PBfTUATDN OE�WA IL � CV GAt•Tc C4s0N I.Ex. 10X DIAMETER DIAMETER , u PWALLATK*L 16. LANDSCAPE AND W0R1CTON BAALLF�Hi 7o SPECIFICATIONS FOR DETATLB, BfAN]AEDB OF 'v' OF PIPE OF PIPE fH'Rt�,,, MATERIALS AND wONOVva� 9 5/40 C4RUSHED RG'.iC [Y DES. Oj NORMALLY OPEN MASTER VALVE(S) IC C.CNnROVCOMMON WIRES PROM CONTROLLER. 8, ALL MANLNE 2drPIPINGF SWJ- HAVE A ACED P OF g COVET LATERAL UNDER ROADS SHALL AND l CIAL NOTES BE (CONTROL WIRE TO BE ORANGE IN WIDW O WIRE TO SATELLITE CONTROLLER SPARE STATION 136-INCH LOOP) TFENCBTREE $ AND NIMUM OAT FN° ELL® NTROLli IF IA O NG UNDER DRIEAY Ii WC SCitFDLT..E 40 PIPE, UrEMS SHALL A L BE SL EY 12.' IN A P ALL CONTROL L PIPING G UNDER ER DRV W AND TO PLAN 16 13 2. 3 4 13 �� �- O 3.0-INCH MINIMUM DEPTH OF 314-INCH WASHED GRAVEL WC SCHEDULE 80 RISER SIEIBBAALLB9.ffV® NAPVC PPE LATERALPRHG GONG UNDER OENEWAYB AND 1. OTHER ARRAY HEADS ONA RE Our or CLEAR PEwAN APPROPRIATE WALL. AFBIICE OR SIf 79 EIHALL E BCFi®ILE 40 PVC. OTFE1 AREA HALL B ARE INSTALLED A OF CLEAR 70 ALL AN A A CORNSSI TE PATIO AR AS AND ALL J I4 MAIN LINE PETTING WFOLVE w VELD OUR.eT. BRICK ) 1 OF 4) EC' SCHEDULE 40 STREET P�TiAN TRAFFICL FINAL INST� TION N LAWN SHALT. E FUM AND N S S F- U ® ELLS 7. ALL VALVE CONrtTROL WARE BFHALI_ E P61'ALL® N SAME 7ERENCH WITH MAPLNE LLJ VALVE BOX WITH COVER - 12-INCH SIZE WFE� POl AND SHALL E SOLD COPPER, AWG OK TYPE IF, DFECT SRAL ®BCE INCH OSCINE CPIADE W O I6 COIL WIRE PER SIFEWFICATIONS 2 CONTRACTOR eHALL RRONDE Two Bless iB AT THE ®GTE OF THE FOOT BALL TOR EACH IIII 6 IIII IIII © FINISH GRADE WIRE, IBKI SIAPRIE OR SOOTCFHJCC WIRE CONECIORS, = LL FED GROWN OR W AND LAR�i BMW TFM OR MD OhER TFRE AT THE OFLCIDN OFLO W 7 RAIN BIRD FS SERIES i00 P/FS- 100A FLOW SENSOR (S) 8. ALL TRENCH HACII BOL SWI E CLEAN FREE OF ROCKS, TRAw G1LASd 80LVENT THE LANDSCAPE ARCITC-CT, 4 r 12 ' I I I TO P.O.C . O AND CEMENT CONTAINERS AND RAOB CONTRACTOR SHALL COMPACT ALL WENCHES TO II O © BY CVWD © PE-CABLE TO FLOW SENSING EQUIPMENT AT CCU/SATELLITE CONTROLLER ASSEMBLY )36-INCHLOOP) PVC SCHEDULE 40TEEORELL ANY SETIL®�7t$NC�BAMT LMM FIN GFA SOL OE SHALL BE FOR BRINGING LANDSCAPE ARCHITECT : IO n ° 0' ° 8° 9 6 • , ° c ° q ° o• o O SEE MAXICOM DETAIL 611 FOR SPLICE. SEE FLOW SENSOR WIRING DETAIL FOR WIRING DIAGRAM IC' O �Aa 10 CONCENTRIC REDUCER CLASS 200 PVC LATERAI- PIPI'IG 9 CONIRicirm SHALL RUSH ALL PPE LHE3 PRIOR 7O PwALLNO sutra iHEAOfl 00 ° 'a ° �Y�j'��p'pJy�, 0 5 ° °r ° ° ° 0 a yD° 'b . ° .° o BOXES TO VALVES 11 PE 'K' COPPER PIPE FROM P.O.C. TO MASTER VALVE. 10, CONTRACTOR BHA' VALVESINSTALL AS NECESSARY AT PRADEOMEN ALLDDRAIAVALVES MD q� °q 1 b • ° , R DAMAGE R-ORAN VALVES A8 NECE6BARY TO PE£VElT LOW READ ORAPHAfE EROSION G -MLTi SECTION 14 V, CONTRACTOR SMALL ADJW ALL AF IN11i AND VALVES FOR PROPER OPERATION AND CONS SPFRAMJM ALONG STREET CLMM AND DRIVEWAYS SHALL E SET BACK 6 NCHLH PER CVWD. ALL S'R1Ni STALL E ADJUHIED 80 THAT NO WATER 6 THROWN ONTO STRUCTURES OR NATURAL FACED MASONRY WALLS, NO OVERTHROW 6 POUTTED CPT �Q ON HARDSCAPE '9jF OQZ F MASTER VALVE HOOKUP G FLOW SENSOR I BUBBLER HEAD of ° A`�� Sleeving Trenching APPLIED ENG.(OR EOUAL)WXW PLASTIC BOX + COVER W/ LOCK TOP MARKED FIFUGATKNI KEYNOTES D Y—FILTER " " " * 1 . HARDSCAPE ( TYP) /FINISH GRADE SPECIFICATIONS CONTROL VALVE. COLOR TO MATCH SURROUNDING D ° :': s : :':X$ :••• 1 2. CLEAN BACKFILL — 90% COMPACTION SOIL USE LAVENDER BOX FOR RECLAIMED WATER ■ ° 13 D Duse D 2 �' 3. SAND ( TYP) D 13 SHEET ❑ BOOK APPLICATION. D ° D D RCv 24" Min Or Per Spec a �' 4. NON— PRESSURE LATERAL LINE SLEEVE 2 3' MIN;­-7FINISH GRADE ° D D D ° D ° ° " 4 ( SIZE PER CHART) /NON PRESSURE LATERAL ° D s 5 . PRESSURE MAINLINE SLEEVE ( SIZE PER PROJECT MANAGER : TM CHART) /PRESSURE MAINLINE CONTROL ZONE KiTI ° D D ° D D D I , , 6 . CONTROL WIRE SLEEVE ADJACENT TO DRAWN : is a y RAIN BIRD XCZ-100—B—COM D ° ° D 2• MAINLINE SLEEVE. ALL SLEEVES TO BE SCH (INCLUDES BALL VALVE, 100PESB VALVE, 3 ° 2" 40 PVC. EXTEND SLEEVES 12 " BEYOND EDGE N OKCHK100 BASKET ALTER AND 13 ° D e OF HARDSCAPE ON BOTH ENDS . RECLAIMED CHECKED : TM PSI- 40X-100 M PRESSURE REGULATOR) PRESSURE REGULATOR 2' 4 8 5 7 WATER SLEEVES TO BE MINIMUM 42" - 48° PRO ) , N0 , 1629 4 Q °° FLUSHING ENDVALVE MAW LATERAL LINE SECTION / ELEVATION DEEP ( OR PER WATER DISTRICT STANDARDS 2 �Oodgg WHERE APPLICABLE) , DATE : 1 1 /28 /2016 ° C MAINLINE PEA MAX 12, VARIES SEE PLANTING SPACING ON PLANTING LEGEND % COMPACTION REQUIRED — SEE SPECS - SCALE : 5 O TRENCHING /SLEEVING DETAIL REVISIONS : INIT , EMITTER PIPE SIZING CHART TREE, PALM TRUNK 1 CVWD SUBMITTAL LEGENDK DRIP VALVE 1ST 12/ 16 / 16 DR LEGEND 1/2" PIPE 0 TO 180 GPH ROOT BALL CVWD 2nd APP<JEDEtJQ (OREOIIAUROUNDPLABTIC 3/4" PIPE 181 TO 360 GPH FINISH GRADE SUBMITTAL 3/ 27 / 17 DR 1. RAN BIRD XERI- i-BU ePRAY OR XEBBI�i OR 1" PIPE 361 TO 840 GPH IRRIGATION HEAD TYP. XERI-BUG B&HO I DEVICE (80 aIGATiON NOTE: BOX + COVER COLOR TO MATCH 1- 1/4" CORRECTION 4110117 DR PIPE 841 TO 1440 GPH (SEE IRRIGATION PLAN CHECK EOUniENdT LEGEND FOR MOD 0). INSTALL AT LOWEST POINT SURROUNDING SOIL RAN IN Da AND LEGEND FOR SPECS) AND/OR AT END OF LATERAL GREEN N LAWN) USE LAVENDER BOX 2 RAN BID MODEL iPFRIRW4 POLY FLEX FIBS PIPING G AS NEEDED. FOR FECLA WATER APPLK:ATiON APPROVED SET 4/ 17/ 17 DR CVWD FINAL (LENGTH ), _ 1. INSTALL ONE EMITTER PER PLANT ( UNLESS OTHERWISE NOTED) AT UP / 0. a , . a HILL SIDE OF EACH PLANT. �/ 55 & CITY OSUBMI SUBMITTAL 5 /2/ 17 DR a D.Q OR MULCH B®. Fr481-I c�1ADE — .° � �7'TTTrf SEE DETAIL A FINISH GRADE _ " ' a Lu L 2 , DUE TO THE HIGH QUANTITIES OF EMITTERS, ALL EMITTERS ARE NOT /�, , CVWD LANDSCAPE APPROVAL (THIS SHEET) - PVC LATERAL LINE ° e ' ' n �_ SHOWN ON PLAN. IT SHALL BE THE IRRIGATION CONTRACTORS 5 PVC FITTING (8 x S x 1l2• FF t7. BETE PLAN FOR _ °p I I ' RESPONSIBILITY TO CONSULT WITH LANDSCAPE ARCHITECT TO OBTAIN FOR BUBBLER OR These plans ha•:e been reviewed by the Coacheua valley - - r� XERI— BUBBLER DETAIL District in accordance with California Governemni Code , Section PVC PPE Omani PER SPECIFICATIONS), 9 a , THE ACTUAL NUMBER OF PLANTS FOR THE PROTECT. 65591 et seq. requiring efficient landscape and Ili design in 6 TORO FCH-H +1PT 11 _ _ � vy P T E R cnoperation with the local governing agency (City or County) . AUTOMATIC SELF FLUSHNGEND VALVE J 3, IT SHALL BE THE IRRIGATION CONTRACTOR' S RESPONSIBILITY TO PLACE IRRIGATION HEAD SHEET N0 : NOTE: FILL BOX WITH 1/2' PEA GRAVEL ACCURATELY PIPE SIZE ALL EMITTER PIPE SIZE CHART SHOWN ON PLANS, ADJACENT TO ROOT BALL Approval of this drawing n USER staff does not Trees. plans , approval �/ •T T R 5 C� to encroach inro district and USSR Rights-of-Way. Trees . plans , walls, PLACE EM TER AT EDGE OF PLANT ROOTBALL and permanent structures of any kind may not be planted or installed J DRIP EMITTER L AUTOMATIC SELF FLUSHING END VALVE M TYPICAL EMITTER LAYOUT DETAIL N TYPICAL TREE AND PALM IRRIGATION DETAIL an encoaclh CVWD andm"eBRpemiffomCVWDof-waywithoultirstobtaining L — A 000 CVWD NOTE : _-1_ .�.— _ r CONTINGENCY NOTE : z � l LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR Date WAT MANAGEMENT DEP R ENT ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , L43629 ` ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT CVVYD Plan 1t Ev OPMENTs I s DEPARTMENT f, IF114 � ° J ■ ■ ■ ■ ■ ■� ■ SEES L PARKI(ALit rN �/I ` ` \ PARKING 16 ' BTH • f ■ Lill 18'a HT. QUPID � / v,M I PARKI■ eiLANDSCAPE ARCHITECTS , INC . 12' BT LF L ~� ■ r ■ 73061 EL PASEO , A ITE 210 92260 PALM �+/� 1 ' ♦ � ■ / ' � _ DESERT, CA sF \ ` / / R`, - ♦ � ■ ' ( 760) 568-3624 4 1 . / rc � •, l E—MAIL : NN ,. ♦ K �♦ Cs� . ■ �J ( 760 ) 773 rga - FAX NORTH � D ' d\ \ ° ® '�' / � : \ \ ! ■ Ja2 ) � �� F rga@rga -pd . com � ° OWEL J s • ♦ ■ ° - - . , ;: _+- 1^� t 1� ` ■ \� .. .,,_ , BTH m / d L _. - ` 4 gift DE ILL �24 d \ _ \ arc 14' BTH ■ Q , ' \ � / / f� � _� � ! l - , � ;:- � _ ,� � B� � 16 BTH � �� ■ v . — +y , \ , - _ , ' IF ILI; d , LL � \ e _ - - KEY MAP 4 , ez MOUND � a SEE L-0.00 FOR OVERALL PROJECT KEY MAP ° . - - . . = ram. \ \ % Tc1R 0 2 `'�'M W � 4 ' HT "� I MOUND � � + 3 ILL /� _ � 6 4 IT ILL �IV4EDOMESTIT ( � ._ LEF I oez � J I— V �t \ ` r J SEER ESMT PER DOC . "� V O _ — Y ., 5 ! I $ i Os 008-033303 T , 1 _ . - HEM � SPA < i / / i '� it O W 06 / 18/20 O iF ,. _ VA } , s > rUj / EF NO W � b ° 4 . d ON 4 � I Callao r / �- / ,�ga ° / IN. a Damon ° MOUND f II F Z g z POOL ,17 r-- _ V) l 1 I— c ILU �,... .. Y ✓ \ Q ° \ k \ NOTE : Y / } l - �; 5"z1 _ T _ KEEP ALL BOULDERS � ' .a % 7 b � I -1_ I i cB r Y �\ d ° AND TREES 5 ' CLEA ✓ yr �7 �� ` 1✓ fi _ \. �� c2 �� J Dominion OF POOL FEF ICE .: , � ` aaY :, \+ U `` . LU � ° �__ \ /f �\ � � " fo \ BTH w O ce 1 1, ee = - _ _ __. . BT CL — — Poll — — r + 24 �Y - �` \ " � \ — LANDSCAPERCHITECT : 011ie n ND \ (Li \� c 06 8� 1. L. 41F \ f NN ` Bill � WATER SLIDE / ` If LCz • ° K 12 ' BILL w Q \ / / \ / / POOL _ ! I / VL� , r / / -or fill ILI / \ TRU K \ / iX c � f SPECIFICATIONS 1 \ pi �`$ � —. — + \ O � • .��� � � ,� SHEET ❑ BOOK , �>' _ /� � ° fl \ t �- . ' tz a � �- _ -'- = 31 + • �'` ` ',a , PROJECT MANAGER : TM IF AWN : DR ILI ILL DR Hs M ice' ILL ill / / ' ` -,'{ rc � � CHECKED : TM 2' H . �• � EF � • .• I 4 : WATER 1 1 KI PA _ • PROJ . N0 . 1629 MN SKIRTED \ \ fAll, \ 1 , y PA / _ • \ wx, / T • TO / ( DATE : 1 1 /28 /2016 EF_ ' ' • , EF \ i C U N D - Y x 0' BT 4" — — — � + 36' ' HT . EF � � SCALE : 1 "= 10' -0" FUTURE .� • • • MOUND J - MN A r. � J E INIT . v . C )iB NA K � ._ . 14' HT . SK D EF I EF W REVISIONS : CVWD SUBMITTAL O • E I W S : M EF BL 1 •T EF I TC I ' LL - �,� .� ., � .. . . 3' :; � o , �y`� rti 1ST 12 / 16 / 16 DR - T " . NOE - - - � N - - we SKIRTEDFloor CVWD 2nd UR 14 HT 16' HT . SKIRT 0 0 SUBMITTAL 3/ 27/ 17 DR LA� EF EF EF PLAN CHECK SKIRTED • Q ' Q 33 CORRECTION 4/ 10/ 17 DR O CVWD FINAL --� i � Itttt� Itttt� OAPPROVEDSET 4/ 17 / 17 DR AG . COMMISSIONER / UM W Al CITY SUBMITTAL 5 /2/ 17 DR CVWD LANDSCAPE APPROVAL These plans hove oeen reviewed by the Coachella Valley Water - District In accordance with California Governemni Code , Section NOTE : TREE NOTE : 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency ( City or County) . SHEET NO : TREES , PLANT, WALLS , SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND ALL TREES TO BE SINGLE LEADER , LOW SEE SHEET L-5 . 01 FOR PLANTING & val SHALL NOT BE PLANTED , INSTALLED OR BUILT IN CVWD AND USBR EASEMENT BRANCHING WITH SIDE BRANCHING TO to encroach of this drawing and by USBR Righfdoesnptcrees,constitute walls, LIGHTING LEGEND S T R iC� to encroach into district and USBR Rights-of-Way. Trees, plans, walls, OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT FROM CVWD . REMAIN . PER ARIZONA NURSERY STANDARDS . NORTH and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining � — r • 0 0 SCALE : 1 = 10 .O an encroachmeni permit from CVWD . J CONTINGENCY NOTE : CVWD NOTE : GRAPHIC SCALE t ( ; LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO b % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR Date o t WAr MANAGEMENT P R ENT ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLU DING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , L43fi30 ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT 30' 2D' 10, 5' 0 CVWD Plan ii EV OPMENTS fgIn DEPARTMENT 9 / So / d ■ ■ ■ ■ ■ ■� � ■ ■ ■ ■ ■ ■ ■ In Q ARKIN G _ PLANT SCHEDULE PHASE 4 POOL ■ rNQ _ / ' \ TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS ■ \\\ PARKING I PARKINSONIAX HYBRID ' AZT' ' AZT' THORNLESS PALO VERDE 24" BOX LOW 0. 2 2 ■ �� J\ �' ' ® PARKING LIMI PROSOPIS PHOENIX HYBRID MESQUITE HYBRID MESQUITE 36"BOX LOW 0 .2 3 ■ ■ r 1 B(l/�O/NG 74 LANDSCAPE ARCHITECTS , INC .Cy� ■ , � ■ 73061 EL PASEO, SUITE 210 PALM / � �" °\ \0 ■ DESERT, CA 92260 � VITEX TRIFOLIA PURPUREA ' FASCINATION' ARABIAN LILAC 24" BOX LOW 0 . 2 1 j\ ■ ( 760 ) 568-3624 a a ` : NoerH ?O ., 0 ( 760 ) 773-5615 FAX V , /'` �r ����a ° . a � _- - ■ a �_� iPA E-MAIL : rga@rga-pd . com PALM TREES BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS J� J / I PHOENIX DACTYLIFERA DATE PALM + 16' HTS MOD 0 .5 3 SHOVEL CUT H r / ° °VbG ° D® ST ° WATER ` �\ VSEWIRZ SHADE Go r 5UC RE O . 00 -0 3Q3T , WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 12' - 20' BTH MOD 0. 5 15 6- SKIRTED AT GOLF COURSE SIDE, 10 - ■ ti BROWN TRUNK HT. ■ /- p oE� ■ L , . REC �08! /2 O . R . ,40 L -J ■ ✓ �� 0 - jX � ° � ° s SHRUBS BOTANICAL NAME COMMONNAME SIZE WATER USE QTY REMARKS 7 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � b BM BAILEYA MULTIRADIATA DESERT MARIGOLD 1 GAL LOW 0. 2 6 L.L � y\� ` / so- b BL BOUGAINVILLEA X % LA JOLLA' BOUGAINVILLEA 5 GAL MOD 0. 5 7 0 {AM ; ° ' < C` � . _ / \� . J CB CARISS C Q KEY MAP Pj AMA R CARPA ' BOXWOOD BEAUTY' BEAUTY NATAL PLUM 5GAL MOD 0. 5 13 SEE L-0.00 FOR OVERALL PROJECT KEY MAP J Q w t / °� EF ENCELIA FARINOSA BRITTLE BUSH 1 GAL LOW 0 .2 24 I °f�� < r; LT LANTANA CAMARA TEENIE GENIE TEENIE GENIE LANTANA 5 GAL MOD 0. 5 3 Uj U\ axP / ° LC2 LANTANA CAMARA ' CONFETTI' CONFETTI SPREDING LANTANA 5GAL MOD 0. 5 4 r ° \ ° LAM LANTANA MONTEVIDENSIS PURPLE LANTANA 5GAL MOD 0. 5 10 PLANT NOTES : LAIR LARREA TRIDENTATA CREOSOTE BUSH 5 GAL LOW 0 . 2 1 J LFL LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE 5 GAL LOW 0.2 8 1 . PLANT QUANTITY : LIST IS PROVIDED FOR THE CONVENIENCE OF THE mi W ° Q 0 / I 9 TC TECOMA STAINS YELLOW BELLS 15 GAL LOW 0.2 16 CONTRACTOR /CLIENT AND IS NOT INTENDED FOR ACCURATE BIDDING �LL] O W Z G �/ = a • ° PURPOSES . � � W 14° a G CACTI BOTANICAL NAME COMMON NAME SIZE WATER USE QTY REMARKS " AV AGAVE ANGUSTIFOLIA VARIEGATA VARIEGATED CENTURY PLANT 15 GAL LOW 0 . 2 6 2 , LANDSCAPE ARCHITECT : SHALL FIELD REVIEW ALL PLANT LOCATIONS PRIOR Q TO PLANTING , PLANTS SHALL BE PLACED IN THEIR INTENDED LOCATIONS WHILE W Z w DW DASYLIRION WHEELERI GREY DESERT SPOON 15 GAL LOW 0. 2 11 8 � � • ` STILL IN THEIR CONTAINERS / BOXES . � � a FS FOUQUIERIA SPLENDENS OCOTILLO 5' MIN , LOW 0. 2 3 10 CANE MIN . 51HT MIN . J �9 � . - 1 HIS HESPERALOE PARVIFLORA � BRAKELIGHTS' TM BRAKELIGHTS RED YUCCA 5 GAL LOW 0. 2 12 3 . UNIT PRICES : LANDSCAPE CONTRACTOR SHALL FURNISH UNIT PRICES FOR Lee - F\ - NN NOLINA NELSONII BLUE NOLINA 24" Box LOW 0. 2 6 15' - 8' TALL ALL PLANT MATERIAL AND IRRIGATION MATERIAL WHEN SUBMITTING HIS BID TO dA OB2 OPUNTIA BASILARIS BEAVERTAIL PRICKLYPEAR 5 GAL I LOW 0. 2 14 1 THE OWNER . ° ^ > 4 . WARNING : PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN I GROUND COVERS BOTANICAL NAME COMMON NAME CONT USE QTY 3 REMARKS APPROVED BY THE AGRICULTURAL COMMISSIONER 'S OFFICE , LANDSCAPE I- I ARTI F I C IAL TU RF W 1 , 135 SF ' SYNLAWN' SYN-ZOYSIA PREMIUM 250 CONTRACTOR , PLEASE CONTACT THE Z fii` AGRICULTURAL COMMISSIONER FOR APPROVAL . PLANT MATERIAL NOT COBBLE - 3" - 6" ' HICKORY CREEK' 2, 707SF AVAIL. THROUGH * SOUTHWEST BOULDER & CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND CIVIL a STONE' 760 328-5877 ACTION TAKEN , ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE J �JTH DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE, T COBBLE-1 MEXICAN BEACH ROJA 1 " - 3" FLAT 682 SF AVAIL. THROUGH ' SOUTHWEST BOULDER & � � s $% STONE' 760 328-5877 5 . MOUNDING : ALL MOUNDING INDICATED ON THIS PLANTING PLAN SHALL BE ~ U LU \ LAM MEXICAN BEACH BLACK 1 -1 /2 To 3 IN . 228 SF AVAIL. THROUGH BOULDER & CONSIDERED DECORATIVE, AND IS NOT INTENDED TO BE A PART OF THE SITE Iu O \ DRAINAGE SYSTEM. ALL MOUNDING SHALL BE INSTALLED SO THAT THE TOE OF \ \ \ STONE' 760 328-5877 THE MOUND IS A MINIMUM OF 18 INCHES FROM CURB OR A MINIMUM OF 3 °" FEET FROM ANY WALLS AND BUILDING , MOUNDING SLOPES SHALL NOT BE � STEEPER THAN 3 : 1 . LANDSCAPE ARCHITECT : L l� BOULDERS - HICKORY CREEK I I1 AVAIL. THROUGH SOUTH WEST BOULDER & STONE APPROX. QTY. 71 BOULDERS, SIZE RANGE 2'-4' SEE TREE NOTE . , NTH I II PHONE: 760 328-5877 PLAN FOR LOCATIONS �Q W ILIA- iC =3 DECOMPOSED DECOMPOSED GRANITE 3/8" MINUS W/ 11 % FINES, COLOR TO MATCH EXISTING PHASES. ALL TREES TO BE SINGLE LEADER , LOW BRANCHING WITH SIDE BRANCHING TO C ''�. -�`a., ,.- _. - - -'� GRANITE WETTED AND COMPACTED TO A 3" DEPTH . 5P - TO BE PLACED IN ALL PLANTING AREAS EXCEPT LAWN , AND COBBLE AREAS . CONTRACTOR TO SUPPLY SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. REMAIN , PER ARIZONA NURSERY STANDARDS . Dw /� \ � � - - - - NOTE : �yr� T7 11> ` REPLACE EXISTING PLANT MATERIAL AND IRRIGATION OF CAL,�P DAMAGED DURING CONSTRUCTION PER THIS PLAN . SPECIFICATIONS " o G , HEAD CCUW AS REQ � >,o SHEET ❑ BOOK s' ' ' �` � � \ � - � � � 7 LIGHTING LEGEND PROJECT MANAGER : TM 2., SYMBOL REMARKS QTY. DRAWN . DR TYPE-3 LARGE UPLIGHT KIRK SOMMER SALES 2-PL13 • 3 4�J LF #S626-BRONZE-120V-B-ALUM HOUSING CHECKED : TM TYPE4 BOLLARD LITELINES #TMB540-S-42-FL-120 - 42W FL INSTALL ON LITELINES STEEL TUBULAR POLE . 6 PROJ , N0 . 1629 i ' ■ ■ 4J ALUMINUM PAINTED FIXTURE SEE SPECIFICATIONS . J LFL ■ EF It TYPE-6 NITE STAR KIRK SOMMER SALES INSTALL ON POWER PIPE JUNCTION BOX WITH INTEGRAL 10 DATE: 1 1 /28/2016 Ll W NS-LED-E64-'OPTIC'-A9"STD FIN'- 12-11 -360SL TRANSFORMER WITH ' B' CAP . SEE SPECIFICATIONS. { SCALE : 1 "= 10'-0" .,�• . W,._� ®.a._ a IS ,. ® TYPE-1 PILASTER TOP LIGHT SPJ44-02B-BR-GLASS TO BE SELECTED-120V-26FL 26W FL 4 TYPE-14 UMI-21052-CATE INSTALL ON SPD-RSS-5018-16'-5. 5" -XX LIGMAN ROUND STRAIGHT REVISIONS : INIT, 5-50w-W-W30-120/277V-(2)-W/A50361 CATE 5 CLUSTERS USING 50W. LED , 41 DEGREE FLOODS 15OW HPS STEEL POLE . g CVWD SUBMITTAL QIS CKED-XX EACH FIXTURE HEAD REQUIRES A50361 ANTI -GLARE LOUVERS 1ST 12/ 16/ 16 DR Q 3 CVWD 2nd C ` TYPE # 15 18-29W-LED SPOT-BPP BROWN PATINA POWDER - SP-SPOT(20° - 60°) 18-29WFL 4 SUBMITTAL 3/27/ 17 DR PLAN CHECK LIMIT OF WORK OCORRECTION 4/ 10/ 17 DR NOTE:1 . COLOR SAMPLES TO BE SUBMITTED TO OWNER AND LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PAINT APPLICATION . CVWD FINAL APPROVED SET 4/ 17/ 17 DR 2. SEE FIXTURE SPECIFICATIONS FOR ADDITIONAL INFORMATION . 4 3. SEE SHEET L-8. 00 FOR LIGHTING DETAILS . AG , COMMISSIONER 0 & CITY SUBMITTAL 5/2/ 17 DR CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water � - District inaccordance with California ap ernemnt Code Section 65591 ett seq requiring efficient landscape and irrigation design In cooperation with the local governing agency (City or County) . SHEET N0 : Approval of this drav,+ing by CVWD staff does not constitute approval NORTH S T R to encroach into dislnct and USBR Rights-of-Way. Trees, plans, walls, and permanent structures of any kind may not be planted or installed SCALE : 1 GRAPHIC SCALE= 10 -0 in CVWD and USBR Easements or right-of-way without first obtaining L 5 0 ® 1 1 an encroachment permit from CVWD . CONTINGENCY NOTE : CVWD NOTE : 3 LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR 1 j dt j � ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , �-I Date WAT MANAGEMENTDEP R IENT ARCHITECT , ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT 30' 20' to' s o L436,31 tl µ 0, CVWD Plan Pt EV 5Piv1ENT S, ES DEPARTMENT D D Doo O � D D f $AD B • ti , �• PLANT SLIGHTLY ABOVE LANDSCAPE ARCHITECTS , INC . p DD8 D D �� D D n D �• a� SOIL LEVEL 73061 EL PASEO , SUITE 210 PALM p 0 �pD�° BOULDER DESERT, CA 92260 D. p�° � 8-3624 �� � � DAD°' D KEEP SOIL MOIST, NOT WET PLANT PIT DEPTH OF ROOT BALL COBBLE IN ( 760) 07)7365615 FAX DID p aAD8 o° � E-MAIL: rga@rga -pd . com -o � DEPRESSED GRADE IN �-0p�pa UNDISTURBED NATIVE SOIL ° Q CUT OFF TOP SECTION OF PLANT PIT 2 TIMES DIA , OF ROOT BALL \ ° FINISH STAKE DAMAGED BY HAMMERING N ° GRADE TREE TRUNK o CINCH TIES OR EQUAL AROUND TRUNK AND POLE VARIES -' ( 2J-2" BY 2" BY 10'-0" REDWOOD 12" PAST VINE BOTH SIDES TYP . - III - III - p STAKES OR LODGEPINE POLE �- I _- III III - IIIIII - III -I IIIIII - III O CIO ALL NATIVE PLANTS SHALL -_ III -_ III - III I IIIIIIIII- IIIIII - IIIIII - IIIIIIIIIIII - III - Z WALL ANCHOR AND SCREWS BE BACKFILLED WITH _ WITH 18 GAUGE GAL WIRE NATIVE SOIL ONLY — III — III — III I I — IIIIIIIII—IIIIII — III — III - I l —TYP . SOIL MIX FOR SUB-TROPICALS : q 2/3 NATIVE SOIL — III III— III — III- III III III - III J LU N WATER BASIN . 1 /3 KELLOGS NITROHUMUS - II FINISH GRADE NOTES * SUB GRADE Q U )0 D ROOT BALL ° - BURY BOULDER A MINIMUM OF 1/3 ITS HEIGHT BELOW GRADE. O BACKFILL MIX: (SEE SPECS.) ° LU - BOULDER SIZES TO BE APPROX. EQUAL IN ALL DIRECTIONS. 0 (ill UNDISTURBED NATIVE SOIL - PLACE AS NEAR AS APPLICABLE TO PLAN , FINAL LOCATION V) 12L w 0 Mill0 PLANT PIT AS DEEP AS ROOPLANT T BALL PIT 2 TIMES AS WIDE AS ROOT BALL ° 0 ° TO BE FIELD VERIFIED BY LANDSCAPE ARCHITECT. f� Q u NOTE: 0 Q 1 . ALL NATIVE TREES AND SHRUBS TO BE Co 0 VINE BACKFILLED WITH NATIVE SOIL ONLY . Q 00301 �� 2. SUB-TROPICAL TREES SHALL BE 1 I CL PLANTED WITH FERTILIZER TABLETS NOTE: STAKE DETAIL ONLY APPLIES FINISH GRADE �I00 (SEE SPECS . J TO STANDARD TRUNK TREES, LLI DOUBLE STAKE TREE DETAIL SHRUB PLANTING & VINE ESPALIER DETAIL i BOULDER AND COBBLE SWALE DETAIL 24" BOX 3: w PLANTING NOTES w w w O t PLANING PLAINS ME DIAGRAMMATIC FOR CLARITY OF FEADNQ PLANING E TO BE ADJUSTED IN LIST AB rE Y. d 2 FLAWOUAMTRY E PROVIDED FOR THE CONVENIENCE OF THE CON TACTOR/CUEN T AND IS NOT MENDED FOR ACCURATE BIDDING PURP08E8. 1 I t CONTRACTOR SHALL BE RESPONSIBLE FOR PFDVDNG PLANTS AS INDICATED ON LANDSCAPE ARCHITECT : ` THE PLANS. a MOUNDING AND ROUGH GRADE TO 1/10 FT. TO BE PROVIDED BY OTHEREL FLASH GRADE TO BE PROVIDED BY LANDSCAPE CONTRACTOR. 4 WHERE MOUNDING OCCURS ADJACENT TO STREET OR WALK$ SWALEB SHALL BE FORAM ALONG THE STREET OR WALK TO CONTROL IRRIGATION RUN OFF. HORIZONTAL PLANE / a BEFORE ANY PLANTS ARE LOCATED, ALL PLANTED AREAS ARE TO BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PRUNE FRONDS BELOW 1% SEPARATE ALL ANNUAL AND SHRUEI/GIROUNOOIVER AREAS FROM LAWN AREAS WITH HORIZONTAL PLANE s rEADETBOARDAS SPECIFIED OR APPROVED 6Y LANDSCAPE ARCHITECT PER IS A STANDARD _ ' 7. WHERE CIRCUMSTANCES PERMIT, DO NOT PLANT TREES CL08E R THAN 5 (FIVE FEET) TO AN EDGE OF PAVINA HEAD6EOATD OR ROOF LINE ANY TREE RANTED WITHIN V OF HARDSCAPE SURFACE (EDGE OF SDEWALK, WALLA CURES, ETC) Must �9p REND n Qy� !�I FRONDS TO REMAIN FOR NATURAL SKIRTING H`VE �RROOT BAR�ENSTALLEDAT TIME OFPLANTNGPERMANlFACTURE'S F OF CA`\� O SPER CCATIONS, ]EXCLUDING PROJECTS IN PALM DESERT PER DIRECTIVE OF CRY PALM DESERT LANDSCAPE MANAGER. (SEE DETAIL) IL DO NOT RANT SF1:11B8 CLOSER THAN S' (THREE FEET) TO AN EDGE OF PAVING OR f I HEADBfBOAR D, OR W FROM LANDSCAPE LIGHT FDITUFES. 9. REMOVE ESPAL8RED PLANTS FROM THEIR TRAINING FRAMEWORCS AND ATTACH TO I`I I THE WALL AGAINST WHICH THEY ARE PLANTED. ATTACH RANTS N THE BARE SPECIFICATIONS PATTERN THEY HAVE SEEN TRAINED 10. F RECU I ED, THE OWNER OR OWNER'S RERTESENTATNE SHALL MEW PLANE Ti THE APPROPRIATE PLANNING AND AGRICULTURE DEPARTMENTS PRIOR TO SUBMITTAL rOR BEFORE xGP��IN SHEET ❑ BOOK n BEFORE BACKFLLNG THE ROOT BALL, WATER THE RANT N THE HOLE AND THEN PROCEED WITH BACKFILLM LIGHTING NOTES PROJECT MANAGER : TM 'L ALL WORK AND MATERIALS SHALL CONFORM To LOCAL CODES AND ARE DRAWN : D R SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR OTHER FlATIVE OF OWNS CHECKED : TM 2 ALL LIGHT F"U E LOCATIONS AM SHOWN DIAGRAMMATICALLY ON THIS RAPE ACTUAL LOCATIONS SHALL BE DETERMINED N THE FE LD AND APPROVED BY THE LANDSCAPE ARCHITECT AFTER TREES HAVE SEEN PLANTED PROD . N0 . 1629 a Wmnilim LISTED AM FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND TAMP & WATER-SETTLE TAMP & WATER-SETTLE _ ARE NOT MENDED D FOR ACCURATE BIDDING U USE: CONTRACTOR IS RESPONSIBLE WHILE PLANTING WHILE PLANTING FORELLIGHT ILKGHITA8ALLBEEDONTHEPLANS DATE : 11 /28/2016 4, ALL LIGHT FDlTU1FE8 SHALL BE LOCATED AT A MNLUUAA OF 5 (FINE FEET) FROM POOL SPA LAKE OR FOUNTAIN EDGE ALL LIGHTS WHICH ARE INSTALLED WITHIN 10' MEN FEET) OF wATE % EDGE TO HAVE GR SCALE :Ill INSTALL INSTALL CONVENIENCE OUTLETS AS LOW AS LOCAL CODES PEil _ S. INSTALL ELECTRICAL CONDUIT TO THE EDGE OF PLANTING ARIA 80 AS NOT TO I N IT . FINISH GRADE FINISH GRADE INTERFERE WITH RANT HOLE B(CAVATION. CONDUITS N THE WAY OF THREE REVISIONS : HOLES SHALL BE RELOCATED AT NO EXTRA CHARGE CVWD SUBMITTAL 7. LIGHT FDITU EB ARE TO BE LOCATED NO CLOSER THAN Ir (BIDE INCH ) FROM 01 ST 12/ 16/ 16 D R VARIES VARIES THE EDGE OF PAYING AND LAWN AREAS a INSTALL PHOTOELECTRIC SWITCH WITH TIMER SHUT-0FF. MANUAL OVERRIDE CVWD 2n d 070 BACKFILL WITH NATIVE SOIL BACKFILL WITH NATIVE SOIL SWITCH TO BE LOCATED PRIOR TONITTALLATDN COORDNATE LOCATION OF SUBMITTAL 3/27/ 17 DR PFFFFF SWITCHES WITH OWNER 9, ALL LIGHT FDMJRES TO SE INSTALLED PER MAN FACTUREIRB SPECIFICATIONS, PLAN CHECK SEE HEIGHT OF PALM 1 T 10. MOUNT FIRUFESAS LOW ASPOSSBLE8CREE CWHEREPOSSBLE) WrtH CORRECTION 4/ 10/ 17 DR UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL PLANTING ROOT BALL ROOT BALL n ALL corD(Rrr To BE 1GCH 40 PVC Wmi GALVANIZED 90 118E BeJ_ 8P. GALVA STEELUL LIST 81111 OR BELOW GRADE JUNCTION BOXES, OR AS 2 x D IAVWD FINAL 2xDIA rl LISTED PER NECNECSPECFRCATi0N8. DAPPROVED SET 4/ 17/ 17 DR OF ROOT BALL 12 ALL CIRCUTN AND G, SWITCHING A CONNECTIONS TO BE BY ELECTRICAL OF ROOT BALL I�di1NO PLAN MICATT mTUFE LOCATIONS ONLY AND IB NOT AG . COMMISSIONER TR �TZ' mELcCTRCALPLAN 0 & CITY SUBMITTAL 5/2/ 17 DR CVWD LANDSCAPE APPROVAL ALL TREES TO BE SINGLE LEADER, LOW BRANCHING WITH SIDE BRANCHING These plans have been revievved by the Coachella Valley Water z PALM TREE DETAIL - NON SKIRTED PALM TREE DETAIL - SKIRTED TO REMAIN . PERARIZONANURSERYSTANDARDS . Disirfctinaccordance .viihCaliforniaGovernemntCode, Sectionn T 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County) . SHEET N0 : Approval of this drawing by CVWD staff does not constitute approval Cps T R t C� to encroach into distract and USER Rights-of-Way. Trees, plans; walls. and permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining � — . o nrit from CVWD. CONTINGENCY NOTE : CVWD NOTE : an encroachment pe ("�,LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS , CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR le L ---D N ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE Dole WAT MANAGEMENT DEP RThENT ARCHITECT, ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER . CURB , GUTTER , SIDEWALKS ,SI PLANTERS , GOAT S AND IRELATED IMPROVEMENTS NNCLUDING BUT NOT DSTAALLED TO DECORATIVE WITHIN CVWD AND /OR USSBR EASEMENT L436 :32 al = 4 CVWD Plan IT AEVKOPMENT S IQES DEPAPTMENT FILTER CLOTH OVER STONE 4" 1 1 /2" LAYER OF 1 1 /2" DIA . CRUSHED STONE a LANDSCAPE ARCHITECTS , INC . WATER PROOF POT 73061 EL PASEO , SUITE 210 PALM POT CENTER DESERT, CA 92260 ( 760) 568-3624 POT IRRIGATION STUBOUT ( 760) 773-5615 FAX SEE IRRIGATION PLAN E-MAIL : rga@rga-pd . com - - - — - - - - - 1 1 /2" PVC FLANG FILTER CLOTH OVER DRAIN s _III-I I AVING COBBLE t 1 . SET POTS 4" FROM WALL —III 2. CENTER ON WALL WHEN APPLIES I I I—III- 4" SLEEVE UNDER PAVING DECOMPOSED GRANITE 3, SEE DETAIL FOR , O CONNECT TO SUB IRRIGATION AND DRAINAGE SURFACE DRAIN SYSTEM Cam) jl NATIVE SOIL AREA : OPENING LEFT IN 4" PVC DRAIN PIPE o� w COBBLE TO BE 2 TIMES CONTAINER SIZE < � U DRIP EMITTER UJ PLAN VIEW SECTION �� O LJJ LU 0 O V) � LLLI z w � Q LLJ < Q PLANT IN COBBLE AREA - DETAIL POT IRRIGATION / DRAINAGE - DETAIL J CL C) LU 3: LD J � a H r , H LLI Lu LU O S Ez LANDSCAPE ARCHITECT : � CF CA1-RFD SPECIFICATIONS SHEET ❑ BOOK PROJECT MANAGER : TM DRAWN : DR CHECKED : TM PROJ . N0 . 1629 DATE: 11 /28/2016 SCALE : - REVISIONS : INIT . CVWD SUBMITTAL AlST 12/ 16 / 16 DR CVWD 2nd ASUBMITTAL 3/27/ 17 DR PLAN CHECK CORRECTION 4/ 10/ 17 DR CVWD FINAL AAPPROVED SET 4/ 17/ 17 DR AG , COMMISSIONER A & CITY SUBMITTAL 5/2/ 17 DR CVWD LANDSCAPE APPROVAL These plans have been reviewed by the Coachella Valley Water - District in accordance with California Governemnt Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County) . SHEET N0 : Approval of this drawing by CVWD staff does not constitute approval O T T R ti CA to encroach into d strict and USER Rights-of-Way. Trees, plans, walls, and permanent strictures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining � — • 0 an encroachment permit from CVWD. CONTINGENCY NOTE : CVWD NOTE : LANDSCAPE CONTRACTOR SHALL INCLUDE A CONTINGENCY EQUAL TO 6 % OF THEIR BID TO PROVIDE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD OR USBR EASEMENTS . CVWD WILL NOT BE RESPONSIBLE FOR CHANGE OR 9 Dote WATDR MANAGEMENT DEP R ENT ADDITIONAL WORK OR MATERIALS DURING CONSTRUCTION IF REQUESTED BY OWNER OR LANDSCAPE REPLACEMENT OF ANY SURFACE IMPROVEMENTS , INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING , r� �+ ARCHITECT . ANY CONTINGENCY FUNDS NOT USED SHALL BE REMITTED TO OWNER , CURB , GUTTER , SIDEWALKS , PLANTERS , GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND / OR USBR EASEMENT L436,33 CVWD Plan # EV r OPMENT S X S DEPARTMENT