Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Whitewater River Bridge at Portola Ave_1
RIVERSIDE OFFICE �t� $ F 374410TH STREET SUITE 200 �Q� P�0soly LANDSCAPE ARCHITECTURE RIVERSIDE, CA 92501 ~ ,• 951.683.1283 FAX 951.683.4352 j L E-MAIL: I DLA CI DLAI NC.COM 30/09 R Lfk ro on e \ IAN DAVIDSON LANDSCAPE ARCHITECTURE CALIFORNIA REGISTRATION NO.2651 , t i•' �� } ) 1 r r r 1 / ; c f fi LIMITS O r� i j! � ) � r ;� LIMITS O Y�10 r i ,r i { fif r • rt„tf,1 I / ,• F rrr t` :• i .. w _.,.,.� ..."rr 1'�` € �� _.•., ,' r _.--- �.. ,r.' .x' ���t w'r' x: 1 u _5, �� i5 3, 4 : ra ,y'x4rr s` •� -'.t`r`c } / r :>'� ;{ {` �-�i%< 7 ,:pt.� r i S N.z��� "rt i S r: .r �.�;� v '��n �'� ��,• - ..p s,• ,a, `� ��" t ! _ I ,. � r � Mt k`.: �.�! q1 n.�.� � r<.•t'. � ,',t$ '1' y_ �' i ,-a�.• ¢ 3`':.f �,> A / f �• f' ! 3.�\�" "M1 .� -�2 a",.a ..,, p Jn,t.^ n. ,[ti;- L I O O ._...w - :c -a, F Y• .`';` S \t:`� k, ..t �r s, ,. ,..,r f �`.a:. t., i *a �'•� / '}'•• :.i` �"_' s,.�'�., a s z 3 �, a'1 -� t it } �:-s �. - t s i ]] r' O ,at ems..-,,,-.•.,.,, I I ,,.,,,.,__,..,_ .'.1 :.-' ,ir ir' ,� rV "•sa,� �0T "_�-.Ft ifft S -,iE�i'�v, ,v it x I r _..,...— f i �y f e ..-,._.ti..,�...,.,..».«...._._., ._.__..,.,wv....."""••Y....-__ ...r......, Jam, y .. FOR70LA FAR<NA*%lr t r + I f' , -_.__� ,_._ - -y_ ,` e � .t i ,,'t '�i l'i t �'t « i �y- +1 '�t ;•t �`� •t` �f _ '\ a,i� •�';t to �i �i t� � -�— S � - i ; I •1 + ' 3< •'� '` � •fit f � 1 t� 1, S t' 1 I I 1 1} 4 �. -_ - a. t- f i — �, f ' - r• _lam f J' i _ Lj LIM175 OF -w-�„ � —'t _�_ __ � .___..—,.�..•-�.w-"� —_ — t ' t' 'rf 1 if i t r f �•r i� j'� t i r, rf -�-- I , .„y t t , 4, w` , ..•,. is �K" .., ..,y ..__.... t �.`�,. 5 B d a « , r i' _.` y,.s,...a SO I N Y ,�....- I i '. —_. __._. -•+� '�I`�,•- �'„'�+ bra? r y , J./ ! I SEE i�� N � , i. S � � •,. t � ! i 1��-� �, rt ��r�� iF { ) s 3 i r PROP05ED P ANT I NC LECEND _ pppROVED - EP 5YM130L BOTANICAL NAME / COMMON NAME 51ZE / QUANTITY / COMMENTS WATER REG. BOTANICAL NAME / COMMON NAME SIZE / QUANTITY / COMMENTS WATER REQ. MATERIAL / 51ZE / QUANTITY SB�z 5HRue5 INERT CROLWC�� ' 50REENED ANGULAR GOBBLE, &"-12" STONES DALBERGIA 515500 / 515500 TREE 36" BOX / 3 / STAKE IF NEEDED M-0.5 O - / / L-O,2 t '' + AGAVE AMERIGANA HYBRID CENTURY PLANT 5-GALLON / 6 NA , ;f C15-7 50 FT - SEE DETAIL 3, SHEET 0-20 O - BOUGAINVILLEA SP. / BOUGAINVILLEA 5-GALLON / 26 / NA M-0.5 MELALEUGA QUINQUENERVIA / CAJEPUT TREE 36" BOX / 12 / STAKE IF NEEDED M-0.5 SCREENED ANGULAR GOBBLE, 3"-e," STONES - GAE5ALPINIA MEXIGANA / MEXICAN BIRD OF PARAD15E 5-6ALLON / 31 / NA L-0.2 2.655 5Q FT - SEE DETAIL 3, SHEET G-20 O - LIGU5TRUM LUGIDUM / GLO55Y PRIVET 5-GALLON / 16 / NA M-05 DECOMPOSED GRANITE - 3/8" MINUS W/ III FINES ACACIA STENOPHYLLA / SHOESTRING ACACIA 24" BOX / 4 / STAKE IF NEEDED L-0.2 DESERT GOLD / 16,913 50. FT. OO - LANTANA HYBRID / 'NEW GOLD' LANTANA I--GALLON / 58 / NA M-0.5 2'� DEPTH MIN. AFTER WATERING/TAMPER WASHINGTG7NIA ROBUSTA / MEXIGAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-O.5 O - TEGOMA 5TAN5 / YELLOW BELLS 5-GALLON / 6 / NA M-0.5 BAJA CRE5TA BOULDERS FROM SOUTHWE5T BOULDER AND STONE ® 2'-4' / 6 - SEE DETAIL 5, SHEET 0-20 NORTH RE-SEED / RE-50D EXISTING TURF DUE TO CONSTRUCTION - ANTIGONON LEPTOPUS / QUEEN'S WREATH 5-GALLON / 19 / NA L-0.2 PER THE CITY OF PALM DESERTS STANDARDS iiiii 40' 30' 20' 10, O 20, 4,0' 5GALE 111=20' C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN BY DRAWING APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY: CITY OF PALM DESERT FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE /\ IJD NO. CHECKED: FOR ENCROACHMENT PERMIT NO. PROJECT ENGINEER D !/jam\' DRAWN BY APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT „�, , ,�,�„ C-1 9 R T INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR RECOMMENDED: owe No. DIAL rm�gNO SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE APPROVAL OF ANY PORTION OF THE PROJECT AS TO DAYBBEpw 1 n MARK GREENWOOD, R.C.E. 57989 YOU CHECKED BY SHEET v7 THE ADEQUACY OF ITS INTENDED FUNCTION. °' DATE vaiDa�D PLANTING APPROVED CITY ENGINEER TOLLMEE aaoo��,adon PROJECT ENGINEER PLAN MP—CEIVED Of APUBLICSERVICE A 1JD TOTAL ENGINEERGENERA ANAGER CHIEF °' NO. REVISIONS APPROVED DATE UNDEROROUNDSERVICEALEIt� -"t TPtdEPiT .. RIVERSIDE OFFICE O�N�SC,ayo 37441oTH STREET SUITE 200 o oN 'gyp RIVERSIDE CA 92501 r r ` Ff , ' F LANDSCAPE ECTURE ARCHIT O J 'j 'f 951.683.1283 FAX 951.683.4352 EXISTING EUGALYPTU TO E-MAIL: I DLA CI DLAINC.COM °r ` gna ure y BE REMOVED (S TOTAL) EX I ST i NCB �30TTLE TREE 9f r on o e /; ! /;; ♦ EXISTING TREES TO ' ",` ' ♦` +` !► i I NGLUD I NCB SUCKERS TO BE REMOVED. IAN DAVIDSON REMAIN. (PROTECT IN CALIFORNIA CISTRA IONN E ( ;j ';� /t r� r� ? ♦ CALIFORNIAREGISTRATIONN0.2651 LIMITS OF W ,, ORK I PLACE) ' `> ♦'•f 't f GUT E3AGK EX I STI NCG 5000AI NV I LLEA - Tr i 4 , L I M I TS OF WORK z ' w , ♦v _. _ _ - , .µ . • .- . . .,. » _ __.. < ,:._ ST I NCB LA N17)SGAPE TO REMAIN Y. ., ., ... _.u—..+ro: .:c: ...asawrww.:: :C, "' .'s.:.+. .a., -. ,. .. r: r' - .,. .,_:.., h '�.x•. +, -.. t•,'`'_., -.,. w .. .k �''sx•„'.'n.,, ,...v.w+x^.�'1.:..r•es[ ailMnr.?x`. ':: `1" ,, .. :e !. 7' _ �'x ,, ,. ,.- ...._ ....., —...... _•'-'•'-•— __. ,.,....•. ....,_ '___..._.._-.-....W___ _....___.,....._.._..... " 1 -, ems. _ R� ` PCJRTOL.A �'' 1� Y ► Ff jo f I i i {• j 1 � i — I ,,, ,` ,' -,.S ',} l ,`t ' ;_}} ,S t (`` ,'i t t _1f ,t,t , t •` I , r_ OM . ... . - .,. ._._............. ....._..._..--� �_„�..._-� 'firs r i n .. - .. " _ _,44 - -. .� J r 1 r I I' Y R j I V w 9•. _..« •.' .w , i I 3 I .. ,,.. I J• VV/ t t I •i- i i " s } I } t , Ot, L ` I f F6RTOLA G UNTRY GL I, i LIMITS OF ,WORK PROPOSED PLANTI� LEGEND SYMBOL BOTANICAL NAME / COMMON NAME 51ZE / QUANTITY / COMMENTS WATER REG. BOTANICAL NAME / COMMON NAME SIZE / QUANTITY / COMMENTS WATER REG. MATERIAL / 51ZE / QUANTITY INERT SCREENED ANGULAR GOBBLE, W-12" 5TONE5 DALBERGIA 515500 / 515500 TREE 36" BOX / 3 / STAKE IF NEEDED M-0.5 O — AGAVE AMERICANA HYBRID / CENTURY PLANT 5—GALLON / 6 / NA L-0.2 r q5T 50 FT — SEE DETAIL 3, SHEET G-20 — BOUGAINVILLEA 5P. / BOUGAINVILLEA 5—GALLON / 26 / NA M-0.5 MELALEUCA GUINGUENERVIA / GAJEPUT TREE 36" BOX / 12 / STAKE IF NEEDED M-0.5 ,- I -s. SCREENED ANGULAR GOBBLE, 3 —W STONES — GAE5ALPINIA MEXIGANA / MEXICAN BIRD OF PARAD15E 5—GALLON / 31 / NA L-0.2 ' s -Ya 2.655 5G FT — SEE DETAIL 3, SHEET G-20 O — LICU5TRUM LUCIDUM / 6LO55Y PRIVET 5--6ALLON / I6 / NA M_O,5 :..„ DECOMPOSED GRANITE — 3/8" MINUS W/ IIX, FINES AGAGIA STENOPHYLLA / SHOESTRING AGAGIA 24" BOX / 4 / STAKE IF NEEDED L-0.2 DESERT COLD / I(MI3 50. FT. O — LANTANA HYBRID / 'NEW W GOLD' LANTANA I—GALLON / 58 / NA M-0.5 2" DEPTH MIN. AFTER ATERINC/TAMPER WASHINGTONIA ROBUSTA / MEXIGAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-0.5 O — TEGOMA 5TANS / YELLOW BELLS 5—GALLON / 6 / NA M-0.5 BAJA GRE5TA BOULDERS FROM SOUTHWEST BOULDER AND STONE 2-4' / 8 — SEE DETAIL 5, SHEET G-20 NORTH 14 RE—SEED / RE—SOD EX15TINO TURF DUE TO CONSTRUCTION — ANTICONON LEPTOPU5 / QUEEN'S WREATH 5—GALLON / IQ / NA L-0.2 t i PER THE CITY OF PALM DESERT 5 STANDARDS "%ii"% - 40' 30' 20' 10, 0 20, 40' 5GALE 1"=20' C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN BY C� Or PALM DESERT APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY: 'JD DRAWING FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE NO.FOR ENCROACHMENT PERMIT NO. CHECKED D I �! DRAWN BY C-20 APPROVAL R THIS DRAWING BY C.V.W.D. DOES NOT WHITEWATER RIVED BRIDGE AT PORTOLA AVE R T INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR RECOMMENDED: DWO No. DwKwvw � SS SHEET 20 APPROVAL OF ANY PORTION OF THE PROJECT AS TO o. DATE route D YSBEF R. CHECKED BY THE ADEQUACY OF ITS INTENDED FUNCTION. MARK GREENWOOD, R.C.E. 57989 PLANTING PLAN LSOPUT-2eao PROJECT ENGINEER APPROVED CITY ENGINEER TOLL FREE GENERAL MANAGER CHIEF ENGAPUBUCSERVICEBY IJD TOTAL INEER O• NO• REVISIONS APPROVED DATE UNDERGROUNDSERVICEAUERr OF 35 DRIVERSIDE OFFICE ��IDSCAjoF 374410TH STREET SUITE200 DSpy�' LANDSCAPE ARCHITECTURE RIVERS 1 D E, CA 92501 O NOTE: IF NEEDED STAKE SINGLE TREES 24" BOX AND 951.683.1283 FAX 951.683.4352 SMALLER. REMOVE N IRSERY 5TAKE5. E-MA I L: I D LA•I D LAI NC.COM * — re SMALLER. � pi on a �\ IN TURF AREAS LEAVE A BARE AREA LANDSCAPE DAVIDSON APPROX. 4 AWAY FROM TREE BASE IN ALL DIRECTIONS CALIFORNIA REGISTRATION No.2651 DO NOT STAKE NAILTI'S, UNLESS NEEDED DEPRE55ED WATERING BA51N PLANT 5HRU65 MINIMUM OF 3' FROM TO REMAIN DURING PLANT GINGH TIES (2 EACH) DO NOT CURB IN MEDIAN5, 2' FROM GURB/510EHALK5 E5TABL15HMENT PERIOD. GOEIBLE (FLAT 5112E UP) OVER TI6HTEN,ALLOW TREE TO MOVE 50MEWHAT TO BUILD BAGKFILL MIX PER 5PEG5. N CALIPER. r^ — SET ABOVE GRADE 2" TO 411 FILL BETHEEN GOBBLE WITH 1i" DECOMPOSED GRANITE SCREENED 21V2 ill LOD6E POLE PINE FIN15H GRADE PER CITY STANDARDS TREE STAKE (2 EAGH) SET 2' TO 4' ABOVE 6RADE =IIIII(=IIIIII I III II T II II IIIIII=IIIIII . IIIII) ROOT ZONE y.v „•:: •:-�:'•. ;.�:,^ ,}'..+,. DEPp99V ATERIN6 BA51N ::,..,•, ..:^ �• '... • • y a A i5y-, ��� `���aisr'•�:`,�;r^w':3:•<h':4'�•r���,.2.d n'^ � r�.•�%t a:•'•:'dry l� . REMOVE FROM TURF AREAS RING FINISH GRADING. IIIII I= =IIIIII ;'��•.;:.� •.:,a.:• -.g;�ra:;� .:��.: �,.-:�,,�-,.t: };�; ,r; �y,}�:DU �.��— 1 11=1 I I--,I 11=1 I I—I 11=11 I— —1 FINISH GRADE —III—III=III—III-1 I i III III I I__ I I I I IIBAGKFILL MIX PER SPECS.IIIIII= SEE SPECIFICATIONS. NATIVE UNDI5TURBED 501L IIIII=IIIIII=IIIfII= IIIIII 2X ROOTBALL a�� COMPACT Su DE NATIVE UNDISTURBED 501L C,0 5" MINIMUM SCREENED SAND BASE FOR PLANT PIT SIZE REFER 2X ROOTBALL TO SPECIFICATIONS. TREE INSTALLATION 2 SHRUB INSTALLATION 3 COBBLE IN SAND BASE PL SCALE: NTS PL SCALE: NTS PL SCALE: NTS 8'-12' VARIES 12'PAST VINE BOTH SIDE-5 TYP. WALL ANCHOR AND SCREN5 FINISH GRADE N Y4ITH 18 6AIJ6E GAL MIRE L x TYR • • • • �i� ry — 0 0 0 0 0 '-- = IIIII= IIII=lip IIIIII- N 0 -f = ALL CAVITIES AND VOIDS • • 5LOPED GRADE ARE TO BE BURIEV 40 VARIES 0 0 0 FINISH &RAVE 0 0 1/2 OF ON CENTER DISTANCE NOTE: N TO EDGE OF CURB, WALL OR _ PAV I N& 1) SPACE &ROUND COVER PLANTS PERTHIS I PLANT 0 CENTERS A RE NOT SHOWN ON PLAN. IIII= I (I=((IIIII I I III I III'' 0 LEVEL GRADE ALL CAVITIES AND V0105 076 00003 VINE 00 �) TRIANGULARLY SPACE PLANTS TYPICAL NOTE: ARE TO BE BURIED ON CENTER SPAGIN6. BOULDERS IN CLUSTERS ARE GRADE TO BE SET AT VARIED HEI& * ALL MEDIAN BOULDERS TO BE NO PLANT SPAGIN6 TO LEAVE ENOU&H H•1'S MORE THAN 12" HIGHER THAN GRADE AREA FOR MATURE SIZE PLANTS. 12" MIN IN MEDIANS, 2/3 ABOVE GRADE — — ROOT BALL CLEARANCE SPACE REQUIRED. 1/3 BELOW GRADE AT OTHER LOCATIONS PER CITY APPROVAL =IIIIII=IIIIII-IIIIII=IIIIII IIIII =l�llll- NATIVE UNDI5TURBED 501L 4 GROUND COVER SPACING 5 BOULDER DETAIL 6 VINE DETAIL PL SCALE: NTS PL SCALE: NTS PL SCALE: NTS C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN BY DRAWING APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY: FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE IJD CITY OF PALM DESERT N0. FOR ENCROACHMENT PERMIT NO. CHECKED: D 10 RTDRAWN BY C-21 APPROVAL R THIS DRAWING BY C.V.W.D. DOES NOT WHITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR RECOMMENDED DWO No. DM rMWORION° SS SHEET APPROVAL OF ANY PORTION OF THE PROJECT AS TO . BOKM DAY$9EMM THE ADEQUACY OF ITS INTENDED FUNCTION. ° MARK GREENWOOD, R.C.E. 57989 DATE YOU YOUDO 2� GENERAL MANAGER - CHIEF ENGINEER ERVICE APPROVED: CITY ENGINEER raLF1tEE 1---•�7_�ppp IJD PROJECT ENGINEER CHECKED BY PLANTING DETAILS R.C.E. OF A PRMNO A°• NO. REVISIONS APPROVED DATE UNDER°ROUND SERVICE ALERT TOTAL 35 I S - 'r: t 4.: D RIVERSIDE OFFICE ��p,NDSC4p t t 00 '�- _ CONNECT INTO EXI5TING I.511 _ ` L 374410TH STREET SUITE 2 c` osoy _, - _ . { } __ ,♦ LA CAPE ARCHITECTURE RIVERSIDE, CA 92501 N DS ` j �I IRRIGATION MAINLINE LOCATED= tea' f /+ 1 , ;'Y APPROXIMATELY q0' NORTH _ °` a 951 AI L: I DL FAX 9AI NC CO ,y J '• l ,,r A E-MAI L: I DLA�I DLAI NC.COM - , 0 09 _ �' i I ;'rf k,f,_, SIGNAL POLE. WIRE VA 'E"1�1T0 sq P`° r. 1 :l` ' } l EXI5TING CONTROLLER. V�Ri� F CoQ` r f / F Ij>` _.,_...__.,,,.,-. _ ... �_. IAN DAVIDSON OF CA-\` 1? EXACT LOCATION I N THE FIELD AND y ~� _ _._ - -µ LANDSCAPE ARCHITECTURE I � '` �' SIGNAL POLE.`~ f I ADJUST AS NECESSARY. y CALIFORNIA REGISTRATION N0.2651 f, ,, 2 _ i 4 7- ; EaUIi�l� T I b I NEN LEI67FND ,; ; -,, , I .., 5 1 f Iw'. �ti. 'i � j a � ' 1 - ' I 1 •_" ' ` r F- } 5`I'MB L MANUFAGTURER/M EL # 51 DETAIL K Y t [ _. ..-5... } -� 1 ..yam _ _ ,.-- _ r 1 f - «-w_ _ _ „- r {a' :,.., ,..._ _.�-w-_.__ _. ._M�___W_ IBGO T-580-70 BRONZE BA - U P - _:_ _ - ; ,; - _ - ,.W A, I� _ _,. a:_ N NZ BALL VALVE FULL PORT WITH PURPLE HA G 23 , J1 I. i_, _ _.:.. . __ t-=. SIZE �_ f _ _._ _ 7^- y 5 ,;�.•, '��.:.. 4, �; ,s9:. •:-r;<...... 1 :`- ---' ,..�__ i --.. __ a ---_}__,_W _ .,1..; .,>.,,,"I"" s' ..,y�,,.._.^ _ ..,_.. - �'i'- 15 - ,., i =- x ~ ,t: I, ,r..r * _,. _ _r 2 -. . �-, _ ,... _ _,E.. __. ,_ 1, __, __ RAIN BIRD 33DRG QU G I GK OUPLER WITH PURPLE COVER B G 23 _, ,_ r « _ - x O 3/ - ,...+,,-'.,y a,;,,.,.;,.,...w� •,-,...:: g{',.�.n o•.• w<...... w•• - .Fd�.. ,tea a,,. .-�.•' -.. ::.- ,.w_,<... :,_ - <.•,. a. �-^ .:}r� '�, .,r3,;.V' _"':.t.,,.,.,.«. - - - ..-._ »__....., __ «^,'. ..:. - --1 - -- - ---'- ., _ __.. _ i m t , 1. ...,r . er .-,.. _.: >.r, ,:.. _ ..w.,,.,v'+f. ci.1.e#.,. -......• •.-_:.:>`..n. ,r .,.«.....,-.-.. _.,_..,.__._. M _ n. }':.".y .t, =a+.% ¢��,�,,�� •..,j"`-'N,. c...,w: `fa.S 4,n.. ^} { E f.-r [, �,C:Y._._ _• 11 __-_ w • a _ -_ _ - w_ w.rr. �:; ,,.. n RAIN BIRD PEB SERIES 1/AL1/E WITH PURPLE HANDLE AND QKGHK 100 FILTER I G G 23 fix. . _ _ __ __ a _. K' .t. - ..a.y.�.,, -�. t y _ 5 . 1 f r- -...., K , , ,. , I-.. i S ...,,.. e:gex- x.e_k .:...al- •..... -+♦e-..._..,._._. ' .ct+-,.�,..»...,., -`".. :.,-.-.... '1 •"'4' } J / .�,. /-�• -�,... `•.> . ._.._-:<..___n- _T......_.�_...._ .--... .,.., _..._.. -.,s.-.,,,,, ,,, ,,,,,,,. ..v,, ,_..__-,.,_..,.__ s,-._.,.., -. ....,_.._ ... _..,._-__-_.., rs< .,", -..,wv,.m.wwn+.w^--., c',exxnz,---y..._cF,fx-m...n,:.ew::uumn.._ ._..:,..r,.�.n.u:s.:.wwu..»:.nw,nm.-rvn n�rw+..rnaa-%,;,ra„ .,... ..:.v,.. +: r 7i_ .>. ..,...». _ ...,..__.,Me ..tr. �,.< sxcc _. ._. - . ___J-.. .,,.__,....: '._„__- - a£vr'--w: . 4^-...:....:.-.,_ _,....,_-,...--.<,,.,,,,,..- �, ,-_,«.-..-.,,,_-.,-.-,.- ^,-_,^..<.. ...,.•,r_--.--_-__.-. -_'-,,,: -.-.w,-_.- -, - __�t.,•t .;. ...._„_.-t „__-^.., ._..-._ -._.......... ...._�� --...-.._... .__ ,i. ..,..__ ,,::.- „___ „,,,_.- _.._ _."'�.__. -__� ..._ _..,-_„_ __-__.I fF.,_,.-._ .<_..._.., p. w �- ._,,.._..,....<. ....>. _.,.G,._ _.�:,_...,.,_» _..._.,-. -• - ��F 11 - �- - - ' , _ _ RAIN BIRD XGZ I00 GOM DRIP ZONE KIT WITH PURPLE HANDLE I D, G 23 ' F' I'r r, i' Y j., r` �GONTRA CTOR1 SHALL REPAIR ,� IsREPLACE i 't, ' ` 11 'r fi it ,i `,, 11 % ij I I` r_ 5 11 II r / : EXISTING IRf�I AT,�ON DAMAG 17 BY ;i: _ _,. _ RE55URE MAINLINE, PURPLE - 18 MINI MUM COVER I E, G-23 _.___.__ GH 40 P1/G P '_- r_,__ T w._.I, I " J' t TUG G;C� 3HA�l..L BE I NTO ,, 1 CONS TI NNEGTION , 11 "t" 12" MINIMUM , t I EXISTING I RRI , =INN 5Y5TEM. . ALL WIRE ; CLASS 200 PVC NON-PRE55URE LATERAL LINE - COVER PLAN 51 ZE E, G-23 t , r f } t t r r !r r' 1r ' 1- } ._- L-<_.,-. -..-_ ... _ _ __:_;.� t. _ SH:., L BE MADE INPULL BOXES. _.__,__..____�._._,..._._.._. } - - - - - 1._._,_ ' _w � t ; _._.,.__.. . k - - I I PIPE/CONTROL OL WIRE SLEEVE, PURPLE 1811 MINIMUM COVER PER CHART E, G 23 4 .,, _,: ._... �,., i I , G O --,.___ _. ___._ __._ ._.. _ __ , ___._,_,_-_, _,__ 1 ? i f I I _ , f if 11 i ! �. I I , ;°_______..fl. __{--___.__.,-_._____ ___,�____, i I i _ _M __w_. Not Shown OF DIRECT BURIAL CONTROL W 1 RE WITH WATERPROOF CONNECTIONS ON5 (4 GA N/A _ __ ___ -_,_ ,_ r; v_ _. ._. :: t I i i ! I f I 5 i � � 'I 11 S f} I i i `' I 4 j { `1. i� �../FR I LER LE6-7END 4 v! i 1 I , i_. . 1 1 I t I 1 S t y I 1 S 1` :` �% �\. i i ' r r'T 1 1 -`k , ' WATER A.6 ' FOR rH 18 I TE I , RECL I MED F `s. A ,. � � ; � r INAT�R. CPNTRA"C.T4R, 'SHALL INSTALL 'PURPLE!.. ft `` '>, ENTRY DRIVE IRRIGATION SHALL $,E rAk . # FLOW (GPM) 5YM� L MANUEA URE /M EL N Z LE O GT OD O 5 DETAIL I ,, �f, T I t PIPING PERK'--GITY� __ +. _ _ .: _..__,_ -_,_.-____-.>. '_-,-____-...__,-,,1, _ __ _._ N 4 Q F _.-.L__ 2_..,.___ . __; F I EL ;'.; YE ZI.F I ED AND Gd NEGTED T� T ARrS. ALA �ALEs ArtD t R Z RA1� P I D L ' ) ' BODES` t f 4 T H TT TQ Alo: MASKED k. a l EX15 IR6 51i'�TEM. ,; \ � , lk TREE BUBBLERS --- . ,,. 1bPRIATELY. ; , 4 I 3 _T 1' ._� ______ ," , ,,,.---- --i 7�' ,.� _L_ 1, , .,,7N, _-, , , �, '�' -, _ ___ - _1__1_._ APPR _ - �i �-- ". - ---I;- ..__ ._____ 1_1 , � _�.,_ .-,�__:�_ ,7777_ 111 t __ t- I -1 11 , I j , ,t yk�_________, , ` __.,�_�, �.. J` r. k « -', € _ _. -� __j I r-, C,25 __ PINY I c ,:ate-.. ...� -. +, r a:,,,. -' - c..,,r-� r -F. ^.-"�..�-� ..t' r..,,,,-^"' _.�-_!.. ,::a,•- • ._--.v : �. . ..,.:_..- ,. . =-"' . 4 t ice.__....---• _ .. [p p >r � 7-,. - ___ _ { DRIP EMITTERS ON 5GH 80 RISERS ,.+-7`+.._• .,,: 1` ., / _. L_ _ .."- a "..e"..', ..,. `- ..<-., I _ _. -.•4. -. '�� I1 ,._ _., ,,,_.. "r ,_.r•••,.s� .----.,«...e� - ,.'.`assv.t - k } r x^~ ...:•" .. - ...,'... .,. .r'Y>,. - .. i _.t„_--h-.,.. I`I ..r.' m.. Army.lt- ,v�k e � ,�� - -.' .. . ,-e I ,4 s.••.: i. „_..;.,L , ...,. _.r......_ ..,....:w- :, ._.,..>_ '4' -cam: Cr+'1 �S (_.. ..,{ f f;� �„ „ i I.- _._.. r I j (-, -,.'°� 4, , ,. 1., .,,,:t 1._, ,. ...,ro <' e '.. 1,-w- _ .r,._ .._ .,fi"_ _ .r,,y�;..,_.<- .-_ „},,,w L, r'' �..' / - i <.f :c.;w._ s, r , _7 w 1 .,.-i t . . - r r _ �1 t. ___;:W ," ..-.<,....,. _- •._,. »... - ,.. ., ._ - , k'+._ .p':Y ♦�"-- � ,.v , _--„ __.,.. : ,>»� »__ �_..: �,.,_,-..- _.F_-_._ -.5_ i s I .. i _111- _r � -, _ _._. ., . .��_.-: :. �_,, 1�__ T - - - - _ ;° f OWSMITH SL220 PE H I -B 2 R PLANT 30 2 G 2 N/ GPH _. ,. t;y. _.. I ,_`4 i r `C i -- ..__ t _. __- 3 � (-.r , , ...1-^M j j s�°"�•" v., ;t`. ,,r .-i..,..# _{ 7 :i r� r� ,•r �It I _. w _ - �..� ES 4 }. __.. G _._ _ r - _..__,,_._ - - M_. �j �. r i _,.. f s- -t .,.,...-- .,, - ---- t t .. t >r �.s G TO DETAIL 11 _-. - -_,__.._ __� '" f r u,_.-. i_._ ... _....,._ I - r - w- a Ott, �4t4.�`. f5 t t i E F .''v� I 1 f �,r I I .-- 1 I _ __._. _______ Underground_� _ _- __�_._ _�___.,___r.__ _ _ \ ServlGe Alert __ �_ __.. _�____.__ _ _ ___.____..., _ __ _ __'. _._. w_ _�< _ - _ �_ 9 1.25 _- _ �___., I i; ,�; j # 5" I-8 WIRES N/A ! - .. ._ f - -_.. �� � r r -------__--'- ---- - O.�i i , f _.�._ _ _ _..__ _ _,...__� - ____ ,_ - ___, I PIPE - - _..�,._-, __ Y__ - i i ) -- ,,- ..'.. i \ - O.5 ! , t r Ga I I TOLL FREE � _ . _ _.__."..__ .__._.__-. r i � t ,� ,I ?;,;f t j n n { , - - _. I -__- _ 1 __.. 1.25 PIPE., ,..--.- _.__._. ��,__ ,,. j 1 tI�l 1� ,,� �lf, •�� �� �' `F. a 11 '�/O - __ 11, t , _.� LEEVE 7- 0.7r✓- PIPE ./ �_._ I 26 WIRES � ,�� � � �\ 11 2 S 5 = t 1 f �,,. __, _. __ __- - - I l -_. . .w.i i I s i �_4 I i \ ,. J _ 3 ; 'j;y ''' -- ,l i a' I 15" PIPE Q ` ,I ( .. __.._ _. _w S I ,Ij !Ii 11 li '}i 27-38 WIRES Ill PIPE 1 " 2 511 SLEEVE L ' p I r1 -500 t fi, , i / 1 _� . «. I I ;,Ir' �� _ � 1 SLEEVE - , t < PIPE• 311 3q 54 WIRES 12 PIPE , f Ir .� r r {4 I. i.l% - 'I' 'i � I } r`, �'� I ( 2.5" PILL 4 SLEEVE 1� ' s<,_._ ; :- �,; ;�3 . ►r } L � ! 11 55-100 WIRES Is"/211 PIPE 221-2C�00 CONNECT INTO EXI5TING 2 IRRIGATION MAINLINE ' {• ' `11 =",-, I 3 PIPE ~ I, �..._ Ii} �. �, i 6' SLEEVE AND CONTROL WIRING AT THIS APPROXIMATE - 'I I' I - II, K`--f � I' 4" PIPE 100+ WIRES 2.511 11 PIPE , -' ' , I 7 I , ; i 13 _ �:�- _ I 9 } } �� 11 u POINT. CONTRACTOR SHALL TAKE NEGE95AP i . ; ;? I ___._ ;y� I I L«_____ 6 PIPE 8 SLEEVE N/A 4 PIPE j ; ! Ij I I =, I Y-; �.° }I I TWO WORKING DAYS BEFORE YOU DIG MEASURES TO ENSURE CONNECTIONS INCLUDING i II I I H � ! I - I11! I; ' ! 8" PIPE 12" SLEEVE N/A 6" PIPE DRILLING THROUGH BLOCK WALLS AND DIGGING 'I ; ` i I' li -- 1 .` ; = _ 'I'� I IN RAISED PLANTER. VERIFY IN THE FIELD AND11 I 1 11 i1 t ' " '�_ •` IiI 1i 1 - i STATIC PRESSURE IS I •,r �s .,.r,,.,Q_ 71 ADJUST A5 NECESSARY. ; , �1 ` � . I I I °§^ r � ;, z,114 ? r, ,.,� j I MAINLINE AND VALVES SHOWN ALL EM I TTERS/BUBBLERS SHALL % ' ' OUTSIDE OF PLANTED AREAS FOR APPROX i MAYFLY '10 P51. BE PLACED UPHILL OF THE I' ka. ��� Y CLARITY ONLY. INSTALL ALL SHRUB/TREE BASE. ;' t s I 1; �- f I ; i•� INFORMATION RECEIVED FROM JIM ,% � t E , 4. '`''i WESTIN AT CVWD. CONTACT CAN BE ♦, I _�ram�; ` y, " . _h ' I RRI GAT I ON EQUIPMENT IN ADJACENT 1�t'., ` `� T O�--- C T � G�-- ;. ` ` `, 11 PLANTED AREAS EXCEPT WHERE REACHED AT: 760-3q8-2651. CONTRACTOR SHALL REPAIR AND REPLACE .� SLEEVING 15 SHOWN ON THE PLANS. CONTRACTOR SHALL VERIFY EX 15T I NG I RRI GATI ON DAMAGED BY L I M I T5 O J�10 R K ALL PIPES AND W 1 RE5 THAT MUST RUN PRESSURE PRIOR TO START OF STATION # CONSTRUCTION. CONNECTION SHALL BE INTO UNDER HARDSCAPE TO BE SLEEVED INSTALLATION. IF A PRESSURE EX 15T I NG I RRI GATI ON SYSTEMS. ALL WIRE IN 5CH 40 PVC SLEEVES ACCORDING RELATED 155UE 15 IDENTIFIED, NOTIFY CONNECTIONS SHALL BE MADE IN PULL BOXE5. TO THE SLEEVING CHART. LANDSCAPE ARCHITECT -^ _ - _,.__..z_..._ « _� _ ( SIZE ____.- !-__ ' -. ___,_._-..,.._____.._..___,_,-._ _,_„,._,_._._ _.,_, _,-___ _._. _,- ,._.--._ .•------: i _ -,_., .. .._ ... .. t i l I 1 i i I � ! I , , = i i 'GONNEG�.T 1 NT0 EXI5TING 2" I fiRI GATI ON,MA I NL ILIE ,j '` S :I � ` .` t I -'` � � i I`f I _,,> �` PPROXIMATELY 225' NORTA OF 50UTHERN L_ 1rIT I 11 t f_ j, j` _.<_ `_.__, _ '; _<_-_1- _ 1_11 __.. _- - _ -.. F / I�y�����"/���1� �j}��} ��/}��1 ,�(!/,//� (•yam ,1 ' i -. `. _.{ !} { �. 1 ,; .t ! { } i ' ';f, ,-._« I 1V 1�K• W I R�i--VA L i ES- j V EX I STI�NS /HOA - v 1 I i , I F .r'j,,. : r }`' , ? Q fiO j,s KY � CONTROLLER. VERIFY (N fiHE FIELD A1� ADJI'ST ' ' f , i ` .` 1 '+ { } { r I I i , f (( I A5 NECESSARY. f ;' I t '< ���' -- _ `` i ; ,' ' ,""!.. Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor r 11;" r i 1 :-. 1 _. 1. r j t . -..- -S ,.,-._..,- _.-,,...... -_-._.... „-'--"- ___.,.,_ ..-.--__ ,_ vnr....._,,.w:-FA ,.� _._,., _,._..." ..._ _.,._ _.... .._,.. ,._ .. ''t i f x- _ ___ __ - _. - 0.9 _._ ___,_,,_ 1 Y_ __r. _y' r' - Shrubs/ Tree dri I ,.....<.:............_..._...__.._,..-_...<..,<_.,.,.�.._.__,_...-._...._. _..__.-_.,_-._..._.__,...xvs.,-erg„-.....�r.....wW..,..,.w. -...> ........_._... --...._.__. .._....._....,..-.. I 0906 Combined �..._ __._-•-____�- p 2 _._E., i s....� �� �. i T _ w :: • -1 I 't :I I .` i.._ i" 11 "'Q.'>.. i , `___,_._......,,_<.r_ _"" f•-`-' _.-..,_, y _ - __..___t:..____._ ....t ..,5... -__ T'�.., 1''�'»t { �a,,r t __.,.._;._ \ � _�;..."` -_4`+? '"- -'. _- _,_ ___ ,_ _,. ._._ .._.: . _... _ _ _ _ , .. k• :; - Estimated ,, - _ t :��� �_ �..w Conversion Fa _,_____ ,. _ _ _. _ a Are _ __.__-_ _._.__,_ _.___,. _._ �_ IS {- _s c ors K.3 `> z __ _.._.._.___._._._�_.._ ____^.,� __-- _,:� _•_ I I- Zonal Eto Plant a ,., W ter U fiv � -.___.______-_,_ _---.-__----.__.,- __ __ �- ,, _...._.- - -. .__ -_ ---_ _. _ . _ -� _ -•t_..� -::�--.��-; - ��r.--��,� '�/ Season .. A___ _:. ;�.; �_.__ �.< �:.�, �---.-.,.s._ ,. �:�: -_ ��'` �.'�, •�-.� �;,- � 1,��y,f� ,.t- a r 0.62 748 Irr.Eff. 1 �., Value F cto S .1\ _ _.,,. _..__.._ __..-,- _.._._ ..-_._. _ _.._- .__ _.._.. ,,,_, _, , ! . -__._ .-,,�__«......�_._._ ,t.-, _,_��.�._-_:_ _ ___..._._-_r` _E �-__. �.__ �.. __ _�,�.-�.. ,,. -- - _ _ ,_ 19 0 68 8432 0.62 74 ,--►_ �,, N _ 1_4__-j_---i �... - -�... I - _.�_ :,�. ��;: �.` ,: r. P 9 8 0 75 120 40 .i A . .. __ _...- .- 1 =.: � �;•,- ' -� � 1. �, �. � �=�•� .,- � � ; r� � .� � ' �: � '-�� ��� �1. ;:���; Summer 46.21 0.58 10906 0.62 748 0.75 323.04 __,._�__ __. - ____,.,...._,_____-,.- - n i ;.._. _... _<_. _...: _._ _-..__..,...-,_------ -'--- -- ,«_•. _ _ _r /1 1 t � , s x a _- �,y ..,....__..,,. , ' ,,_ .t �-APPRO 105' - -- _ ._ .: i, �� Fall-winter 12 54 r f �� f x r rft ;;� CONTRACTOR SHALL REPAIR AND REF'LAGE X• _.__._._, _ _- ,a_-w <" � ,, ` `f \ r i � f; I 0 6 10906 0 6 8 0 75 90 69 7_ " `�.#� + ' i .- y __.._ 11w.. PLAN I RIAL AND 1RR1 __._.< __'->"__.,, , \?� i4 `u%* €NO,Il' lv EX15 I NG MATE GATI�3N J Total 534.13 - : J ..».,x„ .r_.-.. ; I i•- -- '_;... , 'M...: I '�..� i t __... .__._,._..,_,,......-...._....,... i ,.._..,.__._.._.._._._ L+}r/;, 11 4 _q / x�y';+ , ; t ?i' f"_^ ,4 ,�; .Fl `, ��,`*-,_... .r+;, 3 i t 1._,,.,.. ..,..«..-,____-»_... __` ti, t DT11'•1 GONNE O Xf�T� .,Z� -I �.' '�` i {!r i J i'wt n..t"-�.r'i L r I , r...., y i S. ':_ i i i I µ= ! *1i �! i }i; I II , Y j�k ,�,GED BY CTIONS INT N6- �,,�. f , IRRIGATION SY5TM5. ALL WIRE CONNECTIONS i I 1 ; . '•� `.;.y,4 _.y,, .k i i i - _, .' i I ( ( `'� , I t , I f f^ '.t-! �� I., I f r I } s....,..,:n._ ,_ ,..._........_.. - 1 i I I / ,1. I sHAI_� �N PULL BOXES. 1 i _ ,__._._____ __ .______-__ _ _,.._ _,. I ; , I0 .s+ Total Estimated Water Us • : < M r , i .--.-_;��_-. .__-_.._- -- <.__-_.,.� _._ �..,--i I I ; , } l , ,' r Use : 534.13 i Y i 1� � tj /,J. 'gip :d` I i 1 I I i�..d ` I i i f i Sr ft i})',.. a � • J I it` auk. r ! ! } E i" i } I f 4 C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN By APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY: CITY OE PALM DESERT DRAWING IJD N0. FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE FOR ENCROACHMENT PERMIT NO. CHECKED: PROJECT ENGINEER I DRAWN BY C-22 APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT ^^^^'ovw ^N.,,,,,,,,I SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR RECOMMENDED: DWG No. o"L rMWORIONO SHEET 22 APPROVAL OF ANY PORTION OF THE PROJECT AS TO o, sEPo� DAYS BEFORE IRRIGATION PLAN THE ADEQUACY OF ITS INTENDED FUNCTION. MARK GREENWOOD, R.C.E. 57989 DATE rI-1. YOU DIG CHECKED BY APPROVED CITY ENGINEER TOLL FREE APUWQSERVICEBY 1-000-2z72eoD PROJECT ENGINEER IJD OF o. NO. REVISIONS APPROVED DATE u"DERaROUNDSERACEALERf TOTAL 35 DRIVERSIDE OFFICE Q�,�IUSCgpF 374410TH STREET SUITE 200 IDS N '� LANDSCAPE ARCHITECTURE RIVERSIDE, CA92501 )• �� 951.683.1283 FAX 951-683.4352 E-MAI L: I DLA 01 DLAI NC.COM - i no ure J -I / 0/09 a e �� IAN DAVIDSON LANDSCAPE ARCH ITECT`URE CALIFORNIA REGISTRATION No.2651 NOTES: 2 2 NOTES: TEE OFF MAINLINE TO BE TEE OFF MAINLINE TO BE - SAME SIZE AS LATERAL A - 1 5SAME SIZE AS LATERAL /� UNE EXITING VALVE. BV QCV LINE EXITING VALVE. A 1 ONLY REDUCE PIPE SIZE 2 ONLY REDUCE PIPE SIZE 2 AT VALVE. SIZE VALVE AT VALVE. SIZE VALVE I BOX FOR ALL EQUIPMENT * 6"-12" 13 BOX FOR ALL EQUIPMENT TO FIT WITH EASY ACCESS TO FIT WITH EASY ACCESS TO BALL VALVE AND I 3 TO BALL VALVE AND I I 3 FILTER FOR CLEANING. { p * FILTER FOR CLEANING. + + I t t t tQt.. - f i l } -: ,. _ x } . 4 5 ,} 4 r fvj 14 I 7: 1. ,.. 18 MIN. _ 10 10 _. 16 3 5 7 11 1 6 3 1 s"-24" 12 18"-24" 18"-24" 12 8 NOTE: USE TEFLON 4 7 9 2 9 TAPE ON ALL MALE 11 PIPE THREADS. 8 r 2" 6 15 1 13 4 16 17 7 °° ° °°��°p 6 10 6 15 18 16 1 13 4 7 7 '° °° ° I. ELECTRIC CONTROL VALVE PER LEGEND 9. PVC LATERAL LINE PER LEGEND 4 I. ELECTRIC CONTROL VALVE PER LEGEND 9. PVC LATERAL LINE PER LEGEND 2. 'JUMBO' PURPLE PLASTIC VALVE BOX WITH 10. PVPVC, 5GH 40 ELL - 5x5 I. RECTANGULAR PURPLE PLASTIC VALVE BOX W/LOCKING LI 1. 10" ROUND PURPLE PLASTIC VALVE 8. PVC SGH 40 ELL - TxT 2. 'JUMBO' PURPLE PLASTIC VALVE BOX WITH 10. PVC 50H 40 ELL - 5x5 BOLT-DOWN LID, HEAT BRAND STATION 11. PVC MAINLINE PER LEGEND - TYP 2. HEAT BRAND "BV" ON LID IN 2" HIGH GHARAGTERS BOX WITH LOCKING LID, PURPLE q. SGH 40 PVC, MAINLINE FITTING BOLT-DOWN LID, HEAT BRAND STATION II. PVC MAINLINE PER LEGEND - TYP NUMBER ON LID IN 2" HIGH CHARACTERS 12. 5GH 40 PVC MAINLINE FITTING 5. FIN15H GRADE 2. HEAT BRAND "QCV" ON LID 10. PVC 5GH 40 MAINLINE PIPING NUMBER ON LID IN 2" HIGH CHARACTERS 12. SGH 40 PVC MAINLINE FITTING 3. FINISH GRADE 13. 5/4" CRUSHED ROCK - 6" DEEP 4. 5/4" CRUSHED ROCK - 4" DEPTH IN 2" HIGH CHARACTERS PER EQUIPMENT LEGEND 3. FIN15H GRADE 15. 5/4" CRUSHED ROCK - 6" DEEP 4. PVC, 50H 40 MALE ADAPTER 14. 'CHRI5TY5' I.D. TAG OR EQUAL NOTE: 3. FIN15H GRADE 11. WALK, CURB, OR WALL, 5. BALL VALVE PER IRRIGATION PLAN ETC. 4. FILTER PER LEGEND 14. 'GHR15TY5' I.D. TAG OR EQUAL 5. WATERPROOF WIRE CONNECTOR WITH 36" 15. BALL VALVE** USE TEFLON TAPE 4. 5/4 CRUSHED ROCK 4 DEEP 12. #4 REBAR, IS MINIMUM 6. COMMON BRICK - 4 REQUIRED �� �� it5. WATERPROOF WIRE CONNECTOR WITH 36" 15. BALL VALVE - LINE SIZE COILED EXPANSION LOOP I6. FILTER PER LEGEND'�� ON ALL MALE PIPE 7. 50H 40 PVC MALE ADAPTER - 2 REQUIRED 5. QUICK COUPLER PER LEGEND LENGTH SUPPORT STAKE COILED EXPANSION LOOP 16. 5GH 40 PVC FEMALE ADAPTER 6. WIRES FROM CONTROLLER 8 '?. PRESSURE REGULATOR . MAINLINE PIPING PER IRRIGATION PLAN THREADS. 6. PVC 5GH 80 NIPPLE 15. 5TAINLE55 STEEL CLAMP - 2 6. WIRE5 FROM CONTROLLER 7. COMMON WIRE TO OTHER VALVES ON ci. VALVE BOX EXTEN51ON(5) AS REQUIRED LENGTH AS REQUIRED 1/2" IN TURF AREAS 7. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER 1/2" IN TURF, 2" IN PLANTER 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS 7. PVC 5GH 40 STREET ELL 2" IN SHRUB AREAS. SAME CONTROLLER 1/2" IN TURF, 2" IN PLANTER 8. COMMON BRICK - 4 REQUIRED TxT 8. COMMON BRICK - 4 REQUIRED INCLUDED IN DRIP ZONE KIT BALL VALVE aU I C K COUPLER E3UBBL�R CONTROL ROL VALVE D DRIP CONTROL VALVE NOTE: ADD (2) DEEP BUBBLER OI SINGLE-OUTLET EMITTER: 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. Tr�nck�ing . II�D LRED. REFER TO PALM PER LEGEND 2. BACKBONE LATERAL- SCHEDULE 40 PVC, PIPE + t + + + + + + t t ♦ E. ♦ t + ♦ + ♦ ♦ 1 s '+ + + + + + + + t + + + + + + + t + + 3. FLU5HVALVESEEDETAILTH155HEET + + + + + + + + + + + + + + + + + + + s } + ♦ ♦ ♦ + + + + + t t + + ♦ + t + ♦ + 4. DRIP LATERAL - SCHEDULE 40 PVC PIPE + + + + + + + ♦ + + ♦ ♦ + + + + + + + I I Z 3 `} 5. BOUNDARY FOR DRIP VALVE ZONE + + + + + + + + + + ♦ + 6. SHRUB EMITTER PER DETAIL TH15 5HEET O POLYFLEX RISER: RAIN 7• IRRIGATION MAINLINE v S.. ♦t+t+t+♦++♦♦++++++t+ ♦+++++t+++++++♦+♦+ I DEEP l2) BIRD PFR-12 (LENGTH Q !,! t+++++++++++++++ + + + + + + + + + + _ Ul + + + + + ♦ + + + + + + + + + + + + + 2 AS REQUIRED) t t ♦ + + t + + + + + + t t + + + + + 18 -I III_ L + + + t ♦ + + t ♦ t + t + + + + + t + N + t + + + + + ♦ + t + t + + t + + + + + + + + + + ♦ + + 3 I I o - O3 FINISH GRADE 4 + ♦ + ♦ + ♦ + ♦ t + t + ♦ + + + ♦ t + 12 t t t + + + + t t + + + + + + + + + ♦ + + + ♦ + + t + + + + + + + + + 4 i O t + tt + + + + + t + t ♦ ♦ + + ♦ + 4 8 II-a-� 6 O OI/2-INGHXPOLYFLEX + t + + + + + + + + + + RISER ADAPTER: RAIN BIRD FRA-050 -•r - 6 t ? ' -� O5 PVC 5GH 40 TEE OR 4 SHALLow (1) ELL 5 W O PVC LATERAL PIPE SECTION PLAN VIE 211Fi L y, t• ~ •• � �••, t 2C) -0 (D C 11 y Y. '• + GccEND 0 I, EMITTER HEAD PER LEGEND. 6. PVG COUPLING. a 4 'j / O INSTALL ON 1/2" PVC 50H 80 RISER, 7• ROOT BALL. a , 0 61I SECTION / ELEVATION 2. GLA55 200 PVG LATERAL TO _0(DC 6D EMITTER HEAD. 8. BAGKFILL MATERIAL. a 2 :�o 1. HARP50APE (TYP)/FINISH GRADE 5. GLA55 200 LATERAL FROM VALVE. ,I UNDISTERBED NATIVE SOIL a0 2. GLEAN BAGKFILL - 40GOMPAGTION REQUIRED - 51~E SPECS �✓ 3 3. SAND (TYP) 4. FINISH GRADE. ___0 4. NON-PRE55URE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL 5. EMITTER HEAD PER LEGEND. 0 5. PRE55URE MAINLINE SLEEVE (SIZE PER CHART)/PRE55URE MAINLINE INSTALL ON 1/2" PVC 5GH 80 RISER. 6 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART)/CONTROL 4 WIRE ADJACENT TO MAINLINE NOTE: 7. COMMUNICATION GABLE IN I I/4" 5GH 80 SLEEVE W/NO SPLICES FROM CONTROLLER ELIMINATE SHALLOW PIPES IF ROOT BALL 5 TO CONTROLLER. 15 SET NITHIN L IN5TALL SHAL " OF FIN15H &RADE AND Notes: OW EMITTERS ON GRADE. 6 No All sleeves to be 50H 80 PVC. Size all sleeves per sieeving chart on plans. Extend sleeves 12" beyond edgge of hardscope on both ends. Reclaimed water sleeves to be minimum 42"-48" deep For per Water District Standards where applicable). SLEEV I N6/TR;=N0H I N& TREE BUBBLER G DRIP EMITTER H TYP I GAL DRIP LAYOUT C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK No, DESIGN By APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY; CITY OE PALM DESERT DRNO NG FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE IJD FOR ENCROACHMENT PERMIT NO. CHECKEDPROJECT tNGINEER DRAWN By C-23 APPROVAL R THIS DRAWING TR C.V.W.D. DOES NOT D R T^^^^^"^� 8S WHITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR DWG No. 00LrwowoRaHo APPROVAL OF ANY PORTION OF THE PROJECT AS TO RECOMMENDED: DIRECTOR -OF ENGINEERING R.C.E. o. MORE DAYS BtFC THE ADEQUACY OF ITS INTENDED FUNCTION. DATE YOU DO YOUR SHEET 23 MARK GREENWOOD, R.C.E. 57989 CHECKED 6Y IRRIGATION DETAILS J APPROVED: CITY ENGINEER rouFREE +-eoo�-moo PROJECT ENGINEER OF GENERAL !MANAGER - CHIEF ENGINEER A PUBLIC LIERVICE eyiJD R.C.E. °• NO. REVISIONS APPROVED DATE UNDEROROUNDSEF:VICE ALERT 35 D RIVERSIDE OFFICE �Q�NDSCA I;. 374410TH STREET SUITE 200 INSTALL AT END OF ALL DRIP LA-rERAL RUNS c LANDsc.- ARCHITECTURE RIVERSIDE, CA 92501 951.683.1283 FAX 951.683.4352 LE-MAIL: I DLA CI DLAI NC.COM - P no ure J -- s/ 0/09 pi tion a. IAN DAVIDSON HEAT BRAND OF FLUSH ADV IN 2 HIGH LANDSCAPE ARCHITECTURE CALIFORNIA REGISTRATION No. LETTERS ON VALVE BOX COVER ��-FINISH GRADE COMPRESSION FLUSH GAP: RAIN BIRD OF-21 1/2-INCH POLY PIPE (LENGTH AS REQUIRED) COMPRESSION ADAPTER 1/2 8 O O THREADED PVC TO GOMPRE5510N 1/2—INCH PVC, 50H 60 NIPPLE (LEN(5TH AS REGUIRCD) PVG SGH 40 TEE OR ELL PVG LATERAL PIPE IRRIGATION SPECIFICATIONS: 12. ALL WIRES SHALL BE 50LID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AW6 #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES WHEN TWO OR I. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL MORE CONTROLLERS ARE ON THE PROJECT. I FLUSH VALVE APPLY FOR ALL PERMITS AND PAY SAME. 13. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSGAPE / PAVING SHALL BE ENCASED IN SIGH 40 PVC 5LEE1/E5. A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO SLEEVES SHALL BE SIZED ACCORDING TO THE 5LEEVING CHART ON THE PLANS. COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 14. THE FINAL LOCATION FOR CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AUTHORIZED REPRESENTATIVE. ALL VALVES SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. AS REQUIRED BY THE CITY AND/OR OWNER. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE 15. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON IN51M AND OUTSIDE OF ALL VALVE BOX LIDS. FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS AND FITTIN65; AND THE 16. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED AITH TEFLON TAPE OR LED-LUBE JOINT COMPOUND (OR APPROVED EQUAL.). FURNISHING AND INSTALLING OF SPRINKLER HEADS, CONTROLLER, ELECTRIC CONTROL VALVES, EXCAVATION AND BAGKFILL ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. AND ALL OTHER WORK IN ACCORDANCE AITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND 11. ALL. PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWIN65, DETAILS, AND NOTES. SOLVENT-VELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING, 16. LOW HEAD DRAINAGE HILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD AHICH HEADS DRAIN AFTER THE VALVE 15 SHUT A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING IQ. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE IS"-24" MINIMUM COVER PER THE DETAIL. LATERAL LINES TO HAVE 12" MIN. SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL COVER. 5LEEVING 15 TO HAVE 24" MIN. COVER. ACCEPTANCE OF THE WORK. 20. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED 50 THAT HEAD-TO-HEAD COVERAGE 15 MAINTAINED, BUT OVERSPRAY ON BUILDINGS, 5. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE AALKS, HALLS, AND OTHER HARD SURFACES 15 MINIMIZED. ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH 21. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER(S) TO EACH END OF THE MAINLINE. HIRES SHALL COME UP INTO ALL STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE VALVE BOXES ALONG THE MAINLINE PATH AITH 56" EXPANSION COILS IN EACH BOX. SPARE HIRES SHALL BE COLOR-CODED DIFFERENTLY PLANS. THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR 20. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING, STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK 15 ACCEPTED IN WR I TI N6 BY THE OWNER/C I TY. A. A REPRODUCIBLE SET OF "AS-MILT" DRAW I N65 AND CONTROLLER CHART. 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY B. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (A5 APPLICABLE). THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. UNDERGROUND SERVICE ALERT A MINIMUM OF T1M0 WORKING DAYS PRIOR TO DIGGING. D. 4 OF EACH SPRINKLER HEAD SPECIFIED. 1. THE CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL 21. RECORD DRAWING$ - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE TO HIS WORK. CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE OR16INAL DRAWINGS. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A REPRODUCIBLE OZALID SEPIA PROCURED FROM THE OWNER. ALL WORK SHALL 6. THE IRRIGATION DESIGN IS BASED ON THE METER SIZE AND HATER PRESSURE INDICATED ON THE HATER SOURCE / POINT OF BE NEAT AND LEGIBLE, LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCEt SHUT-OFF VALVES, MAINLINE AND CONTROL CONNECTION NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A AIRE ROUTING, POC, BACKFLOW DEVICE, CONTROL VALVES, CONTROLLER, GUICK COUPLING VALVES, AND OTHER PERTINENT UNDER.6 ZOUND ITEMS. DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 22. "CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWIN65, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. 4. CONTRACTOR SHALL MAKE POINT(S) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REOUIREMENTS A. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWIN6 (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). 10. IRRIGATION CONTRACTOR SNAIL BE RESPONSIBLE FOR GONNEGTIN6 120 VOLT SERVICE TO THE CONTROLLER. ELECTRICAL POWER WILL BE PROVIDED BY THE OWNER AT THE CONTROLLER LOCATION SHOWN ON THE PLAN. B. HI-EN COMPLECOMPLETEDLL�, AND APPROVED, THE CHART SHA BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES of 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE IN51DE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. II. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 5 HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 46 HOURS IN ADVANCE OF THE TEST FOR CERTIFICATION. C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGND BY CITY OF PALM DESERT DRNo NG APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BY: FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE FOR ENCROACHMENT PERMIT NO. CHECKED: PROJECT ENOH&-ER-- D I OVA R T DRAWN BY APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT jR C 24 INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR DWO No. DIALSS WHITEWATER RIVER BRIDGE AT PORTOLA AVE RECOMMENDED: DAY rWO S SHEET 24 APPROVAL OF ANY PORTION OF THE PROJECT AS TO NG o. BEFORE DArse IRRIGATION NOTESTHE ADEQUACY OF ITS INTENDED FUNCTION. MARK GREENWOOD, R.C.E. 57989 DATE VOII O1 CHECKED BY APPROVED: CITY ENGINEER TOLL FREE �eoazzr_aBoo PROJECT ENGINEER �F' o. NO. REVISIONS APPROVED DATE APROUNDSERVIC A IJD TOTAL UNDERGROUND SERVICE ALERT 35 r r I I - . ... 11 MOFFATT & NICHOL ,bl' h A IRVINE, CALIFORNIA °FEss foN IN THE CITY OF PALM DESERT Q� GENERAL N ���� F2 NOTES: � AL ELY z 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND THE LOCATED IN A PORTION OF THE SECTION 16, T5S, R6E, SBBM REGISTER D CIVIL ENGINE— NGINE a No. 18880 ml SPECIAL PROVISIONS, TOGETHER WITH THE STANDARD DRAWINGS AND Ex,6-30-09 SPECIFICATIONS OF THE CITY OF PALM DESERT. s�. CIVIL 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR OF THE Y} OF CA �P X- I RESPONSIBILITY F _ ,.,; PLANS APPROVAL DATE OR OBTAINING PERMITS AS REQUIRED BY THE CITY �� _ � ��r Rx OF PALM DESERT MUNICIPAL COD "'E t .3: � � a 41 wool, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO A ONSITE, OFFSITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES, CAUSED BY SITE WORK OPERATIONS AND ACCESS TO THE SITE. law 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PR OPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING COUNTRY CLUB DRIVE FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION SHOWN ON -- THESE PLANS. I -- I i 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. A. k A e a 6. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS—PALM LA N D AomohCA PG A N R I Aoomoh' AT 10 N I I I P_j7T DESERT AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 3 7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL Uj a HOVLEY LANE E I APPLY CONTINUOUS AND NOT BE LIMITED TO NORMAL WORKING HOURS. PROJECT NO . 647-L-04 .................. 'A 8. THE CONTRACTOR SHALL REPLACE ALL A.C. PAVEMENT, SLURRY SEAL, CONCRETE "F QUICKSILVER DR CURB AND GUTTER, CONCRETE CROSS GUTTER, ETC., WHICH HAVE BEEN REMOVED PROJECT o OR DAMAGED IN CONNECTION WITH THE CONSTRUCTION FOR THIS PROJECT. COST SITE °' 42nd AVE FOR SAID REPLACEMENT SHALL BE INCLUDED IN THE LUMP SUM BID. 9. THE CONTRACTOR SHALL PRESERVE EXISTING SURVEY MONUMENTS. EXISTING WHI MONUMENTS DESTROYED BY THE CONTRACTORS OPERATIONS SHALL BE REPLACED `"` T__EwATER Rid MERLE DR BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. ER CHANNEL 10. TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO THE STANDARDS W Uwj '�- AND REQUIREMENTS OF THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.) z -_ LATEST EDITION. 0 MAGNESIA FALLS DR ! I O V FRED WARING DR LOCATION MAP 1 "=1600, a ca z Cj c� Lu V) Kj ii i Underground Service Alert / ° _ . I Call: TOLL FREE K 1-800 48 227-2600 r 1 PUEI.iG't _OJT Iy TWO WORKING DAYS BEFORE YOU DIG BENCHMARK: DESIGN BY CITY OF PALM DESERT APPROVAL OF THIS DRAWING EY C.V.W.D. IS ONLY -`' APPROVED BYE T C.V.W.D. DRAWING APPROVAL �;ITY OF PALM DESERT DRAWING DESERTTBBENCHMAR ONO.HEREON155 THE NORATWESTT OF FRm FOR T HAT PORTION WITHIN C.V W.D. RIGHT OF WAY - N0. DATE c WARING DRIVE AND COOK STREET. F FOR ENCROACHMENT PERMIT N0. 050616-2-034 ELEVATION: 164.425 NGVD 1929 DRAWN BY BASIS OF BEARINGS: ] APPROVAL OF THIS DRAWING EYC.V.W.D. DOES NOT ` ''f=cKE°' PROJECT ENGINEER WHITEWATER RIVER BRIDGE AT Pl: �RTOLA AVE THE BEARINGS SHOWN HEREON ARE BASED ON THE NORTH Q JI -1� INCLUDEAPPROVAL OFANYSTRUCTURAL ITEMS, NOR Dwc No, ,�t:, SHEET j AMERICAN DATUM OF 1983 AS OBSERVED BETWEEN NGS STATIONS CHECKED BY BO CHEN, R. E. 648 DATE LANDSCAPING AND IRR� ���` OF �DESIGNATED AS TOMTITT 2 AND RAMO, BOTH BEING CLASSIFIED AS PROJECT ENGINEER APPROVAL OF ANY PORTION OF THE PROJECTAS TO �TION HORIZONTAL ORDER B. PROJECT CONTROL POINT COORDINATES, CITY ENGINEER R1 COMMENDEDs ALSO BASED ON NGS OBSERVATIONS AND ARE CALIFORNIA STATE THE ADEQUACY OF ITS INTENDED FUNCTION, REVISIONS DATE APPROVED TOTAL 7 y% PLANE GRID ZONE 8. C. 07-09359 1�0 1/ A . w Pam. � e H -. __ . , 2�,r. � _. #.,_ n . ,. " ems. x.i-- ,... .. .. 'Y,• - ,rw«r , - ,r I y a: , , , - f �i RIVERSIDE OFFICE Lp,NDSCgpF °; D3744 10th STREET SUITE 200 �Q�� �v IDSON LANDSCAPE RIVERSIDE, CA 92501 , J, 951.683.1283 FAX 951.683.43 E—MAIL: IDLA QDLAINC.COM n —' 30 09 OF `�OQ� Ian Daddow pi- Lanbscaps architecture ALIFORNIA REGISTRATION N0. 2851 TT f r 1 i i t f t t x I a t 4 „f r ft f t t t j F f j , a' a , , t ,r fr t LIMITS O f 1, I x, j X r I _., Jam, LIMITS OF NOR< , 2 _ Y 1 ......_._.. r _ t ' - . , , C C a 9 _ t ' r., '` � ,; t` ,:' tt ` % ! . - it •, i F .ate F v. _ ,n . r 7 O a 'I r - r 1 a , s a , t ` t , , t , } FORTOLANl� , � i s , - f a i i 1 % yz> , , ; _� �►r— f T'_.,.-_._.,.e-..., � j 'l�l I' tee.,, N S " J` , 1 , }} i p f 0*14 i 9T _ Y _ .,a x a • k , w _. r w< LIMITS O� _ - _ _.._.. _ __. _.. n NOR< w.. : - EXIST SOUND MALL 1_ z , i , f i y'.''•""^`•`"^'`•��� t 1-7 : ® ' rti C) C) PROPOSED PLANTING LEGEND z SYMBOL BOTANICAL NAME / COMMON NAME SIZE / QUANTITY / COMMENTS WATER REQ. BOTANICAL NAME / COMMON NAME SIZE / QUANTITY / COMMENTS WATER REQ. MATERIAL / SIZE / QUANTITYLAU TREES SHRUBS INERT GROUNDCOVER <c " O — AGAVE AMERICANA HYBRID / CENTURY PLANT 5—GALLON / 4 / NA L-0.2 c �pp SCREENED ANGULAR COBBLE, 8"-12" STONES ' .{. DALBERGIA SISSOO / SISSOO TREE 36 BOX / 4 / STAKE IF NEEDED M-0.5 ° Q ° 957 SQ FT — SEE DETAIL 3. SHEET 4 -f-� — AGAVE GEMINI FLORA 5—GALLON / 2 / NA L-0.2 c O MELALEUCA QUINQUENERVIA / CAJEPUT TREE 36" BOX / 12 / STAKE IF NEEDED M-0.5 SCREENED ANGULAR COBBLE, 3"-8" STONES — BOUGAINVILLEA SP. / BOUGAINVILLEA 5—GALLON / 43 / NA M-0.5 2.655 SQ FT — SEE DETAIL 3. SHEET 4 " " — �• < : ... , r; DECOMPOSED GRANITE — 3/8 MINUS W/ 11 X FINES L k ' ACACIA STENOPHYLLA / SHOESTRING ACACIA 24 BOX / 4 / STAKE IF NEEDED L-0.2 ® CAESALPINIA MEXICANA / MEXICAN BIRD PARADISE 5—GALLON / 31 / NA 1-0.2 :..' DESERT GOLD / 16,913 SO. FT. TECOMA STANS / MIXED COLOR 5—GALLON / 16 / NA M-0.5 2" DEPTH MIN. AFTER WATERING/`TAMPER 0 WASHINGTONIA ROBUSTA / MEXICAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-0.5 , LANTANA HYBRID j 'NEW GOLD' LANTANA 1—GALLON / 47 / NA M-0.5 BAJA CRESTA BOULDERS FROM SOUTHWEST BOULDER AND STONE 2'-4' / 8 — SEE DETAIL 5. SHEET 4 CL — LANTANA HYBRID / 'NEW GOLD' do CONFETTI MIX 5—GALLON / 11 / NA M-0.5 NOR•1-f•� Lo 0 O — TECOMA STANS / YELLOW BELLS 5—GALLON / 6 / NA M-0.5 RE—SEED / RE—SOD EXISTING TURF DUE TO CONSTRUCTION i PER THE CITY OF PALM DESERTS STANDARDSol X� VINES a — ANTIGONON LEPTOPUS / QUEEN'S WREATH 5—GALLON / 19 / NA L-0.2 40' 30' 20' 10, 0 20' 40' SCALE 1"=20' 0 C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DES I�G�ND BY CITY OF PALM DESERT DRAWING �-' APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY APPROVED BYE FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY CHECKED FOR ENCROACHMENT PERMIT N0._____________ DATE DRAWN BY L 200-2 - APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT DIAL ' WORM D I R Ss WHITEWATER RIVED BRIDGE AT PORTOLA AVE � INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR o. __ � DwL APPROVAL OF ANY PORTION OF THE PROJECT AS TO RECOMMENDEDi , p IL q 0 TIW.N9E'.. DIRECTO RING �• ATE YOU DIG DYE PLANTING PLAN SHEET 204 THE ADEQUACY OF ITS INTENDED FUNCTION. BO CHEN, R. C. E. 648� CHECKED BY PROJECT ENGINEER OF TOLL FREE tA00-227_28pD � CITY ENGINEER Lo APPROVED UNDERGROUND SERVICE ALERT A PUBLIC SERVICE BY I JD LfJ GENERAL - o. NO. REVISIONS APPROVED DATE I TOTAL 7 / f3. `1^. v: -„ a,.. t... ,Y, n a ,>R. +: ..,}b..,.,n.. ..+ .. s....:..,. ,. _..,. r_<. _•>. .._:<.� ...,..:: ,t, ::.".. t W x.. . E,� . -. . .� G- ,. '-.»,.,c.r"- kc ..C` .,..-:gv ..—�......_ c— ..-.•.z..s.. .. s..w...' _ _ ,.x z •6., ,,. , >.. ,, ..>...., .. r, s- z_ -.. .. .. .. '_ _'n ...>r... v,;-. ,w 7 ''�F* „... 5 .. .:... .., . :.,«�.. .. ....,rG.,.i, ". ,aa :t r..,✓3.. r,_-, .a,. .,.,., n- .......,, .,.F Y ..t.:.., 1b..aS.f '8'' 5 . . :; -,n , " J ,".,, »..' .» ,-.. .. :. ;,. .. ....'+".'r..+......-r+rl+ay.4',-.. X+=.,,....�.. 'cam ,!` ••o-„ .;,,'.., r f r 4 , _ i I rz , r RIVERSIDE OFFICE SCA 3744 10th STREET SUITE 200 ��� v+osoN LANDSCAPE17MMRIVERSIDE, CA 92501 951.683.1283 FAX 951.683.43 E—MAIL: IDLA ®IDLAINC.COM —� � / EX 1 STI NG EUGALYF'TUS TO 30 os J B ? M01l D (2 TOTAL) EX I ST I NS BOTTLE TREE TO B EXISTING TREES TO qF 0 rF • RMOY1� RF'LGD WITH tan' Ilc�a►pe n F cA� utjiI NGLUD I NCB SUCKERS REMAIN. (F'ROTEEGT I N AUFORNIA R (;sTR -n tom. 2651 DALB fi�.C�I 515500 F'LAOE) LIMITS OF WORK / USE MIXED DOLOR Rm J • Y BOUC��4 I N�i LL 'S OUT B,4GKX I ST{NG BOUGH I NYI LLA� WEST SIDE OF FORTOL� 4 I # a a L ' t < y Y i LIMITS OF WORK v R x , , v < F# EXISTING ,�NDSG141=� TO REMAIN FORTOLA AVENUE a ,. .; , a a ... .me..µ, r M a a te' t i I i d.. s a" v t r f � i /a`•`.1' �F fit` �, I L 1 F O , Al { o , S Y i t a , , t , 5•_ r 1 , h S , a. a � _ ..- —....r ..,._ e f " r i i , P , 2 — X I � I (� O v _ I t ❑ ,1. o 0 1=6R,TOLA G 7 `Y GL , LIMITS OF WORK PROPOSED PLANTING LEGEND z SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS WATER REQ. BOTANICAL NAME COMMON NAME SIZE QUANTITY COMMENTS WATER REQ. MATERIAL SIZE QUANTITY / / TREES SHRUBS INERT GROUNDCOVER O — AGAVE AMERICANA HYBRID CENTURY PLANT 5—GALLON 4 NA L-0.2 DALBERG'IA SISS00 SISS00 TREE 36" BOX / 4 STAKE IF NEEDED M-0.5 / / / © SCREENED ANGULAR COBBLE, 8 —12 STONES + / 957 SO FT SEE DETAIL 3, SHEET 4 G — AGAVE GEMINI FLORA 5—GALLON / 2 / NA L-0.2 j , � MELALEUCA QUINQUENERVIA / CAJEPUT TREE 36" BOX / 12 / STAKE IF NEEDED M-0.5 SCREENED ANGULAR COBBLE, 3"-8" STONES O — BOUGAINVILLEA SP. / BOUGAINVILLEA 5—GALLON / 43 / NA M-0.5 2.655 SO FT — SEE DETAIL 3, SHEET 4 " 0 ..:; .. DECOMPOSED » ® — CAESALPINIA MEXICANA / MEXICAN BIRD OF PARADISE 5—GALLON / 31 / NA L-0.2 0 ED GRANITE — 3/8 MINUS W/ 119G FINES ACACIA STENOPHYLLA / SHOESTRING ACACIA 24 BOX / 4 / STAKE IF NEEDED L-0.2 DESERT GOLD / 16,913 SQ. FT. O — TECOMA STANS / MIXED COLOR 5—GALLON / 16 / NA M-0.5 ° r 2" DEPTH MIN. AFTER WATERING/TAMPER � O I WASHINGTONIA ROBUSTA / MEXICAN FAN PALM 18' / 2 / BROWN TRUNK HEIGHT M-0.5 O — LANTANA HYBRID 'NEW GOLD' LANTANA 1—GALLON 47 NA M-0.5 BAJA CRESTA BOULDERS FROM SOUTHWEST BOULDER AND STONE 2'-4' / 8 — SEE DETAIL 5, SHEET 4 n — LANTANA HYBRID / 'NEW GOLD' do CONFETTI MIX 5—GALLON / 11 / NA M-0.5 NORTH 0 O — TECOMA STANS / YELLOW BELLS 5—GALLON / 6 / NA M-0.5 RE—SEED / RE—SOD EXISTING TURF DUE TO CONSTRUCTION: PER THE CITY OF PALM DESERT'S STANDARDS VINES xa — ANTIGONON LEPTOPUS / QUEEN'S WREATH 5—GALLON / 19 / NA L-0.2 40' 30' 20' 10' 0 20' 40' 0 SCALE 1"=20' C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK No. APPROVED BY, DESIGN J� BY CITY OF PALM DESERT DRAWING APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY OUI f( , q FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE l PROJECT I!NGINEER D I FOR ENCROACHMENT PERMIT NO-------------- CHECKED o DRAWN BY L 2ao-3 APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT ^^^^^^^' R T ss WHITEWATER RIVER BRIDGE AT PORTOLA AVE j INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR o. I( p BDIAL EFORE TWO WORKING RECOMMENDED ( BEFORE DAYS BEFORE SHEET APPROVAL OF ANY PORTION OF THE PROJECT AS TO — IG 3 .. R. C. E. 648 DATE YOU DIG CHECKED BY PLANTING PLAN E. O. YOU DIG THE ADEQUACY OF ITS INTENDED FUNCTION. CITY CHEN, PROJECT ENGINEER OF APPROVED CITY ENGINEER TOLL FREE APUBLICSERVICEBY 1eoozz72eoo I JD Ltd v GENE AL - o. NO. REVISIONS APPROVED DATE UNDERGROUND SERVICE ALERT TOTAL 7 ! �II f _ T ; . • t I Y ; : I i ; l , , , I RIVERSIDE OFFICE MD3744 �10th STREET SUITE 200 c� Pv�DSOLM { ,E RIVERSIDE, CA 92501 , J, NOTE: IF NEEDED 951.683.1283 FAX 951.683.43LIM * STAKE SINGLE TREES 24" BOX AND E—MAIL: IDLA ®IDLAINC.COM no u SMALLER. REMOVE NURSERY STAKES. s 30 09 a on * TURF AREAS LEAVE A BARE AREA Ian Davidson IN TU Landscape architecture APPROX. 4 AWAY FROM TREE BASE AUFORNIA REGISTRAnON NO. 2651 IN ALL DIRECTIONS �Y,_max• DO NOT STAKE MULTI'S, UNLESS NEEDED DEPRESSED WATERING BASIN tom ., PLANT SHRUBS MINIMUM OF 3' FROM TO REMAIN DURING PLANT CINCH TIES (2 EACH) DO NOT CURB IN MEDIANS, 2' FROM CURB/SIDEWALKS ESTABLISHMENT PERIOD. COBBLE (FLAT SIDE UP) OVER TIGHTEN, ALLOW TREE TO ���.�ti MOVE SOMEWHAT TO BUILD BACKFILL MIX PER SPECS. (�J CALIPER. 4� —SET ABOVE GRADE 2" TO 4" � y FILL BETWEEN COBBLE WITH DECOMPOSED GRANITE SCREENED PER CITY STANDARDS 2�/2" LODGE POLE PINE FINISH GRADE TREE STAKE (2 EACH) SET 2" TO 4" ABOVE GRADE =IIIII I=IIIII I I IIIII=I IIIII (IIIII= ROOT ZONE DEPRESSED WATERING BASIN REMOVE FROM TURF AREAS = a• �" ~:� • ,f,,,.t1�'�� v •irt7lw i,� ::� w. 141�"� , _ DURING FINISH GRADING. r- FINISH GRADE I '--(IIIII=1{IIII I{IIII9M11111= I = BACKFILL MIX PER SPECS. = =11`III IIP111 I k i SEE SPECIFICATIONS. NATIVE UNDISTURBED SOIL (IIIII^II _ lill lw (IIIII. I LEI ( Ii l 111911 2X ROOTBALL 95% COMPACTED SUB-GRADE i , NATIVE UNDISTURBED SOIL 3" MINIMUM SCREENED SAND BASE c0 FOR PLANT PIT SIZE REFER I TO SPECIFICATIONS. 2X ROOTBALL ri_Ns� TREE INSTALLATION 2 SHRUB INSTALLATION 3 COBBLE IN SAND BASE PL SCALE: NTS PL SCALE: NTS PL SCALE: NTS z 8'-12' VARIES 12'PAST VINE BOTH SIDES TYP. _J tD N PALL ANCHOR NO SCiMS t_1 FIN15H GRADE WITH 18 OA SE IS&Kn X TYP. O O p< a z S - F 0 — _ ; IIII = N 0 1111111111 111111= IIIII ALL GAVITIE5 AND VOIDS • • SLOPED 57RAr1 E ARE TO BE BURIED �- c� F z �- VARIES g FINISH GRADE 0 � o 1/2 OF ON CENTER DISTANCE NOTE: rr TO EDGE OF CURB, WALL OR PAVING 1) SPACE GROUND COVER PLANTS PER I l 11 =III 1 0 THIS DETAIL ONLY WHEN PLANT = I=111 - = 'I I� ( 0 v' CENTERS ARE NOT 5HOAN ON PLAN. =11'"'-_ 11=- IIII—I I I I I1—I I I I11_I i. 00 LZVEL GRADE ALL CAVITIES AND VOIDS a 00303 VINE n_ 2) TRIANGULARLY SPACE PLANTS TYPICAL NO'E; ARE TO BE BURIED ON CENTER SPACING. BOULDER5 IN GLU5TER5 ARE GRADE TO BF 5ET AT VARIED HEIGHTS * ALL MEDIAN BOULDERS TO BE NO 5) PLANT SPACING TO LEAVE ENOUGH MORE THAN 12" HIGHER THAN GRADE AREA FOR MATURE SIZE PLANTS. 12 MIN IN MEDIANS, 2/3 ABOVE GRADE ROOT BALL CLEARANCE SPACE REQUIRED. PER BELOW GRADE AT OTHER LOCATIONS PER CITY APPROVAL =IIIIII�illil=(IIIII=(IIIII �� � � � `� Ili yl- vllllil= '~—NATIVE UNDISTURBED SOIL z 4 GROUND COVER SPACING 5 BOULDER DETAIL 6 VINE DETAIL PL SCALE: NTS PL SCALE: NTS PL SCALE: NTS 110 0 c=- C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK No. DESIGN BY I CITY OE PALM DESERT DRAWING APPROVAL OF THIS DRAWING BY C.V.W.D. I S ONLY APPROVED BY, I JD NO. c. FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE L 200_ y FOR ENCROACHMENT PERMIT NO-------------- CHECKED, IN o I DRAWN BY APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT -� '""" '"� ^"^"' SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR DING No. 416yi — + -- DwL rW WORK NG SHEET zAPPROVAL OF ANY PORTION OF THE PROJECT AS TO RECOMMENDED, 1P BEFORE DA" BEFORE -' _7_177 o. DATE YOU DIG •,uDic CHECKED BY , THE ADEQUACY OF ITS INTENDED FUNCTION. BO CHEN, R. C. E. 648iq '— 7 PROJECT ENGINE NcER OF APPROVED, CITY ENGINEER TOLL FREE APueucsERvicEBv14,11 z2�2soo I JDPLANTING DETAILS MANAGER - I N o. NO. REVISIONS APPROVED I DATE UNOERGRouNDSERvcE ALE H! TOTAL 7 ., IIIIIIII4 IWDS RIVERSIDE OFFICE At D3744 10th STREET SUITE 200 %DSOA( 451 L�AM A P CONNECT INTO EX15TIN& 1.5 RIVERSIDE, CA 92501 951.683.1283 FAX 951.683.43 ATEP,,IRRI&ATION MAINLINE LOC E-MAIL: IDLA ODLAINC.COM APPROXIMATEL"r I510' NORTH OF 5167NAL POLE. AIRE VALVE -ITO IEX15TIN& CONTROLLER. VtR1F*r Ion Dovkhm C kv LandvcWe architecture EXACT LOCATION IN THE FIELD A 516NAL POLE. AUFORNIA REGISTRAMON NO. 2051 AD 5T AS NECE55AR)".I2 IIP' Z_: FAOM Slevdol ISIZE 1�)F7AIL ------ 5%,rME30L MANUFA07URER/MOI�)IEL #NIBCO T-550-10 BRONZE BALL VALVE- FULL FORT NITH PURPLE HANDLE LINE 51ZE A, 0-:25 10 IIB, 0-2-9 RAIN BIRD 55DRO GUICK COUPLER Y41TH PURPLE COVEFR, 5/4 II........ RAIN BIRD FEB SERIES VALVE AITH PURPLE HANDLE AND OKCHK-IOO FILTER I .... ...... 0, 0-:23 ......... IIIRAIN BIRD XCZ-100-COM DRIP ZONE KIT Y41TH PURPLE HANDLE" D, C, .25'3 'CONTRAt"TOR SHALL REPAIR, AND REPLACE I50H 40 PVC PRESSURE MAINLINE, PURPLE 15-1 MINIMUM COVER E, 0-25 EX15TIN IRR16AT40N DAMA&ED B-�r ICONSTRU ONNECTION" A OTIdlq, 6 SHALL BE I NTO ZTOL A NUE _X IC -PRESSURE LATERAL LINE 12" MINIMUM COVER PLAN SI ZE E, 0-:23 e i r ISTIN(S IRRI 6AtlON S'rSTE ALL Y41RE CLASS 200 P\ NON CONNECTION5� 5HALL Bf= MAD�E IN FULL BOXES. b F 50H 40 PVC IRR. PIPE/CONTROL Y41RE SLEEVE, PURPLE - 15" MINIMUM COVER PER CHART E, 025 ------------- ! SX:>Ckop I -OT BURIAL CONTROL AIRE AITH AATERPROOF CONNECTIONS 14 &A Not Shown UF DIRE N/A ----------- I-- -----------------x____,_"__'____, II5FR1N<LrR LEISIEND IIEAA � R 50 I 5 Sl TE IS RE FAOM FLON (67PM)ENTRr AATER. CONTPACTOR SHALL INSTALL 'PURPLE', DRIVE IRRI&ATION SHALL BE 5**rME3OL MANUFAOTURERNOPEL # NOZZLE RAI�> FS I r;)ETA I L IF I T=LD, VE5ZIFIED AND CONNECTED TO P I P I N6 PE R_ 01 57AADARD.5. ALL VALVES AND ......-2 I TT ITO ;5E MARKED'VAL 3 rXI6 Re 5`r,,5TEM. ITREE BUBBLERS r LY. I _7N/A 5o -25 RAINBIRD 1402 N/A F, C IT I -MITTER5 ON SCH 50 RISER5 DRIP E -25 -R PLANT N/A 50 BONSMITH SL220 :2 PC H,I, 0 4- :2 &PH x 2 **INCLUDE5 FILTER, BALL VALVE, AND PRE55URE RE6ULATOR - SEE DETAIL IIPIPE 51ZIN(5 50H 40 FV0 5LEEVIN& IUndereround Service Alort I -7r 1.25" SLEEVE 0. FIFE 1-8 AIRES N/A LA f.......... III PIPE AIRES I0511 PIPE Coll: TOLL FREE I------ 11-26 AIRES 0.1511 PIPE SLEEVE 25' SILEEVE PIPE x FE IIT PIPE SLEEVE 5cl-54 AIRES 1.251, PIPE 51, PIPE 4 SLEEVE 55-100 AIRES 1.5114211 PIPE 221-2600 CONNECT INTO EXISTIN& 2" IRRI&ATION MAINLINE 41, PIPE 3E 100+ Y41RES 2.575 P I Pr= AND CONTROL NIRIN6 AT TH15 APPROXIMATE N/A 41, PIPf= IPOINT. CONTRACTOR SHALL TAKE NECE55AR"r TY40 AORKIN& DA*rS BEFORE `rOU DIC7 N/A (01, PIPE all PIPE MEASURES TO ENSURE CONNECTIONS INCLUPINC-7 3E DRILLIN& THROU&H BLOCK AALL5 AND r,>166IN67 L IN RAISED PLANTER. IN THE FIELD AND STATIC PRE55URE 15 ADJUST AS NECE55AR*,r. ALL EMITTER5/BUBBLER5 SHALL z MAINLINE AND VALVES SHONN < PLACED UPHILL OF THE APPROXIMATEL*i, "70 PSI. BE OF PLANTED AREAS FOR OUTSIDE INFORMATION RECEIVED FROM IM -r- BASE. 5HRUB/TRr OLAR17Y ONL,r. INSTALL ALL NESTIN AT CVND. CONTACT CAN BE IRRI&ATION EOUIPMENT IN ADACENT 0 FOR70LA N7R 'r (f.,Lrr PLANTED AREAS EXCEPT AHERE REACHED AT: '760-5C15-2651. CONTRACTOR SHALL REPAIR AND REPLAcE CONTRACTOR SHALL VERIF'*r SLEEVIN& 15 SHOAN ON THE PLANS.EX15TINC7 IRRI&ATION DAMA&EP 5*,r ALL PIPES AND AIRE5 THAT MUST RUN PRESSURE PRIOR. TO START OF 5TATION #CONSTRUCTION. CONNECTION SHALL BE INTO LIMIT5 OF NORK INSTALLATION. IF A PRESSURE z UNDER HARDSICAPE TO BE SLEEVED < EXISTIN& IRRI&ATION S,r5TEMS. ALL AIRE RELATED ISSUE 15 IDENTIFIED, NOTIF�- z IN SCH 40 PVC SLEEVES ACCORDIN& n Of CONNECTIONS SHALL BE MADE IN FULL BOXES. TO THE 5LEEVING7 CHART. LANDSCAPE ARCHITECT IMMEDIATELY. FLON VALVE........ -VPM) 0 (C SIZE ICONNECT--NTO EXISTIN& 2" Il`;kRI6ATION,:MAINLNE <IAPPROXIMATEL*r' 225' NORTH OF SOUTHERN LIMIT OF EXISTtNC' ALVE5, TO 1HOA IITHE FIELD AND ADJUST CONTROLLER. VERIFY IN ,FORTOLA A\/ENUt= IIAS NECE55AR*,r. Plant/irdgation System Type: Zone Irr. Eff. Area Seasonal Plant Factor IShrubs/ Tree drip � 2 6 0.9 10906 Combined Estimated 'i Ige C ........... Zonal Eto Plant Area onversion Factors q Water U Season Value Factor 0 0.62 748 Irr.Eff.Spring 19 0.68 8432 0.62 748 0.75 120.40 2. '3 rXka" L"6E aF W LA_ ISummer 46.21 0.58 10906 0.62 748 0.75 323.04 0 Fall-winter 12.54 0.6 10906 0.62 748 0.75 90.69 CONTRACTOR SHALL REPAIR AND REFLACI= APPROX. 105 EX-ITIN& PLANT MATERIAL AND IRR16AT�bN Total 534.13 DAMA6ED 5)0' CONNEOTION5 INTO EX15TIN&IIRRI&ATION 5*,rSTEM5. ALL AIRE CONNECTIONS I 4, 4 ISHALL BE MADE IN FULL BOXE Total Estimated Water Use : 534.13 II __j C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT - DRAWING RAWING BY C.V.W.D. IS ONLY in I JD CITY OF PALM DESERT NO. 0 ITHIN C.V.W.D. RIGHT OF WAY DATE L 21W 5 OL D I R T 3: RAWING BY C.V.W.D. DOES NOT 1.� I SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE Q) DIAL I=.11INGI z OR DING N9. I III 1q101 BEFORE RECOMMENDEDo ING R.C.E. NO. DATE YOU DIG YOU DIG E SHEET 5 N R. C. E. 6548tq K D �BY IRRIGATION PLAN t`0 TOLL FR_ OF If) A PUBLIC SERVICE BY IJD Lo NEER R.C.E.7-1457. NO.1 DATE UNDERGROUND SERVICE ALERT TOTAL F 7 I]2 y mq , g Mt:i t . ,... _. ._ p....c Y'. ,..,...-. 'su.....,... .iti u•. .,. ... -. ,.- ,. ,'.._ <.4 a. £ ,:-m..,. 2$ay: y.- TK• }+ !_� - ,. _ ,. t, .,. _- _. - .._. .. $. d .-. .. _. #... k. , .tat ':.. ,,.... _ v t ., �.. ,4 .,.,,<, 'w... .zr. ..,.^i ., ,a .. _4. ..,�.. -"rb 'HrJ•. .,. ._. a ..,.. r ,,. ,. .. _ ,._ a .x ,:. .. r..... _... ... -. 4 ..... m .,. _.._ , ,.: ..> -:. .., ,_. :, �",.. h' � r•%- .kn 7. _ i > RIVERSIDE OFFICE `p,NDSCgpF j, D3744 10th STREET SUITE 200 DSOp LANDSCk RIVERSIDE, CA 92501 951.683:1283 FAX 951.683.43 w E-MAIL: IDLA ODLAINC.COM 30 09 On ?: ra: Davidson q�F OF C A�-����� Landscape architecture AUFORNIA REGISTRATION NO. 2651 2 NOTES: NOT>Ea: TEE OFF MAINLINETO BE2 SEE OFF MAINLINE TO BE SAME SIZE AS LATERAL SAME:: SIZE A S E)\TERAL LINE EXITING VALVE. A 1 BVQCV s LINE EXITING VALVE, A - 1 ONLY REDUCE PIPE SIZE 2 ONLY 111RU U E rr SIZr 2 AT HALVE. SIZE VALVE A,? VALVE'. SIZE. VALVE BOX FOR ALL EQUIPMENT ' EOX OIL A_� E aI tIPMENT TO FIT WITH i EASY ACCESS 6"-12" -O E IT WITI I EASY ACCESS 3 TO BALL VALVE AND � 3 10 BAI_1_ VALVE. AND FILTER FOR CLEANING. FILTER a . OR CLEANING. 2" _ , >: ____.__ ..,�.e.a 1 3 9I I I>�..._, I:�..., a •�' _. � _. _ I ! I .l I = i{# s[E } f_?':. ..........I _ �II„�,I,..,®I.I IIR>_�.,.. �I I I� -E I_'.l<--f1 ! I'®'^"_.II f m 1 ` *•� � �R __ ,I I I I - , ` I 3/ I II I 1=-1I II I===11I ,- IC, I = =1I I C FEI I I :I ' I 1454 0 I II - 4 10 , 12» 18" MIN. � I 3 5 � 16 7 11 1 6 3 18"-24" 18"-24" 12 18 -24 12 8 NOTE: USE TEFLON 4 ti 7 g 2' 9 TAPE ON ALL MALE < 2 PIPE THREADS. Cw 8 9 12 8 6 7 9 �� . > :� g ors �'` 00 2 6 15 1 13 4 16 17 7 10 6 15 18 16 1 13 4 7 ` I. ELECTRIC CONTROL VALVE PER LEGEND** 9. PVC LATERAL LINE PER LEGEND ; I. ELECTRIC, CONTROL VALVE PER LEGEND 9. PVC, LATERAL LINE PER LEGEND 2. JUMBO PURPLE PLASTIC VALVE BOX WITH 10. PVC, SCH 40 ELL - Sx5 21 I. RECTANGULAR PURPLE PLASTIC, VALVE BOX PVLOCKING LI 4 I. 10" ROUND PURPLE PLASTIC, VALVE 8. PVC 50H 40 ELL - TxT 2• 'JUMBO' PURPLE PLASTIC. VALVE BOX WITH 10. PVC 5CH 40 ELL - 5x5 BOLT-DOWN LID, HEAT BRAND STATION II. PVC MAINLINE PER LEGEND - TYP BOLT-DOWN LID HEAT BRAND STATION 11. PVC, MAINLINE PER LEGEND - TYP NUMBER ON LID IN 2" HIGH CHARACTERS 12. SCH 40 PVC MAINLINE FITTING 2. HEAT BRAND BY ON LID IN 2 HIGH CHARACTERS BOX WITH LOCKING LID, PURPLE 9. SGH 40 PVC, MAINLINE FITTING NUMBER ON LID SIN 2" HIGH CHARACTERS 12. 50H 40 PVC, MAINLINE FITTING 5. FINISH GRADE 15. 5/4" CRUSHED ROCK - 6" DEEP 5. FINISH GRADE 2. HEAT BRAND GOV ON LID 10. PVC, SCH 40 MAINLINE PIPING 4. 3/4" CRUSHED ROCK - 4" DEPTH IN 2" HIGH CHARACTERS PER EQUIPMENT LEGEND 5. FINISH GRADE 15. 5/4" CRUSHED ROCK - 6" DEEP 4. PVC SCH 40 MALE ADAPTER 14. 'CHRI5TYS' I.D. TAG OR EQUAL 5. BALL VALVE PER IRRIGATION PLAN NO TEF ON TAPE 5. FIN15H GRADE II. WALK, CURB, OR WALL, ETC,. 4. FILTER PER LEGEND 14. 'GHRISTYS' I.D. TAG OR EQUAL S. WATERPROOF WIRE CONNECTOR WITH 36" 15. BALL VALVE 6. USE L �I �I n S. WATERPROOF WIRE CONNECTOR WITH 56 15. BALL VALVE - LINE 51ZE COILED EXPANSION LOOP 16. FILTER PER LEGEND COMMON BRICK - 4 REQUIRED 4. 3/4 CRUSHED ROCK 4 DEEP 12. #4 REBAR 18 MINIMUM ON ALL MALE PIPE ** "i. SCH 40 PVC, MALE ADAPTER - 2 REQUIRED 5. QUICK COUPLER PER LEGEND LENGTH SUPPORT STAKE COILED EXPANSION LOOP I6. 5GH 40 PVC, FEMALE ADAPTER 6. WIRES FROM CONTROLLER I'7. PRESSURE REGULATOR THREADS. 6. WIRE5 FROM CONTROLLER -1. COMMON WIRE TO OTHER VALVES ON a 8. MAINLINE PIPING PER IRRIGATION PLAN 6. PVC, SCH 80 NIPPLE 15. STAINLE55 STEEL CLAMP - 2 1• COMMON W C IRE TO OTHER VALVES ON SAME CONTROLLER 1/2" IN TURF, 2" IN PLANTER 41. VALVE BOX EXTENSIONS) AS REQUIRED LENGTH AS REQUIRED 1/2" IN TURF AREAS 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS 1. PVC, 50H 40 STREET ELL 2" IN SHRUB AREAS. SAME CONTROLLER 1/2" IN TURF, 2" IN PLANTER 8. COMMON BRICK - 4 REQUIRED I' I TxT 8. COMMON BRICK - 4 REQUIRED *'� INCLUDED IN DRIP ZONE KIT 3s till �; BALL 1/AL\1r E3 CCU I C < COUPLER BUBBLES' CONTROL \'AL\/r CONTROL VALVE I. ELECTRIC, EMITTER CONTROL VALVE ASSEMBILY. NOTIE= � (2) DEEP BUBBLER I SINGLE-OUTLET EMITTER: v o _ IF REQUIRED. REPER TOP M 2. BACKBONE LATERAL SCHEDULE 40 PVC, PIPE •:�I�e�ri� . . Tr�nchlin AL PER LEGEND 5. FLUSH VALVE SEE g ���• L AL 5 DETAIL THIS SHEET a � ---_ + '+ + + + + + + •+ + + + + + + + . =, i i- 4. DRIP LATERAL - SCHEDULE 40 PVC, PIPE -1 + + + . + + + + + . + + + + + + + t + --IIl� t + + + . . + + + + . . + + + . + * . I ,_� 5 2 5 4 5. BOUNDARY FOR DRIP VALVE ZONE JT I: + + + + + + + + + + + + + + + + + + + I + + + + + + . + + + + + 0 6. SHRUB EMITTER PER DETAIL THIS SHEET ' a -I + t + + t + + + + + + t t + + ,► + I -, I 2 POLYFLEX RISER: RAIN + + + + + . t + . . . . . . . + + . t + + + + + + + + + + + + + + + + + * + ' PEEP (2) '7. IRRIGATIONMAINLINE 0 m - " ++.+++.+.+++.+.+ t . + . + . . + . k I = 2 .s •• l BIRD PFR-12 (LENGTH c> =1 I + tt + + . . . + + + . . . + t + + + --- 1 1 18. � A5R OUIRED) �, + + + . + . + + . + . + . . . . . . . = L �. + . . + . + . + + + . + + + . + + . � 3 FINISH GRADE j + + + + + + + + + + + + + t . + . w + IEE _ o C� I .++++�++t+++t++ +t+ +++.+.+.tt++++a+.+._,41« E` i i o z U I { >= + + + + + . + + + + + + + + + + . t 1i (� 0 OI/2-INCH „i < I -� I I + . + + + . . + t(. 8 RISER ADAPTER: �I ,-III+ + + + + + + + + + + t + + t + . + ; _ RAIN BIRD FRA- ¢ PVC, 5CH 40 , o b== 5 TEE OR 4 ..... � Q sH,�LI_ow (I) ELL 5 , I ICI, I I- 6 y, O6 PVC LATERAL PIPE PAN VIEW cs EGTI N L I 5 O UF 21 _0 0 4 I• EMITTER HEAD PER LEGEND. 6. PVC COUPLING. e ' -� 6 5 INSTALL ON 1/2" PVC, SCH 60 RISER. 1• ROOT BALL. a (D n � A7I� 2. GLA55 200 PVC LATERAL TO 2 :�o 6 EMITTER HEAD. 6. BAGKFILL MATERIAL. d 20 , _0 I. HARDSCAPE (TYP)/FINI5H GRADE 5. CLASS 200 LATERAL FROM VALVE. 01. UND15TERBED NATIVE SOIL 2. GLEAN BAGKFILL - qCCOMPACTION REQUIRED - SEE SPECS 5 S. SAND (TYP) 4. FINISH GRADE. 4. NON-PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRE55URE LATERAL 5. EMITTER HEAD PER LEGEND. 6 Q S. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSURE MAINLINE INSTALL ON I/2" PVC, SCH 80 RISER. �- 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART)/CONTROL Q' A WIRE ADJACENT TO MAINLINE NOTE: 5 '1. COMMUNICATION GABLE IN 1 1/4" SCH 80 SLEEVE W/NO SPLICES FROM CONTROLLER ELIMINATE SHALLOW PIPES IF ROOT BALL y z k TO CONTROLLER. 15 SET WITHIN 6" OF FINISH GRADE AND Notes: INSTALL SHALLOW EMITTERS ON GRADE. 6 All sleeves to be SCH 80 PVC. Size all sleeves per sleeving chart on plans. Extend sleeves 12" beyond edge of hardscape on both ends. Reclaimed water sleeves to be ,rv; LO r minimum 42"-48' deep (or per Water District Standards where applicable). j k: 5LF_r-\1I NC /TRrN0H I NC, T Er BUBBLrR DRIP rM I TTrR TYP I GA L DRIP LA`i'OUT C C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN BY + APPROVED BYE I JD N CITY OF PALM DESERT DRAWING APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY L � FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY DATE L CHECKED+ DRAWN BY FOR ENCROACHMENT PERMIT NO-------------- VKUJLCT EgUINEER D Io R T APPROVAL OF THIS DRAWING BY C.V.W.D. DOES NOT SS WHITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR o. �. BE TwowaeaNc APPROVAL OF ANY PORTION OF THE PROJECT AS TO RECOMMENDED DgvsBE�oRE SHEET 6DIRECTOR OF ENGINEERING R.C.E. s` THE ADEQUACY OF ITS INTENDED FUNCTION. �� BO C EN, , tq DATE YOU R. C. E. 648 YO101G CHECKED BY PROJECT ENGINEER IRRIGATION DETAILS OF Lo APPROVED CITY ENGINEER TOLL AFUBUCSERVIGEBY ��� i JD o7 GENERAL M=77 - CHIEF ENGINEER R. o. NO. REVISIONS APPROVED DATE UNDERGROUND SERVIGEALERT TOTAL / {1, I it �' I _ a t x- I RIVERSIDE OFFICE �,pNDSCgpF .4 3744 10th STREET SUITE 200 ���� Pv kDSON No9py LAW RIVERSIDE, CA 92501 951.683.1283 FAX 951.683.43 INSTALL AT END OF ALL DRIP LATERAL RUNS 'P' E—MAIL: IDEA C�IDLAINC.COM na ur J LL 50 09 s L , � on Ion Davidson HEAT BRAND Landscape architecture FLUSH ADV IN 2" HIGH UFORNIA REGISTRATION NO. 2651 LETTERS ON VALVE BOX C,OVER --FINISH GRADE C,OMPRE5510N FLUSH GAP: RAIN BIRD C,F-21 1/2—IN0H POLY PIPE (LENGTH AS REQUIRED) C,OMPRE5510N ADAPTER 1/2 O O TI•IREADED PVC, TO G4MPRE5510N 1/2—INC,H PVC, SCH 80 NIPPLE (LENGTH AS REQUIRE>) PVC, 50H 40 TEE OR ELL PVG LATERAL PIPE IRRIGATION SPECIFICATIONS: 12. ALL WIRES SHALL BE SOLID COPPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG #12 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES WHEN TWO OR I. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL MORE CONTROLLERS ARE ON THE PROJECT. FLUSH VALVE APPLY FOR ALL PERMITS AND PAY SAME. 15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN SGH 40 PVC SLEEVES. A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE 51TE PRIOR TO SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. COMMENCEMENT OF ANY WORK UNDER TH15 CONTRACT. 14. THE FINAL LOCATION FOR CONTROL VALVES SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S B. THE CONTRACTOR SHALL CARRY ALL WORKER5 COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE, AUTHORIZED REPRESENTATIVE. ALL VALVES SHALL BE LOCATED IN SHRUB AREAS WHEREVER P0551BLE. AS REQU I RED BY THE G 1 TY AND/OR OWNER. 15. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS ON INSIDE AND OUTSIDE OF ALL VALVE BOX LIDS. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, INSTALLING AND TESTING OF ALL MAINLINE, POINT OF CONNECTION, LATERAL LINES, RISERS AND FITTINGS; AND THE I6. ALL 5RA55 OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR LED-LOBE JOINT COMPOUND (OR APPROVED EQUAL). FURNISHING AND INSTALLING OF SPRINKLER HEADS, CONTROLLER, ELECTRIC CONTROL VALVES, EXCAVATION AND BAGKFILL ALL PVC THREADED GONNECTION5 SHALL BE COATED WITH TEFLON TAPE. AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND 17. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. OPERABLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS, DETAILS, AND NOTES. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT LIMITED BY IT, ARE THE FOLLOWING: 15. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES A5 NEEDED AT NO ADDITIONAL COST TO THE OWNER. B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING Il. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 15"-24" MINIMUM COVER PER THE DETAIL. LATERAL LINES TO HAVE 12" MIN. SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL COVER. SLEEVING IS TO HAVE 24" MIN. COVER. ACCEPTANCE OF THE WORK. 20. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED 50 THAT HEAD-TO-HEAD COVERAGE 15 MAINTAINED, BUT OVERSPRAY ON BUILDING5, 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE WALKS, WALL5, AND OTHER HARD SURFACES IS MINIMIZED. ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING TO AVOID CONFLICT WITH 21. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLERS) TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR—GORED DIFFERENTLY § THAN OTHER CONTROL WIRES FOR EACH CONTROLLER. PLANS. 5. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR 20. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR 15 TO TURN OVER TO THE OWNER THE FOLLOWING: - STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER/CITY. A. A REPRODUCIBLE SET OF "AS—BUILT" DRAWINGS AND CONTROLLER CHART. 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY B. 2 KEYS FOR EACH CONTROLLER / CONTROLLER ENCLOSURE (AS APPLICABLE). THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT C. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. D. 4 OF EACH 5PR'NKLER HEAD SPECIFIED. 7. THE CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL 21. RECORD DRAWINGS — THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE 0 TO H15 WORK. CORRECTED DAILY ANID SHOW EVERY CHANGE FROM THE ORIGINAL DRAWIN65. PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL U TRANSCRIBE ALL INT-ORMATION FROM THE RECORD SET TO A REPRODUCIBLE OZALID SEPIA PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE LOCATING THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, MAINLINE AND CONTROL 5. THE IRRIGATION DESIGN 15 BASED ON THE METER SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTION NOTE ON THE PLANS. CONTRACTOR. SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A WIRE ROUTING, FOG BAGKFLOW DEVICE, CONTROL VALVES, CONTROLLER, QUICK COUPLING VALVES, AND OTHER PERTINENT UNDERGROUND ITEMS. DISCREPANCY EXIST, NOTIFY THE _,4NDSGAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 22. "CONTROLLER CriA.RT" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. Lx. q. CONTRACTOR SHALL MAKE POIN7(5) OF CONNECTION (POC) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS ,4. THE CHART 15 TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE 0 SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION). 10. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE CONTROLLER. ELECTRICAL POWER WILL BE PROVIDED BY THE OWNER AT THE CONTROLLER LOCATION SHOWN ON THE PLAN. B. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 11. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST ; SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HOURS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HO'JR5 IN ADVANCE OF THE TEST FOR CER-IFICATION. I. . r� S//J !_ ti. �i I ?~ �1 �r C.V.W.D. DRAWING APPROVAL CITY OF PALM DESERT BENCH MARK NO. DESIGN BY CITY OF PALM DESERT DRAWI NO. APPROVED BY, I Jp f� �. APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY - f 1 FOR THAT PORTION WITHIN C.V.W.D. RIGHT OF WAY t DATE I �,\/ T , 240 —7 PROJECT I FOR ENCROACHMENT PERMIT NO-------------- CHECKED, N I DRAWN BY 31 APPROVAL OF THIS DRAWING BY C.V.W. D. DOES NOT p ^^^^^^^ r ^�. ^^^ WH ITEWATER RIVER BRIDGE AT PORTOLA AVE INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR D Rio. 1 0� DwL ,w . OF2KING SS _ L,prs,,�,CR. SHEET APPROVAL OF ANY PORTION OF THE PROJECT AS TO RECOMMENDED I - BEFORE 7 I o. THE ADEQUACY OF ITS INTENDED FUNCTION. BO CHEN R. C. E. 648� DATE YDUDIG DIG IRRIGATION NOTES of CITY ENGINEER' NO I NEER TOLLFREE �,,, ,;,.;26� CHECKED BY 4r APPROVED_ -- A PUBLIC SERVICE BY PROJECT ENGINEER NEER I JD KE - o. NO. REVISIONS APPROVEC DATE UNDERGROUND SERVICE ALERI L a TOTAL 7 ..