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HomeMy WebLinkAboutBelmont Office Building_1 cn U LLJ tz 2 U II Q R P L A LU C Q U 70390 0 Hwy 111 Suite A Z Rancho Mirage Q CA 92270 email: info@rpla.net 760.324-2682 to 760.202-7012fox z www.rplo.net ad d- Consut ing >- Residential design o Commercial design Z ro ect : ca.Nc.4275 QVRNE(BI ILD11 (:: 7 a y � Q z cr • rya tkh 547290 qlF Of 72- 180 HIGHWAY 1 1 1 PALM DESERT,, CA . 92260 ASSESSOR 'S PARCEL NO ,, :640-020-009 BASIS O BEARINGS : VicinitvMar) THE ENTERLINEOF PARKVIEW AT 1 1 THOUSAND co CATHEDRAL PALMS N BEING N43054'40" E CITY RAMON RD PER PMB 172/81 -86e CU • GERALD FORD PALM y I ; , . U EASEMENTREF , w o -0 INFO . FRANK SNATRA D E E ,oF1Nq� APPROVED1 _ o = Tv' °n COUNTRY CLUB DR `� O 2 NDSCgpE ACKAGE RANCHO a 0 nar�:lq $ 050618-3-003 L U O MIRAGE >> 10 42ND AVE m 1 E co LANDSCAPE�N4 INDIO S 1 TE �� WAKING DR m CV C6 EASEMENTDOC . >>> N m 222 — PASE rn y t 17., INDIAN WELLS specificationsRECORDED FEBRUARY 5i 74 Fsheet0 book ❑ r� LA Project Information Sheet Index VICINITY MAP oUINTAoCDNor, 00 Owner Civil co CD CD 0 Gordon Belmont Pacific Engineering & Associates E E 76-245 Fairway Drive 41-230 Carlotta Drive, Indian wells, Ca. 92210 Palm Desert, Ca. 92211 L0.0 TITLE SHEET TI' TFFtt:Ovsl<xti_aTz`14{_`!v`'> rsTaT>Ikr lllllllllolluuuuuuuuuu IIII IIII'inlnl 111 lllllllllllllllpppllllllllllllllllllllllllllll Phone 760.776.9945 Phone 760.346.4264 Project MoIIIIII°"I,II I I Pr ect Site:Boltnent t:%f a Buildiar o IIF qq Fax 760.341 .9828 pool III '1�,,,,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIOIIIIII I Fax 760.779.5994 L1 1 IRRIGATION PLAN i,o''II II...' IIII " LIIIi.,li,,l IIIIII,II„II °''IIII • Tract or Parcel DTumber. IIII N I CID Project Location rd-T,',7t�FT�h�y I Pakr�L`ccQi3,La 9 r.2 — I V I L2.1 IRRIGATION DETAILS .,f �Iai III'�II�I IIIII!!IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII IIIIIIIIII IIIII IIIIII���1' l I .3 i =iandscaT etutectf Irrkgaaon esker Ra TIiY PIv ui �A1dt�t'A PE rr:' t T`-= O I _ III III luaoollolool lllllllllllllllllllllllllllllllllll�lllllllllllplplll !di d !, CL 1 ! IIII !��� (�.I� I�� � l I I I ���� I �• �!� i „ .. - ., h� � _ - � - � . l � -� Deluded in this project,lnutia41aackaPe are •^_-heck tr,.srtiicated cvmxdet�a �� II II^'; III I O L2.2 IRRIGATION SPECIFICATIONS t� i �t — III Ih IIIIIIII I (IIII I .1 '�'�"`iumnum.isSn`ilL.4Lf1•hed Water Aly IIIIIIIIIIIIIIIIII IIIIIIIIIIII Q ail p . p !II d10 n tY Coaventio al LAn is apt 20r%72 IIII Ihgl�illllulullllllllp 111 lllllll�� �, �111 I�puuluuWUUllllllll v _ �(' �i1 Ly LC L3.1 PLANTING PLAN +Rtcreatio9L.1 irfbra4 Landszaps: 0��L 1 IIIIIII C to T Maxmn(nn Annual-Applied Water allovs:vice: 200,'�CCF cu� E C, 2 Estimated a im,—a 4.gL TT_>tq Hvdrozor d z;titer _-_ �e: O 1- O.� L4.1 PLANTING DETAILS Tcrfgrass Hyd _ :.ne_ � -i-I'�e Yeati4�t3:'i_S u' 'a Hc&ozones: 0.010—F .�. +Vert L.ow Plant H,vdr c.w ues: .r)C,:CF m L4.2 PLANTING SPECIFICATIONS '=.wPtat;�v:lroZ,r�a 7514CCF +lAe6um Plant Hydretones si, CcF +Hio-P tant Hydroz�r ea: ),i1 Z.0 F +water Features, Y drawn maf L5.1 LIGHTING PLAN, DETAILS, NOTES =EvninatedAimnalTatAI.4phedINateii Use: 10982 UCF 4 3 EATA1i11U{IA-A- WA proj. no. 0801 These plans have been reviewed* by the Coachella Valley Water District in Landscape Design.Pian accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 01/22/08 65597 et seq. requiring efficient landscape and irrigation design in cooperation X ` IrVattcn Design Plar with the local governing agency (City or County). *Approval of this drawing by CVWD staff does not constitute approval to scale As Noted X-A, 6 Grading Design P! a encroach into district and USBR Rights—of—Way. Trees, plants, walls and RECEIVED permanent structures of any kind may not be planted or installed in CVWD and NA r s,�,lChe"calAna]v-z,��tiorat; USBR easements or right—of—way without first obtaining an encroachment permit from CVWD. Sheet n0. Desfniptiian of Project_ Tlie plaiaiinag and design actions to achieve water conservation F F B 13 2008 and efficiency for the Behnent Office Building indhule selecting plants Nlth loss water I'equi nnents and the utilization of(hip DATE nligaeon• PUBLIC WORKS DEPARTMENT WATER MANAGEMENT SUPERVISOR LOOO CITY OF PALM DESERT Date:,1arEuary-2? 2t?tD.si Prepared by i�lichaelFitrtxnrn ' DEVELOPMENT SERVICES SUPERVISOR 1 of 8 G:\ProjedslBelmont Building1CD10801-1-0-Cover.dwg,1-0.0,2112/2008 1:46:02 PM,mfitchom,Adobe PDF 300DPI.pc3,1:1 cn \\\\\-=--I—11'&�\—\%�\\-,I11\\__\\,=%,\�1%\\\FF\AE\I_I\1\\X,%\\—%%1 1II.\\\S��\\.\*1T\1\\kkk:\.\,.,,-I..\N..\.--..,!\.G."\.I&"1.P-.Z1I."1,.1,.\X�i'.��,\-w s iii I\�wII\,%\"\�1/�I — ,�.-I,\\_,,�-,\�-�\�.%,';-II�\�\,.._"'"1 1.I.:%�_-,.-A-I�I"I-,_-,I'e,-A,i\,>"1�,,"�\.-I l\l.1\*,%(,\O%..I—\i"\.2,,\,,,L_:1­,I,_.�1\,.�\�--,,i\ .�,,,X,,6;�,""1�\.��:­..'1�\\:.".,.1.\.�._I.IL1:!I."*�, F1\�I.­:I�_e.\.I.\.�.­I.<*.1 I*.)�.\I 1.A.�,I.._.,\7.�,�\.—"�.,,.:I\..\:�.-1\��..1.1.,._�,Z....,.�-��IL.,\.�::.rr::.-, --'�IZ._���I�Is�,;II,�.:,N,__�,s.:,,1'q�I/.\:_�1'�,',.,N,.%,�.1:,' t"�1,,'�I.,%1_",'­\,� 1-(',11.-1��,�V G.-e,1��\-_,.�/".���1,N,-.�-\,.,:\i,."-;N/..�\_��\,"'..�.\�-.,�N 1T/.I��LN,-�),,..�.­,.���I';�""\,,\� ,".*­/.�".I,=..I\':I-&1-_,,1�\1\­­_-,1�,,�1 I/\��%1\,/\\1,_,-�.-)\�,,/.,I1\,r -II..�,,,tL\,�-�I':,\1&1�1(L-��1-"\L I 1 I�,:"\­.I� II.-.`.:1'iI,I\.I�.I�:._'I\X,�,\1,..L�1�.:�I\\LLX�!".\\1�-\,i:\,1�,�..,2.I.,.)I?,,LL.1.�,�LJ-.'\4�.`/L­\I I�_L�'',I��...1\-�I-_-"/1 1 I I�_I11�L,17..�1,"'.%I'Z..::..'..I L.I:'.,.,,:.:-�:'.'I1L....,.­­�:L",'.'/_r..r:L.,.,-L,'.'.�1IL..I L IL,,..LI:L''L'_:"r,.I_1'L..i.L,.L'"LI.''':L-'..I��'L..L......II.--:"I.L'i.1L:�L.:.'..,,;''...I,L.......'­,�.'�I...'.:I��..I:'..:.:.'I.......l,�.�.'.L1­i."..-L''..�.;I LL".............l,,,.L��.:,..'i_.r:.L:L'..,'L..i.,.,L.-�..I 7.LL'�­:L'...,'L.�.­;......I.._"i...�.:L'�L''..'...�...I:14L�,,..I1�I.........I,.,1:...::_L'�.�:'..'......�;�.....:."I­..........'.,I.1�..'.:L'�-�"�:'..'.......,"II:....:..":L."1 L.............. �L..�..I�I-,-:I..........1.':.�:.-:1:..,.'....,_:L 1..�..'::,7'........1.'_".::1...."..".I."...1......l�:�1/;:,......_...:1-.........',1"......:;...1..­...II'-'..l:..,.'....1,-..1 L�.'......'�:_-1..,.,...1"'L_�,..":�....'...­.1 �::L,..L.:L�.�:�Q'1­:.''1X1,.iW�,­,'.:�.L..._:...:��.l:.L-/1'.,'.­':��I:L'...�.1­�:..�i.'l�:.��L,."..I:i�,:L.:�A�,.�1�:..":�.L":L:.''�..'',:�;__­:­LL.:�-1.,.1­�L..­,:i�-'�:.­I�'..'1.":i��.:L':i_q..I".:;L.:ii-.,�:.�-'­.,,L." j1�:-:i��.,�::,::I',-:_��:.:,,I:: ��IL',�X�]I!1J��I'),II-"� "7"�lo,I,i=-iI-/L1"���1�_=6d_nC�:r.II,'I�I,�._' .�"7=i.�-._1.,�/,.�A� �_I.,-.,,l-/I-, �-.1 YX'-`_%1II.i�!�,� T?�::-;, /.1I_.-�d.1;!�.I.oI-L .1/01._4 I�/IiIi�I I,,,II Ir _�1,/\1,_ IP;, "0-,,I1 I 0,0. 1,_i,,"XI-�,�,.���I,.0,1�,.� I I./,$— I 1�_CV 1) �0o aj�00-0<=$aC0C�n0M_) ______-w_____ AST M g G E U MN7C7C46a20C6 UoA,)LZ03S ------w, ------__ S�q S TAR M W = -----_- — ---___ A TER CH A N _ __ N EL ^__'_ w X• TOP OF CONC. 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I »h. s1 G'+ " ' /':.: DRIP ZONE 4 S " , ♦ \ \ - - \\\ \ \ !'er i - / �." ./ - - » »,> , / /t \' », a \ i� ,/ s/ II II \ . �� -. \ y / , - Q I 0 — V . 1 DR P Z NE 3 S » »' J s .— ': . `� I ¢ EMITTER LEGEND DRIP ZONE 5-S �:�' .�;' o� PAI1Inor CYXD. , ; _ ,• I >3n,� - cIPnon eoTiuiul wlrf canon nArE ." I /L /;, r x /. T6t 1l� MI1T9t I� \ :: -. /., s, I I .s. \ , 1 2 RIP ZONE '5 S' a 5 .a 01 /01 >052o s \ ., / D / r `�` ,'/ `V' Acac' te+aphy shoestr ng Arac' L/ L \ \ /r \ T;' is i / I. :s :s .,... s< 0 L/01 \ J .`w /`.. �� I;'-. / '.%' ., �i �.hll 15��IfdrlS t"IDrTNI.1a1105 Desert(`�Illpa L/ 1 15-20'� n ». - D V ' :, r, \ »: 9 ar.<:: / Pakir�sania brd lksert Museun Palo Verde L/01 L/01 XB 20 G ,. <,. - : ,, I �. / � r DRIP ZONE 4 S i _ �II(r "«' / f �/' -J I ' '. < / :E PALh15 —�j \+' `._ 1 / ; /� Bea¢mm ru vato Elephant Foot Tree L/01 L/01 S)®-3i0-1032 / s [ - ' o o II II 1 / I I 0 ., DRIP ZONE 6 S -�r ,1� LrD l?. O O h Lhamaer humilis 0.5 M/0.5 5)�3i0 103Z `\ fi T AI o DRIP ZONE 6 S �F s» Mediterranean Fan Palm M/ r 000 I r Washigknia fliaa CaliFamia Fa PoUn N/Ob n/0.5 5X 3i0 1032 .:l. /( <_T / I. .._ Washh"ia lli era n/0.5 S103-9i0-t032 - s s \ \ I f t Galifomia Fm Palm N/Ob ., 1 O \ ' r �� r... .. I a f Erwraphila moaulata v.brevifolia Red Ererraphila L/01 L/01 )B�aPl1032 / / `^ 3 \ / , F.� / 1 z I Lex0yllun raididum'Silver Ctoud' Laucophyllun L/01 L/01 )03-�PC-1032 O \ ,; u anis u M/0.5 M/0.5 �-IOPC-1032 I M M hlmbergia co;r 11 Pink M Ney M \ r - s. J / Agare agustifolia Varegated Marginate L/01 L/01 1�D;PC-1032 W �— N \ ' .\ a, �' \ II l :? / 2. / / Agin ootarato Mescal Cenim L/OZ L,01 )B OaPC-1032 'f _ t� o \ ,- DRIP ZONE -S / Oo , -/ s x <;/ , r,.s?x: / guy NCN L/01 L/01 )�6�FC 1032 ` ' , `\ / / / / //: Fchracactus gusmif Goldin Barrel Cactus L/01 L/01 05PC-1032 _ t,,, Eu horbia bia `\ �\�i.`�`\ f s 0 / P EWIxr L(01 L/01 -05F'C-1632 s,: - , �\ \ iF y }r 1I \ ■ »� `£\ ,j' Fouryieria spladae Ocotillo L/01 L/01 )lB ffiPC-1�2 Cn `` \,' I DRIP ZONE "5 S" a 1LL 1 * C _ ^` , \\ ''\ \ / FS e r r1 / - ;` // + : Opantio basilaris Bemartail Prickly Poan I /01 L/01 1B 05PC-fD32 }I W •` 1 'L : ; ,»,s %;MN .,.. »,,,;,ss F '�� / ,:s, Opuitio violea'Santa-Ritd Puple prickly Pew L/01 L/01 )®-05PC_l= IU ,'; y ``` `\`\\ \` '■fir - �- +�*.__ - _ s�I � —e+— _'' 0� / `\\\ Fa E +, \ \ t�•� • ^^z'- —^"—., Pahycerew margiratus Mexican Farupost L/01 L/01 )IS-MK-1032 — \ .� I+ L ( ) _; .' , // '/' Yucca perdula Soft Leaf Yucca L/01 L/01 )5-05fC-IM t L_ . 1 _ DRIP ZONE II A_cll \ w \ » , : J \ t,,. "r x Y - / a Bdleya multlradiata Desert Marigold L/02 L/01 )03-?aP'_W2 1 ..-�° :" ,� f �" \ >. _ \\ \ ''" k /� n Traili Ind' Bush L/01 L/01 )0)05PC-1032 ` \ p ��9v99 :q >� Q� `' . \ \ \ / �� \ Q �, , verbena takllo 0.5 /0.5 sr�pClfiCat10r1S • v \-1 ` pu Moss venbera M I M IOf'C-1082 pe \ ` )' I/ �' ' G ( ft 'a,.. - / wr�s a ° c sheet book \ I \ , \ r °e aA°,��84b;°° Bwgoinvilla Sp. Bougaimilla M/0.5 M/OS )�20PC-1032 I AL . -- _ Rls 1 �` ' DRIP ZONE "4-Su \ I \ r.: z F ` ' I A - Q / \' � I ON. 12 ,SIGNAL POL `\ / a) ago Y "'' "_ ,,,� ..,,P "w.,,, ,� NAL P i r�i ; '. 0 0 Ls ; . y IRRIGATION LEGEND ' — T M M " SYMBOL MANUFACTURER MODEL NO, DESCRIPTION NOZZLE RADIUS PSI PATERN AI :<:s> a E E (SIGNAL `... RAINBIRD XB-05PC-1032 EMITTER i 0.5 30 - G,H RISER) - - - � - ------------l.�--------- C°V.W.D. PLANTING NOTES RAINBIRD XB-I0PC-1032 EMITTER 10 30 - G,N - _--- 1 XB-20PC-1032 EMITTER 2.0 - G,N `- "-- ------------------------------ -' � ■ RAINBIRD ' 1401 FULL CIRCLE BUBBLER - I - (15) i 30 - L 1. TREES ,PLANTS, WALLS, SIDEWALKS AND X RAINBIRD 1401 FULL CIRCLE BUBBLER I - - (15) 30 - L PERMANENT STRUCTURES OF ANY KIND SHALL NOT W G RAIN51RD XCZ-100-5-COM CONTROL ZONE KIT BE PLANTED, INSTALLED OR BUILT IN C.V.W.D. AND •o 0 USER EASEMENTS OR RIGHT-OF-WAYS WITHOUT RAINBIRD XCZ-075-PRF-BF CONTROL ZONE KIT I 5 >' * RAINBIRD #3RC QUICK-COUPLING VALVE B FIRST OBTAINING AND ENCROACHMENT PERMIT FROM m 0 �,Y H NIBCO 5B5-70 FULL PORT BALL VALVE (LINE SIZE) TO BE INSTALLED AT ALL SINGLE VALVES AND / OR C•V,W,D, C L C VALVE GROUPING. VALVES ARE TO BRANCH-OFF MAINLINE COURSE AND IN50LATE VIA GATE VALVE cccc ICI NEW I" BACKFLOW PREVENTER INSTALLED BY WATER DISTRICT A m�° m— [ RAINBIRD 16A-FDV AUTOMATIC FILTER DRAIN VALVE F C V.W.D. IRRIGATION NOTES E--- E-- INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER H . L) — — — — MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH FITTINGS I. NEW METER AND RP BACKFLOW TO BE INSTALLED BY C.O.D. 49 2. NO IRRIGATION SHALL BE INSTALL WITHIN 10 OF STORM CHANNEL (D • LATERAL LINE CLA55 200 PVC PIPE LINING. _0 - - LATERAL LINE CLASS 200 PVC PIPE LATERAL LINE CLASS 200 PVC PIPE 1 _S VALVE STATION: TREE (T), PALM (P), SHRUB (5) , GROUND drawn maf INDICATES ELECTRIC prof. no. 0801 COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT) CONTROL VALVE SIZE— 5GP INDICATES FLOW IN GALLONS PER MINUTE These plans have been reviewed* by the Coachella Valley Water District in date 01/22/08 NEW 4" LANDSCAPE WATER METER INSTALLED BY C•V,W,D. accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation II II PIPE SIZING CHART ! with the local governing agency (City or County). scale 1 -10r-0" A HUNTER ICC-1200PL ICC MODULAR SERIES 12 STATION IRRIGATION CONTROLLER WITH HUNTER ET SYSTEM D I *Approval of this drawing by CVWD staff does not constitute approval to _FOR ALL SLEEVING GRO55ING BELOW PAVING SEE SHEET LI FOR CORRECT SPECIFICATION. COORDINATE WITH ) encroach into district and USER Rights-of-Way. Trees, plants, walls and , E r„. ® permanent structures of any kind may not be planted or installed in CVWD and HARD5CAPE CONTRACTOR PIPE SIZE MAX. ALLOWABLE FLOW RI VD USER easements or right-of-way without first obtaining an encroachment permit ( M ) ill from CVWD. Sheet no. I.- THESE PLANS ARE DIAGRAMATIG, 2 0 - 5 GPM 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARD5CAPE FOR CLARITY ONLY. ) 3" 5 - 10 GPM � 101 401 FEB 1 3 2008 e DATE ll I I - 15 GPM L 1 . 1 • GENERAL IRRIGATION NOTES: 10 DIAL TWOWORlUNG 1 PUBLIC WCRK OEPARTNIENT WATER MANAGEMENT SUPERVISOR 14 16 - 25 GPM BEFORE DAYS BEFORE 0 cvrY CIF PALM DE''ERT I.- CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO INSTALLATION. , 111 YOU DIG YOU DIG 12 26 - 35 GPM TOLL FREE 1-800-227-2600 \»._,. >,•..-,,_ �' -A -'"--'._­"k­ A PUBLIC SERVICE BY 20l DEVELOPMENT SERVICES SUPEWSOR 2 of 8 211 36 - 55 GPM UNDERGROUND SERVICE ALERT Scale: 1"=10'-0" G:\Projects\Belmont Building\CD\0801-Lt-Irrigation.dwg,L1.1,2/8/2008 2:37:13 PM,mfitchom,Adobe PDF 30ODPI.pc3,1:1 �ODOCI °� UP TO oo' AWAY 1 MODEL ET SYSTEM SENSOR o FINISH GRADE/TOP OF MU, Fu o OPTIONAL ET WIND NOT SHOWN O QUICK-COUPLING VALVE. SEE LU 1 2 3 IRRIGATION LEGEND SUITABLE POST OR POLE MOUNT. MIN Eft. VALVE BOX WITH COVERao° SIZE U LEGEND O ABOVE PLANTING AREA, MIN 15ft AWAY OPVC 5CH 8o NIPPLE (LENGT" Q 1. BROOKS #1100 10"00" ROUND VALVE BOX 4 AS REQUIRED) W R P l A UCTU WITH TAN IN DG AREA S OR GREEN IN TURF FROM STR RES AREAS) BOLTDOWN COVER - HEAT BRAND BV1 "BV" ON VALVE BOX COVER IN 2" HIGH O3-INCH MINIMUM DEPTH OF 3/4' Q LETTERS. 2 CONDUIT FROM ET SYSTEM SENSOR TO 4 WASHED GRAVEL U 70390 I I O 5 ©BRICK (I OF 2) Hwy 111 Suite A 2 2. FINISH GRADE. 5 4 ET SYSTEM MODULE 111111111111 -,IILIN � Rancho Mirage PLAN I I 3. NIBCO 'T-585-70' FULLY PORTED BALL VALVE WITH HARD CHROME PLATED 6 OPVC SCH 40 STREET ELL Z BLOWOUT-PROOF STEM. ----� MODEL ET SYSTEM MODULE CA 92270 e • ® ®PVC 5CH 40 TEE OR ELL email: info@rpla.net ® MOUNT LESS THAN 6' AWAY FROM J 76o.32a-2682 " ROCK - 8" DEPTH. e-QD�a CONTROLLER _ 10 5. 3E 4 CRUSHED4UIRED NIPPLE (TYPICAL) o ® 4 OPVC MAINLINE PIPE IJJ 716i).202-7012 fox II.. Ip PVC SCH 40 ELL z www.rpla.net 2 REQUIRED). 0 6. COMMON BRICK 7 3 ( i 4 / ll ' STAKE W/ PRIMER 2 x 2 REDWOOD E Consulfin 7. 1" PVC SHC 40 COUPLING, USE o g 9 I � �I COMPATIBLE HU NTER IINTER CONTROLLERS M AND GREY GLUE. U - STAINLESS STEEL GEAR CLA PS �. Residential design " J O T s. 2 CLEARANCE. I I REFER TO IRRIGATION LEGEND OR EQUIVALENT SUPPORT i0 Commercial design 9. PVC MAIN LINE PIPE. U - o°°°o°ogoo: ° • ° ° ° 10. CHRISTY S I.D. TAG (SEE NOTES). 7 - d -)�L� SYSTEM Z © CONTROL WIRE TO VALVES 7 ca. Yc.a27s 0�g So 10 q 8 7 aoo.000 °4 8$80 080 �O ' 1' IN TURF AREAS. �J SECTION 2" IN SHRUB AREAS. O7 POWER SOURCE NOTE: I. FURNISH FITTINGS AND PIPING NOMINALLY 51ZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. �p,NDSCApF *NOTE* VALVE BOX AND COVER SMALL BE TAN IN COLOR IN D.G. AREAS �r7``� .F�R v E N icy o I WIRE FROM MODULE TO SENSOR STALL BE 18/2. USE CONTROLLER SMART QUICK COUPLING VALVE BALL VALVEIRRIGATION CONTROLLER N/ ET SYSTEM PORT TO CONNECT TO MODULE UN G J SCALE: 0 SCALE D SCALE: NOT TO SCALE SCALE: NOT TO SCALE LE NOT T LE ............. ............... SECTION VIEW BACKFLOW ENCLOSURE PER MAINLINE, LATERAL, CVWD q�E OF CA�\F��� OPVC SCH BO NIPPLE (CLOSE) AND WIRING IN THE MAINLINE LATERAL WIRING IN � O O2 VALVE BOX WITH COVER: 24-INCH SIZE SAME TRENCH PIPE PIPE CONDUIT RP VALVE 1. SLIP BASE SOCKET OVER ENDS OF WIRES. O3 ID TAG /// -- BRASS MALE ADAPTER 2. STRIP WIRES APPROX. 3/8" FROM ENDS ®WATER PROOF CONNECTION (1 OF 2) STEP 1 _____ (1 OF 2) TW15T TOGETHER. 7 6 5 4 3 2 4 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS - ( 30-INCH LINEAR LENGTH OF WIRE, COILED .O �� O ��j\�,, /��j/��� • i BRA55 UNION CRIMP AND CUT OFF EXCESS WIRE. O6 FINISH GRADE (1 Of 2) 4. APPLY SEALER TO OUTSIDE OF SEALING S O7 TOP OF MULCH i ( I BRASS q0' ELL PLUG - FILL CAVITY WITH SEALER. M' PLAN VIEW STEP 2 a L 3, O PVC SCH 40 COUPLING WIRE W/0 CONDUIT i (1 OF 4) 5. PULL BASE SOCKET OVER CRIMPED CON- -- -- ---j-� O PVC SCH 80 NIPPLE LENGTH AS 6 5 NECTION AS FAR AS POSSIBLE. 10 �' REQUIRED) ( ^�, U N. 12" I BRASS PIPE _ 10 PVC 5CH 40 ELL I I (TYPICAL) 6. PUSH SEALING PLUG INTO BASE SOCKET. I - -INCHLENGTH, - --- PVC SCH 80 NIPPLE 2 - 11 ( WIRES TO END OF BASE SOCKET oFINISH GRADE 7. PUSH RE o 0 0 0 HI AND PVC SCN 40 ELL STEP 3 o HIDDEN) / / /o � 0 o� 80Q ) / // \//\ \/ //� T TO ASSURE COMPLETE SEALING OF o0 ocp Oo 0 8 00 0 0 l \��,,� �\ \�\ .�� BRA55 FEMALE ADAPTER CONNECTION. - 12 PVC SCH 40 TEE OR ELL 8. RAIN BIRD 'SNAP-TITS' WIRE CONNECTOR 13 BRICK (I OF 4) IRRIGATION MAINLINE PIPE RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24-INCH LOOP IN AL OR APPROVED EQUAL. 14 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WIRING AT CHANGES OF AND BESIDE MAINLINE. PLASTIC PIPING TO BE BRASS PIPE FROM PVC MALE ADAPTER STEP4 OWASHED GRAVEL SNAKED IN TRENCH AS POINT-OF-CONNECTION TAPE AND BUNDLE AT UNTIE AFTERALL R GREATER. 11 12 13 14 15 Ib 11 IS 15 PVC MAINLINE 10-FOOT INTERVALS. SHOWN. Ib � �E KIT: RAIN BIRD MODEL CONNECTIONS HAVE BEEN MADE. NOTES: ALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS NOTES: a 17 PVC 5CH W UNION FOR SERVICING 1, SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. ASSEMBLY OF THE PIPE OR WIRE BUNDLE WITHIN. 3. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. - 18 PVC SCH 40 MALE ADAPTER 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. O A ION CONTROL ONE KIT PPE t WIRE TRENC�4ING BACKFLON PREVENTER INSTALLED BY CVWD N WIRE CONNECTORLn XER G T TR L Z pp N K SCALE: NOT TO SCALE D SCALE: NOT TO SCALE SCALE: NOT TO SCALE - SCALE: NOT TO SCALE , KEY NOTES LEGEND C.V.W.D. IRRIGATION NOTES c� U (DIELECTRIC EMITTER CONTROL VALVE ASSEMBLY. I. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES I. NEW METER AND RP BACKFLOW TO BE INSTALLED BY C,V.W.D. Q SMALL MEET THIS REQUIREMENT INCLUDING THOSE O O EMITTER (SEE DETAIL FOR ASSEMBLY) WHICH ARE DIAGRAMATICALLY SHOWN SHORT OF THE DISTANCE ON PLANS. CY.W.D. PLANTING NOTES _ O AUTOMATIC FLUSH VALVE. O 11 .♦..J O DRIP LATERAL - PVC CLASS 200 PIPE. 2. 5 MIN 1 M U M. Q 3. BACKFILL AND COMPACTION SHALL MEET GRADING 1. TREES PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES So SPECIFICATIONS. OF ANY KIND SHALL NOT BE PLANTED INSTALLED OR BUILT IN a; O HEADERBOARD C.V.W.D. AND USSR EASEMENTS OR RIGHT-OF-WAYS WITHOUT FIRST O BOULDERS - SEE PLANTING PLAN. I 4. BACK OF CURB OR EDGE OF HARDSCAPE. _ ^♦ 5. SCHEDULE 40 SLEEVE. m m W Ca 6. FINISH GRADE. OBTAINING AND ENCROACHMENT PERMIT FROM C,V.W.D. t o f 2 Q 4 specifications 3 sheet book ❑ PLAN (TREE) k - - I _ 1 3 - a 00 ca o 0 - -I aD T 00 b r co 3 ------- r a E E E 5 b - NOTE: ALL SLEEVES SHALL 7 BE TWICE THE SIZE OF THEI. EXAMPLE DRIP EMITTER LATERAL SYSTEM 5LEEV NG INTERNAL OBJECT. Ln CIO SCALE: NOT TO SCALE SCALE: NOT TO SCALE ` PLAN (PALM) : •o N o L I Y Y 1 11 2-° I OI SINGLE-OUTLET EMITTER 0 t� 0 5 M REFER S5U -C N5A IN I I SERIES. 2 P EA. OM r 40 E RE E T I BUBBLER G PR P G ( r �,_ �,_ 1 FINISH GRADE/TOP OF MULCH CI\i�D ---� TO IRRIG. LEGEND, ►Ev E E _ 10 2. ANTI-DRAIN VALVE. 2 O2 POLYFLEX RISER: `\��\\\/ �� 2 O2 VALVE BOX WITH COVER: oLL oS 3. FINISH GRADE. (LENGTH AS REQUIRED) i RAIN BIRD VB-6RND 3 8 4. PVC SCN, 80 NIPPLE. 3 O3 PVC 5CH 40 ELL E E 1 3 0 8 - m 5. PVC TxT 90 DEG. ELL. 4 PVC LATERAL PIPE b. MARLEX TxT 90 DEG. STREET O3 TOP OF MULCH p ��- r.P ,,TEST ELL. 5 AUTOMATIC DRAIN VALVE: G O 7. LATERAL LINE FITTING. 3 O FINISH GRADE 5 RAIN BIRD 16A-FDV drawn maf 8. BERM TO FORM WATERING B A51N G IC I0 I 12 6 BRICK F 2 1/2-INCH 0 IS O ( 2 X LYFLEX R ER/ P I 5 ro . no. 0801 0 AN.q. TRE E: REFER T PLAN. 4 0 7 - H OF P J 4 MINIMUM DEPTH- ADAPTER: RAIN I -050 6 INCH M # A: D PTER R BIRD FRA IS W ADAPTER MODEL PFRlFR 0 / D PTER 10, P LYFLEX R ER 3/4-INCH WASHED RAVEL - 6 /4 G in Water District 5 (LENGTH AS REQUIRED) 2 MIN. These plans have been reviewed by the Coachella Valley adate 01)Zti08 C SCN 0 D P 4 TEE R ELL 11 .8 Section 6 V ter Code Title 7 Division 1 Chapter 3 Article 0 with Water ,accordance ,ac , 65597 et seq. requiring efficient landscape and irrigation design in cooperation 6 7 PVC LATERAL PIPE with the local governing agency (City or County). scale NT$ 0 I I *Approval I of thi s drawing b CVWD staff does not constitute approval to NOTE: PP g y PP NOTE encroach into district and USBR Rights-of-Way. Trees, plants, walls and DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. 5 permanent structures of any kind may not be planted or installed in CVWD and SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE 6 EMITTER TO BE ON HIGH SIDE OF 7 USBR easements or right-of-way without first obtaining an encroachment permit sheet no. IN THE R15ER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION from CVWD. AN ONSO WI-4 N PLANTED SLOPE. SHRUB E PL E THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER EMITTER TO BE AT LEAST 6° HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION, INSTALLATION OF ANTI-DRAIN VALVES SHALL BE UPHILL FROM ROOTBALL TO DATE L2e INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. IRRIGATE PROPERLY. VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS WATER INANACEMEKr SUPERVISOR 1 XERI-BUBBLER (IN S�IRUB AREA 0 EMISSION DEVICE ON FLEX RISER IN SAO BEDS AUTOMATIC DRAIN VALVE L SCALE: NOT TO SCALE;; SCALE: NOT TO SCALE , DEVELOPMENT SERVICES SUPERV190R 3 of 8 SCALE: NOT TO SCALE G:\Projects\Belmont Build inglCD10801-1-2-Irrigation Details.dwg,L2.1,2/8/2008 2:37:50 PM,mfitchom,Adobe PDF 300DPI.pc3,1:1 IRRIGATION SPECIFICATIONS w U Q R P L A LU Q SECTION 02813 - LAWN SPRINKLER PIPING 2.5 AUTOMATIC CONTROL SYSTEM 3.4 JOINT CONSTRUCTION U 70390 0 Hwy 111 Suite A PART I - GENERAL " " Rancho Mirage A. EXTERIOR CONTROL ENCLOSURES: NEMA 250, TYPE 4 WEATHERPROOF ENCLOSURE WITH LOCKING A. REFER TO DIVISION 2 SECTION UTILITY MATERIALS FOR PIPE JOINT CONSTRUCTION REQUIREMENTS, Q CA 92270 COVER AND TWO MATCHING KEYS; AND INCLUDE PROVISION FOR GROUNDING. B. PVC PIPING GA5KETED JOINTS: CONSTRUCT UNDERGROUND JOINTS BETWEEN CA5T-IRON VALVES AND -� email: info@rpla.net 1.1 SUMMARY B. TRANSFORMER: INTERNAL, AND SUITABLE FOR CONVERTING 120-V AC BUILDING POWER TO 24-V AC PVC PIPE WITH ELASTOMERIC SEALS THAT FIT PIPE AND VALVE ENDS. USE LUBRICANT ACCORDING TO 760.324-2682 W 760.202-7012 fax POWER. ASTM D 3139. • A. THIS SECTION INCLUDES PIPING, VALVES, SPRINKLERS, CONTROLS, AND WIRING. C. CONTROLLER STATIONS FOR AUTOMATIC CONTROL VALVES: EACH STATION 15 VARIABLE FROM C. DISSIMILAR PIPING MATERIAL JOINTS: CONSTRUCT JOINTS USING ADAPTERS OR COUPLINGS THAT ARE 09 www.rplo.net APPROXIMATELY FIVE TO 60 MINUTES. INCLUDE SWITCH FOR MANUAL OR AUTOMATIC OPERATION OF EACH COMPATIBLE WITH BOTH PIPING MATERIALS, OUTSIDE DIAMETERS, AND SYSTEM WORKING PRESSURE. D a- Consulting PART 2 - PRODUCTS STATION. Residential design D. TIMING DEVICE: ADJUSTABLE, 24-HOUR, 14-DAY CLOCK WITH AUTOMATIC OPERATIONS TO SKIP 3.5 PIPING INSTALLATION a 0 Commercial design 2.1 PIPES AND TUBES OPERATION ANY DAY IN TIMER PERIOD; TO OPERATE EVERY OTHER DAY; OR TO OPERATE TWO OR MORE Z TIMES DAILY. A. INSTALL PIPING AT UNIFORM SLOPE OF 0.5 PERCENT MINIMUM, DOWN TOWARD DRAIN VALVES, 4 ca. Rc.4275 A. PVC, PIPE: ASTM D 17851 PVC 1120 COMPOUND, SCHEDULE 40. I. MANUAL OR SEMIAUTOMATIC OPERATION. ALLOW THIS MODE WITHOUT DISTURBING PRESET AUTOMATIC B. INSTALL PIPING FREE OF SAGS AND BENDS. B. PVC PRESSURE-RATED PIPE: A5TM D 2241; PVC 1120 COMPOUND; 5DR5 211 26, AND 32.5. OPERATION. C. INSTALL GROUPS OF PIPES PARALLEL TO EACH OTHER, SPACED TO PERMIT VALVE SERVICING. 2, NICKEL-CADMIUM BATTERY AND TRICKLE CHARGER: AUTOMATICALLY POWER TIMING DEVICE DURING D. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. 2.2 PIPE AND TUBE FITTINGS POWER OUTAGES. E. INSTALL UNIONS ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NP5 2 0`aNDSCAp£ E. WIRING: UL 493, TYPE UF, SOLID-COPPER-CONDUCTOR, INSULATED CABLE, SUITABLE FOR DIRECT OR SMALLER PIPE CONNECTION. �`'� F�RyE� No�ti��, A. COPPER UNIONS: ASME 816.18, CAST-COPPER-ALLOY BODY, HEXAGONAL STOCK, NTH BURIAL. F. INSTALL FLANGES ADJACENT TO VALVES AND FINAL CONNECTIONS TO OTHER COMPONENTS WITH NP5 a �" BALL-AND-SOCKET JOINT, METAL-TO-METAL SEATING SURFACES, AND SOLDER JOINT, AND THREADED OR I. FEEDER-CIRCUIT CABLES: NO. 12 AWG MINIMUM BETWEEN BUILDING AND CONTROLLERS. 2-1/2 OR LARGER PIPE CONNECTION. J = Q SOLDER-JOINT ENDS. INCLUDE THREADS COMPLYING WITH A5ME 131.20.E 2. LOW-VOLTAGE, BRANCH-CIRCUIT CABLES: N0. 14 AWG MINIMUM, BETWEEN CONTROLLERS AND G. INSTALL DIELECTRIC FITTINGS TO CONNECT PIPING OF DISSIMILAR METALS, z •Z_„� s • B. PVC SOCKET FITTINGS, SCHEDULE 40: ASTM D 2466. AUTOMATIC CONTROL VALVES AND COLOR-CODED DIFFERENT THAN FEEDER-CIRCUIT-CABLE JACKET COLOR H. INSTALL UNDERGROUND THERMOPLASTIC PIPING ACCORDING TO ASTM D 2774 AND ASTM F 690. "'a3 C. PVC THREADED FITTINGS: ASTM D 2464. AND WITH JACKETS OF DIFFERENT COLORS FOR MULTIPLE-CABLE INSTALLATION IN SAME TRENCH. I. LAY PIPING ON SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS OR DEPRESSIONS. s� D. TRANSITION FITTINGS: MANUFACTURED ASSEMBLY OR FITTING, WITH PRESSURE RATING AT LEAST 3. SPLICING MATERIALS: PRESSURE-SENSITIVE, THERMOPLASTIC TAPE; WATERPROOF SEALING PACKETS; J. INSTALL PVC PIPING IN DRY WEATHER WHEN TEMPERATURE 15 ABOVE 40 DEG F. ALLOW JOINTS TO qjF OF CAS_ EQUAL TO THAT OF SYSTEM AND WITH ENDS COMPATIBLE TO PIPING WHERE FITTING IS TO BE INSTALLED. OR OTHER WATERPROOF CONNECTORS. CURE AT LEAST 24 HOURS AT TEMPERATURE ABOVE 40 DEG F BEFORE TESTING, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. 2.3 VALVES AND VALVE SPECIALTIES PART 3 - EXECUTION 3.6 VALVE INSTALLATION A. BRONZE BALL VALVES: M55 5P-110, CLA55 1501 600-PSIG COLD WORKING PRESSURE. INCLUDE 3.1 TRENCHING AND BACKFILLING BRONZE, TWO-PIECE CONSTRUCTION BODY WITH FULL PORT; CHROME-PLATED BRA55 BALL; A. UNDERGROUND GATE VALVES: INSTALL IN VALVE BOX WITH TOP FLUSH WITH GRADE, BLOWOUT-PROOF STEM; PTFE SEATS AND SEALS; THREADED-END CONNECTIONS; AND LEVER HANDLE. A. INSTALL WARNING TAPE DIRECTLY ABOVE PRESSURE PIPING, 12 INCHES BELOW FINISHED GRADES, I, INSTALL VALVES AND PVC PIPE WITH RESTRAINED, GASKETED JOINTS, B. BRONZE GLOBE VALVES: M55 SP-80, CLASS 1251 WITH FITTING FOR KEY OPERATION AND EXCEPT 6 INCHES BELOW 5UBGRADE UNDER PAVEMENT AND SLABS. B. UNDERGROUND CURB STOPS: INSTALL IN SERVICE BOX WITH TOP FLUSH WITH GRADE. UNDERGROUND APPLICATION, B. INSTALL PIPING AND WIRING IN SLEEVES UNDER SIDEWALKS, ROADWAYS, PARKING LOTS, AND C. UNDERGROUND, MANUAL CONTROL VALVES: INSTALL IN MANUAL, CONTROL-VALVE SERVICE BOX. C. PLASTIC VALVES: PVC WITH 150-P5IG MINIMUM PRESSURE RATING, ENDS COMPATIBLE WITH PIPING, RAILROADS. D. CONTROL VALVES: INSTALL IN CONTROL-VALVE SERVICE BOX. AND TEE HANDLE, C. DRAIN POCKETS: EXCAVATE TO SIZES INDICATED, BACKFILL WITH CLEANED GRAVEL OR CRUSHED E. DRAIN VALVES: INSTALL IN CONTROL-VALVE BOX, D. BRONZE DIAPHRAGM VALVES: CAST-BRONZE BODY, NORMALLY CLOSED, WITH MANUAL FLOW STONE, GRADED FROM 3 TO 3/4 INCH MINIMUM, TO 12 INCHES BELOW GRADE. COVER GRAVEL OR F. VALVE BOXES IN TURF AREAS SHALL BE GREEN IN COLOR, BOXES IN SHRUB BEDS SHALL BE TAN IN ADJUSTMENT, AND OPERATED BY 24-V AC SOLENOID. CRUSHED STONE WITH SHEET OF ASPHALT-SATURATED FELT AND BACKFILL REMAINDER WITH EXCAVATED COLOR, E. PLASTIC DIAPHRAGM VALVES: MOLDED-PLASTIC BODY, NORMALLY CLOSED, WITH MANUAL FLOW MATERIAL. ADJUSTMENT, AND OPERATED BY 24-V AC SOLENOID. D. PROVIDE MINIMUM COVER OVER TOP OF UNDERGROUND PIPING ACCORDING TO THE FOLLOWING: 33 SPRINKLER INSTALLATION F. AUTOMATIC DRAIN VALVES: SPRING-LOADED, BALL VALVE OF CORROSION-RESISTANT CONSTRUCTION I, PRESSURE PIPING: GREATER DEPTH OF MINIMUM OF 36 INCHES BELOW FINISHED GRADE, OR NOT LESS AND DESIGNED TO OPEN FOR DRAINAGE IF LINE PRESSURE DROPS BELOW 2-1/2 TO 3 P51G, THAN 18 INCHES BELOW AVERAGE LOCAL FR05T DEPTH. A. FLUSH CIRCUIT PIPING WITH FULL HEAD OF WATER AND INSTALL SPRINKLERS AFTER HYDROSTATIC G. QUICK-COUPLERS: FACTORY-FABRICATED, BRONZE OR BRASS, TWO-PIECE ASSEMBLY. INCLUDE 2. CIRCUIT PIPING: 12 INCHES. TEST 15 COMPLETED. COUPLER WATER-SEAL VALVE; REMOVABLE UPPER BODY WITH SPRING-LOADED OR WEIGHTED, 3. DRAIN PIPING: 12 INCHES . B. INSTALL LAWN SPRINKLERS AT MANUFACTURER'S RECOMMENDED HEIGHTS, RUBBER-COVERED CAP; HOSE SWIVEL WITH ASME 81.20.71 3/4-11.5NH THREADS FOR GARDEN HOSE ON 4. SLEEVES: 24 INCHES . C. LOCATE PART-CIRCLE SPRINKLERS TO MAINTAIN A MINIMUM DISTANCE OF 4 INCHES FROM WALLS AND OUTLET; AND OPERATING KEY. 2 INCHES FROM OTHER BOUNDARIES, UNLESS OTHERWISE INDICATED, .� I. LOCKING TOP OPTION: INCLUDE VANDAL-RESISTANT, LOCKING FEATURE WITH TWO MATCHING KEYS. 3.2 PIPING APPLICATIONS H. CURB-STOP SERVICE BOXES: CAST IRON WITH TELESCOPING TOP SECTION OF LENGTH REQUIRED FOR 3.8 AUTOMATIC CONTROL SYSTEM INSTALLATION .0 O DEPTH OF BURY OF VALVE, COVER WITH LETTERING "WATER," BOTTOM SECTION WITH BASE OF SIZE TO A. ABOVEGROUND, PRESSURE PIPING: O FIT OVER CURB STOP, AND 3-INCH- DIAMETER BARREL. INCLUDE STEEL TEE-HANDLE SHUTOFF ROD WITH I. NIPS 4 AND SMALLER: [TYPE M] [TYPE L] HARD COPPER TUBE WROUGHT- OR CAST-COPPER A. INSTALL CONTROLLERS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS INDICATED. 04 ONE POINTED END STEM OF LENGTH TO OPERATE CURB STOP, AND SLOTTED END FITTING CURB-STOP FITTINGS, AND SOLDERED JOINTS. B. INSTALL FREESTANDING CONTROLLERS ON PRECAST CONCRETE BASES NOT LE55 THAN 36 BY 24 BY 4 HEAD. 2. NP5 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND INCHES THICK, AND NOT LE55 THAN 6 INCHES GREATER IN EACH DIRECTION THAN OVERALL DIMENSIONS j r' I. VALVE BOXES: CAST IRON WITH TOP SECTION AND COVER WITH LETTERING "WATER," BOTTOM SECTION SOLVENT-CEMENTED JOINTS. OF CONTROLLER. Q> .V C)WITH BASE TO FIT OVER VALVE, 5-INCH- DIAMETER BARREL, AND ADJUSTABLE CAST-IRON EXTENSION OF B. UNDERGROUND, PRESSURE PIPING: C. INSTALL CONTROL WIRING IN SAME TRENCH WITH PIPING. INSTALL WIRING WITH LOOPS AT CONTROL 0 LENGTH REQUIRED FOR DEPTH OF BURY OF VALVE. INCLUDE STEEL TEE-HANDLE, SHUTOFF ROD WITH ONE I. NIPS 4 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND VALVES AND CONTROLLERS, AT INTERVALS NOT GREATER THAN 100 FEET, AND CHANGES IN DIRECTION TO 0 . - POINTED END, STEM OF LENGTH TO OPERATE VALVE, AND END FITTING VALVE OPERATING NUT. SOLVENT-CEMENTED JOINTS, ALLOW FOR EXPANSION, BUNDLE WIRING IN SAME TRENCH AT 10-FOOT INTERVALS. J. CONTROL-VALVE BOXES: PE, ABS, FIBERGLASS, POLYMER CONCRETE, OR PRECAST CONCRETE BOX C. CIRCUIT PIPING: AND COVER, WITH OPEN BOTTOM, OPENINGS FOR PIPING, AND DESIGNED FOR INSTALLING FLUSH WITH I. NP5 2 AND SMALLER: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND 3.9 CONNECTIONS 0 O GRADE. INCLUDE SIZE AS REQUIRED FOR VALVES AND SERVICE. SOLVENT-CEMENTED JOINTS, 0 0 I, DRAINAGE BACKFILL: CLEANED GRAVEL OR CRUSHED STONE, GRADED FROM 3 INCHES MAXIMUM TO 2. NP5 2-1/2 TO NPS 4: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND A, CONNECT WATER SUPPLIES TO LAWN SPRINKLER PIPING WITH BACKFLOW PREVENTER5 AT CONNECTIONS _ So 3/4 INCH MINIMUM. SOLVENT-CEMENTED JOINTS, TO POTABLE-WATER SUPPLIES. r B. GROUND ELECTRIC-POWERED CONTROLLERS, VALVES, AND DEVICES. c 2.4 SPRINKLERS D. UNDERGROUND BRANCHES AND OFFSETS AT SPRINKLERS AND DEVICES: SCHEDULE 40 PVC PIPE, PVC C. ARRANGE FOR ELECTRIC-POWER CONNECTIONS TO CONTROLLERS, CONTROL VALVES, AND DEVICES C.V.W,D. PLANTING NOTFF THREADED FITTINGS, AND THREADED JOINTS. THAT REQUIRE POWER. ELECTRIC POWER, WIRING, AND DISCONNECT SWITCHES ARE SPECIFIED IN DIVISION A• DESCRIPTION: MANUFACTURER'S STANDARD DESIGNED FOR UNIFORM COVERAGE OVER ENTIRE AREA E. RISERS TO ABOVEGROUND SPRINKLERS AND SPECIALTIES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC 16 SECTIONS, I. TREES ,PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES INDICATED, AT AVAILABLE WATER PRESSURE. SOCKET FITTINGS, AND SOLVENT-CEMENTED JOINTS. CC..V.W,D. A ANY ND USBR EASEMND SHALL NOT ENTS OR T IGNT-� NOU NTWTR BUILT I specifications FIRST B. COMPONENTS: BRASS OR PLASTIC HOUSING AND CORROSION-RESISTANT INTERIOR PARTS. F. DRAIN PIPING: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND FIELD QUALITY CONTROL C. NOT USED. SOLVENT-CEMENTED JOINTS, OBTAINING AND ENCROACHMENT PERMIT FROM C.V.W.D. Fsheetr book ❑ D. BUBBLERS: FIXED PATTERN, WITH SCREW-TYPE FLOW ADJUSTMENT. G. DRAIN PIPING: 51DR q, 11.51 OR 15 PE CONTROLLED ID PIPE; INSERT FITTINGS FOR PE PIPE; AND D. TESTING: HYDROSTATICALLY TEST PIPING AND VALVES BEFORE BACKFILLING TRENCHES. PIPING MAY E. NOTE USED BANDED OR COUPLED JOINTS. BE TESTED IN SECTIONS. F. NOTE USED H. SLEEVES: SCHEDULE 40 PVC PIPE, SCHEDULE 40 PVC SOCKET FITTINGS, AND SOLVENT-CEMENTED 1. CAP AND TEST PIPING WITH STATIC WATER PRESSURE OF 50 P51G ABOVE SYSTEM OPERATING U.N.D. IRRIGATION NOTES 7-C,:) G. NOTE USED JOINTS. PRESSURE AND WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS, ISOLATE TEST 1. NEW METER AND RP BACKFLOW TO BE INSTALLED BY C.V.W.D. co H. STRAINER/FILTER UNITS: BRA55 OR PLASTIC HOUSING, WITH CORRO51ON-RE5ISTANT INTERNAL PARTS, SOURCE AND ALLOW TO STAND FOR FOUR HOURS, OF SIZE AND CAPACITY REQUIRED FOR DEVICES DOWNSTREAM FROM UNIT. 3.3 VALVE APPLICATIONS 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR PORTION THEREOF > E I. SINGLE-OUTLET EMITTERS: PLASTIC BODY, TO DELIVER THE FOLLOWING FLOW AT APPROXIMATELY 20 UNTIL SATISFACTORY RESULTS ARE OBTAINED. PSIG: A, ABOVEGROUND, SHUTOFF-DUTY VALVES: J. DRIP TUBES: NIPS 1/2 FLEXIBLE PE OR PVC FOR EMITTERS AND OTHER DEVICES, OF LENGTH I, NP5 2 AND SMALLER: [BRONZE, NONR151NG-STEM GATE] [PLASTIC] VALVE. 3.10 CLEANING AND ADJUSTING INDICATED, AND WITH PLUGGED END. 2. NP5 2-1/2 AND LARGER: CAST-IRON, NONRI5ING-5TEM GATE VALVE. B. UNDERGROUND, SHUTOFF-DUTY VALVES: A. FLU5H DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. I, NPS 2 AND SMALLER: CURB STOP, WITH TEE DEAD, CURB-STOP SERVICE BOX, AND SHUTOFF ROD, B. ADJUST AUTOMATIC CONTROL VALVES TO PROVIDE FLOW RATE OF RATED OPERATING PRESSURE 2. NP5 3 AND LARGER: GATE VALVE, WITH ELASTOMERIC GASKETS AND STEM NUT, VALVE BOX, AND REQUIRED FOR EACH SPRINKLER CIRCUIT. SHUTOFF ROD. C. NOT USEDLn s C. UNDERGROUND, MANUAL CONTROL VALVES: BRONZE GLOBE VALVE WITH CONTROL-VALVE SERVICE BOX D. ADJUST SETTINGS OF CONTROLLERS AND AUTOMATIC CONTROL VALVES. AND VALVE KEY. D. CONTROL VALVES: 3.11 END OF SECTION 02513 K. Ln I. NP5 2 AND SMALLER: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE BALL] [PLASTIC] a,Y VA2VNP5 2-1/2 AND NP5 3: [BRONZE DIAPHRAGM] [PLASTIC DIAPHRAGM] [BRONZE, NONR151NG-STEM o GATE] VALVE, E. DRAIN VALVES, NP5 1/2 AND NP5 3/4: [AUTOMATIC DRAIN] [BRONZE, NONRISING-STEM GATE] [BRONZE BALL] [PLASTIC DRAIN] VALVE. drawn maf proj. no. 0801 These plans have been reviewed* by the Coachella Valley Water District in date 01/22/08 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). scale NTS *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. sheet no. F FB 1 3 2003 DATE L 2 9 2 WATER MANAGEMENT SUPERVISOR F J '4_i� -:) S D UJ DEVELOPMENT SERVICES SUPERVISOR 4 of 8 G:\ProjedslBelmont Building=\0801-L2-Irrigation Details.dwg,L2.2,2/8/2008 2:38:35 PM,mfitchom,Adobe PDF 300DPI.pc3,1:1 - _ _ __ _ _ __ __ __ __ _ _ __ _ __ _ _ _ _____ _ __ __ �------- �_ EAST MqG N ESI A S T� EXISTING MOUNDING APPROXIMATE IU __----_____- R M _ ------__ WATER �H LOCATION AND ARRANGEMENT t' ANNEX �-���-�-'"� X. TOP OF CONC. U '��_r_Y ��- -�_' Q CHANNEL LINING R P L A W ---------�%� ------ ___ CD �- �------ Q CD SET 2X2 HUB '-- - --- o _"-`_-_---- ______`_'-'-------- -� U 70390 -,-�`V.W.D. R/W ----- _ ---' - 0 --==may -cam-- - -----\� - \ - - - - - - ' _-- _ ---��'_ ------- N8 7' " 2 �a-- _ R W - �� ----___�---�� _____ � H 111 S A �( 8 �` ill  U P/L�_�C / ° ° ° �� Z Rancho Mir e �� �, I "� \ i I/IRV � ;/lid "', r �4 -- __ _ _ - °i� °� ° °_ _ ° ° °o °°°° ° °° ° \\ --____- ____--t--------___- Hwy ,\ I x:' P P - - ° °°° °d o o °` ° - ao-- - - �--s-- - -° ° \° C.V.W. \---------_----------------------- _ CA 92270 \\ O I \ N01 - _�_ __°°t-- ' ® ° °B°po po0 ° ° e� °° o-� -o-c---�- - - - - - -- ~-'----- - \ I '20 --1 XF - _-__ \ - - -- - _ _ _ - -i email: infoftia.net 760.202-7012 fax \ \\\ ` ° IVY. �'� \ ` I ��� - - -�7 SE 2X2 HUB G I /� / / www.rpla.net \\\ I P 1 � �G -- - \`-I \` \) / ii// �' moo `• _ t3 Consulting \ 9 o0 0 000 - ------ y - -_ / o _ / o 0 ",o \� F / 19 � !� 0080 00� I - Residential design \ ; 'y �'--,,/ �� "'k Z I I o °o° 5 G Commercial design �� I C s Z / 4 I \. / � \ Q ca. lic.4275 p / 11 ., I, / OC / / - �' - \ 1O T.W, +5' T.W. +5' III\ I - n> s / 18VS 111 11 �, \ � ----/ // I I µ µ 1 P i « » i � � I I - , r,r G ,�\ 1 --- `-- - -� -------------e -- --- 7�-- - - F I \1\� LANDSCAPE 1 --�- --- ----- --F-------€ -- e I 5 �o O ��� »» N �C, R E � l c 4, III \`,` 1 ..ice�' /�'/ ° o` �� o a o°° o °° °°° o j�'�� �..,:,„,{...,,,, .,,, ,,� B Cop• ��4J Q ,VD �/� I pi, C �- ,- / f SEf Vte.1�AS ATEI Il+l.- ° // 1LT�R +t / / SYMBOL 51� E T:�Id5 2 n . 6Ul III IC ' anwe ax" °roc GAS r a 6k4k4't Z-I/Z taro otiuoe T - --- - - ° N O BLi3G. ; ;; < - ik -� ----- -- g - I 5ks t 9T 9 k9 2 tom C 11 16 15/ o�°off°o OF CAS\F `' '...� '���i 14 °°° °° °�° -I _ XTING MOUNDING APPROXIMATE G 4k3kz :I�R taro ' / o° o ; / • �► \ a '%ocATION AND A N M ' d RRA E EN 9k4kz I1 `\ rp•• 1iliwG`� o o A GIII 7 *-�.- G T o n taro t - Zk9kZ 3/4 ton t _ E °4► e �11 .� G / C 10 0 0 ... v c^ / °°° ♦�♦ �/ P 3k1k2 t 3/4 ton \ °°° , ' 6 2'aQkP!U4 tan 0 0 ` . G ® 0 RETAINING WALL ' •.. Q DIAL mowaaarc \ °« 11:1 ®o- Oo ':-'��� o� PLANTING LEGEND B a°o '" PER CIVIL o ° '\ 7-2600 CQlIRALTQt 4VJLQ T I� PALM tx FREE 1 DE96tT � � �/ 1 22 \` t o D °®� / i� `�, DESCRIPTION 80TANGIL NAPIE LATpt NAPE 9A%o 9UPH IED �'� WATER tEFDB YMTOt'1� RBtAtiKS A PUBLIC SERVICE BY ` eR° °°8° ' TREES JND6�GRaUNDS13tVICEA:H2T Atxia Ile shoestring Acak \. °�° °°o A G ET. �/� / F �� al+y 4 30'bat L/0.2 L/01 flardrad tegFts ad tt4du. a LLJJ/ 1. 11.1 °o ASIN �/� \` °$ °8 g �° �--'-'�. o °°�m o° / / ., . ° Chilapsis Ikwais'Warrat Jaws' Desert Willow 3 24"box L/01 M/ Mrtt trtnk mdd •and udth 11 ° } ° \ \ ` °°0 11 °�i!ii Nii!!)!�....... ° ego a °v o 0 0 , , / / - �i G A� Parkireaiia hybrid'Desert MLeun' Polo Varde 4 30,bee L/0.2 L/02 UA VOC ^dchd heipFLs ad P&M \ ° , 11 4 k +4 A o o 'epfa't 2 15 ga. L/01 L/01 0 1 / Beaucanea recu yata E Foot Tree 11.11����(i 6 0 1, \' - - ° o B + , R�LI °ems / 11 Y t; \ EX. RAMP W/ HANDRAILS 909 I ° ehanaeop5 humilis Mediterranean Fan Palm q 20 gal. M/0.5 n/0.5 8.15 00° / `\ V 11 A G _ Wash i a okra-:�,-� \ _ I / o®e ^\ • rgtat California Fm Palm 4 N/0.8 M/0.5 ExsG+q to norm `` / �' III: oo / `,\C` • 5Ivrwd Troia W skits.Krirvn �!\ \ \ I G °° °°° °° i + i' O WceNtgtonia filifaa California Fen Palm 3 10' -12'H.T.N. FI/0.8 M/0.5 truck acn"Iratoe d base IIO'.Rdar ` , / to plat Far he:glts \ °° °o F s '+;� 11"r sllRuee 0 0 "�+:" Eranwphila mawlata v.breviFolia Red Nla 36 5 I. 1le °Q .z. » uun cardidun Silver Goud Le Ilan 5 I N 30 L/0 I \ °o o ° C / N ,` °°°e°°°°'�° °moo E A G ' , Muhlen a ilkris P'mk Muh •- �/�\ \ °° J, / '; g coP kY 22 15 gal. M/0.5 n/0.5 \ ° d I / , N \ ,� . , � Agrave rgust Folio yr inata�U` wgafrd Marg I 4 15 gal. L/02 L/01 r- /N� 1 `, Co.- % ' tTnirxrn 24'x 24', Fat Farm, 1b V J .h ° i I / Agave colorota Mescal Cenim 6 L/01 - T.W. 6 L/01 F° t r \ ° Pw• Q� ` 6 ° °°B m, ° m / , Mini 24'x 24% Fop Form,tb U 1--� ltQD WALL `\` \ `\� I'll &° °o o°_„°der° ° °I° .+f5j / / // V � Age gunk NGN 9 15 gal, L/0.2 L/01 P" a ._ ^ CU 'It \ ` O y �j �I °M. C ° ° ° ��+' {' �O Echrncactus gnomic Golden Barrel CaduS ?3 29 L/01 L/01 D'6a,4D[r1 der 30L p)'do _� ` A G ° 8 ° ° °°> Euphorbia rgm5 Eupharbia 2 15 gal. L/O1 L/01 O = ° 8 / sp Ocotillo II 5' -B'tall min. L/0.2 L/01 Refs to plan For I oob �� \ \ \ �` �\ o I °�l t„11 II,/ /'"' / ' F wrier ladacs 0) W \ ° l { � / 10 caws 0 N `\ ` o ^^'' T.W. +51 / / � / 10ii Opmta ba llais Beavertal Prickly Per T L/0.2 L/01 W 1 ° p° 6 ° O \ \`\ G \`% 11 °°°o�°o°° P o S ' / � / ;� Opuntk violoo'5onta-Rita' Purple prickly Fair 11 5 gal. L/0.2 L/01 MI 10 pads �# • IlK 0,:4 , \I �% l °°( ° {.r ��j� " / / \`V Pahycaaw margnatus Mexican Fencepo5t 26 4 5 gal. -15 gal. L/0.2 L/01 5�3 tdl, 15i 5'tdl, 25L i'tap vCU \` \\` ,, 0ADZ Yucca perdula SoFt LeaF Yucca 4 24"bat L/0.2 L l 01 m C N /° C ^ \ \ 1 GR011PtDCOJER$ N tZ f..L \ \ . i o 44V , O, Baikya multiradiata Desert Mar gold 9T I gol. L/0.2 L/01 1 o .a `✓ II I I�y6 F ` Dalea graggil Trailing Indigo Bush 25 5 gal.P 5 O.C. L/0.2 L/01 1 ° \ F PLANT QUANTITY: List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes, `\ I o°° o ° ' 11 I P g P P Veriwm pulchello Moss verbeo 12 5 qal.Q 3 O.C. M/0.5 M/0.5 Specifications KEY NOTES \\ { o °° °° o 0 +2{ Ill / PLANT ALLOWANCE:The contractor shall provide $1200 to be used for plant material not listed on the legend, which �,I,� o ° . ° A � ,I ( \ ,t °° f °O o +�!I C . i will be specified and field located by the Landscape Architect. If this allowance is not used, or is only partially used, the unused °' °b-&i °g eovg°""°0 e°"g°k"°l° a 15 g°l• M/0.5 n/0.5 / Sheet k 0 ELECTRICAL JUNCTION SOX INSTALLED PER SUILDNG CODES. \� ,,� I 1 portion shall be refunded to the Owner by the Landscape Contractor. Ri �axe bay"be i N boo El 8 -- I tj ® Desert chocolate Boulders 14 30 reloaded°rdsr the drKtw of , O INCs1000ND CARTAtsE FILTER: AQUA ART•SF 1eo1 SIOFORCE. \ 1 \ FD. 1.5" �,P Landscape / fy I UNIT PRICES: Landscape Contractor shall furnish unit prices for all plant material and irrigation material when submitting O MP' N17USTRIES AUTOMAtIC WATER FILL 19$3-J. `5IGNA" PO_ R`? e e V/ his bid to the Owner. p Mojave GoW Decanposed grmite -Mims w/ Refer to Fq Note'C car id�divc N A L P 0 ' 1 ITS Fines spedfxxtiacs O O Q C"ITE SHELL PER WATER FEATURE CONTRACTOR. ,rt� '-' WARNING: Plant material listed may or may not have been approved by the Agricultural Commissio ier s office. 03 � 00 45_81' 0 ' ' -At Og 8 Appied to rated lood;as to a co eM O O SU5MERSIE3LE PUMPt AQUA ART•PF 34$,RIO 1100. _ __ Landscape Contractor, please contact the developer for status of Agricultural Commissioners approval or denial. o ono 0 0 Mopve Gall Gravel V �;' mierxm thkloess of I' 'd N Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material is subject to oll a F CD 0 Arium Cobble Cobble 1.5' -3' Shdl aanpldly coca usda Featrw t'F POLYETHYLENE 01 I AQUA ART•C 2W. inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free from red scale and red imported fire ants 8° q? boon } �, CUT TO FIT POND SUMP SIZE. (SIGNAI- '� (Aanidiella Aurantii). -0 E E O BOULDER PEDESTAL PROVIDED SY OWNER,CORED AND INSTALLED SY - - RISER) -;- _ J CONTRACTOR UNDER TUNE DIRECTION OF LANDSCAPE ARCHITECT - - -__ 0 GARDEN MALL.REFER TO CIVIL PLAN FOR DETAILIWs - ---- ---Q-------__---- - ----- KEY NOTES ---------------------- 0 AREA TO REMAIN FOR PLANTNG. r Q NLINE GAPE VALVE,19ELow GRADE SET IN VALVE SOX GENERAL NOTES ❑A GRAVEL TO BE APPLIED OVER TOP OF FINISHED D.G. AT NOTED LOCATIONS m IN A NATURAL MANNER, UNDER THE DIRECTION OF LANDSCAPE ARCHITECT. THERE SHALL Q GOBBLE STONE SELECTED AND PLACED PER LAND.ARCH.DIRECTION. I. OWNER SUPPLIED PLANT MATERIAL SHALL BE BID FOR INSTALL ONLY; CONTRACTOR 8. PLANT PLACEMENT SHOWN ON PLAN IS REPRESENTING GENERAL CHARACTERISTICS BE NO SUBSTITUTION OF MATERIAL WITHOUT LANDSCAPE ARCHITECTS AND THE CITY OF E SUPPLIED PLANT MATERIAL SHALL BE BID TO PURCHASE AND INSTALL. OF PLANTING DESIGN PROJECT VARIABLES WILL OCCUR THROUGHOUT PALM DESERT APPROVAL. REFER TO PLANT LEGEND FOR MATERIAL, COLOR SIZE. cc © AUTO FILL EQUALIZER LINE INSTALLED THROUGH LINER USING AQUA ART°G 2®5 OR G , I C 215 eLtLKt LEAD Flrrlrks. CONSTRUCTION. ALL PLANTINGS SHALT. BE LAID OUT ONSITE PER PLAN IN THEIR o CL O FOUNTAIN CIRCULATION LINES INSTALLED THROUGH LINER USM AQUA ART BULKHEAD 2. ALL EXISTING SPECIES TWAT DO NOT CONFORM TO THE NEW PLANT PALETTE SHALT. CONTAINERS PRJOR TO INSTALLATION. NOTIFY LANDSCAPE ARCHITECT MINIMUM 4 ® COBBLE STONE SHALL BE APPLIED COVERING ENTIRE WATER FEATURE BASIN. AT NOTED y w FITTINGS PER LINE SIZE. BE REMOVED UNLESS OTHERWISE NOTED, DAYS IN ADVANCE FOR FINAL POSITIONING AND PLANTING APPROVAL BEFOR LOCATIONS, UNDER THE DIRECTION OF LANDSCAPE ARCHITECT. THERE SHALL BE NO � - N COMPACTED 601L TO W% SUBSTITUTION OF MATERIAL WITHOUT LANDSCAPE ARCHITECTS APPROVAL. REFER TO INSTALLATION. m m �,,` 3. ALL EXISTING TREES SHALL BE PRUNED AND CLEANED OUT IN ACCORDANCE TO PLANT LEGEND FOR MATERIAL, COLOR, SIZE AND LBS/S.F. OF MATERIAL APPLIED. N a) N L O CONCRET BLt7GC6 TO PROTECT UNDER WATER PUMP. C C C 0 PROPER TREE MAINTENANCE. MITIGATE STRESS WITH INTERVAL WATERINGS IN q, QUANTITY OF OWNER SUPPLIED BOULDERS IS AN ESTIMATE. CONTRACTOR SHALL . ORDER TO ACCLIMATE ROOTS TOWARD A NEW WATERING SCHEDULE. C D.G. DECOMPOSED GRANITE SHALL BE APPLIED TO ALL PLANTING AREAS. WATERED, _ Ei `5 E-FIELD VERIFY FOR ACCURATE COUNT. CONTRACTOR SUPPLIED BOULDER QUANTITY IS ( ) AN ESTIMATE; CONFIRM WITH LANDSCAPE ARCHITECT AFTER FIELD VERIFICATION OF ROLLED AND COMPACTED TO A MINIMUM DEPTH OF 2'. LANDSCAPE CONTRACTOR SHALL' �--I� `E-'- E u, E SECTION 4. PRIOR TO INSTALLATION OF NEW PLANT MATERIAL ALL AREAS PREVIOUSLY RAKE D.G. EXPOSING LARGER AGGREGATE TO SURFACE FOR TEXTURE. �;J �' �' o49 ii oii PLANTED WITH SOD SHALL RECEIVE CHEMICAL TREATMENT TO ABATE FURTHER SOD EXISTING ONSITE BOULDERS PRIOR TO PURCHASING / BIDING ADDITIONAL BOULDERS. Latch GROWTH INTO NEW LANDSCAPE AREAS. 10. FINAL BOULDER PLACEMENT SHALL BE APPROVED BY LANDSCAPE ARCHITECT. ❑D LOCATION FOR WATER FEATURE. CONTRACTOR SHALL PROVIDE (1) 3/4' ELECTRIC PVC E ' i 3 ^``�-' v A CONTRACTOR SHALL INCLUDE ADEQUATE LABOR FOR RELOCATION OF EXISTING AND (3) 1' WATER PVC TO NOTED LOCATION AS SHOWN ON PLAN. SEAL ENDS FROM ✓ F ° E3 5. FINAL GRADING SHALL BE ES PLANTING NED AND APPROVED BY LANDSCAPE ARCHITECT BOULDERS TO LOCATIONS NOTED. LANDSCAPE CONTRACTOR 5NALL NOTIFY DEBRI AND RECORD LOCATIONS. REFER TO DETAIL ON THIS SHEET. J I ° °° To UN- ,�,s PRIOR TO CONTINUATION OF PLANTING AND OR IRRIGATION. NOTIFY LANDSCAPE LANDSCAPE ARCHITECT MINIMUM 4 DAYS PRIOR TO BOULDER PLACEMENT. I - ='T ° ARCHITECT MINIMUM OF 4 DAYS IN ADVANCE PRIOR TO GRADING INSPECTION/FINAL BOULDER SETTING EQUIPMENT SHALL HAVE THE ABILITY TO ROTATE/ FLIP ALL ❑E STONE COLUMNS PROVIDED BY OWNER. STONE COLUMNS SHALL BE PLACED UNDER THE - - drawn maf '� � C H APPROVAL. BOULDERS AS NEEDED TO INSURE PROPER SETTING. I DIRECTION OF LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL CONTACT ° --`@ G I ALL BOULDERS SHALL BE SET INTO FINISH GRADE IN A NATURAL MANNER SEE LANDSCAPE ARCHITECT A MINIMUM OF 4 DAYS PRIOR TO INSTALLATION. proj. no. 0801 Q L o :, . I 6. MOUNDING SHALL NOT EXCEED A 3:1 SLOPE. SHAPE AS SHOWN ON PLAN IN A DETAIL (A SHEET L6.1), I NATURAL FORM1 . . SEE NOTE (3) FOR GRADING REQUIREMENTS. F PROPOSED PROJECT SIGNAGE LOCATION. CONTRACTOR SHALL VERIFY SIGNAGE DESIGN These plans have been reviewed* by the Coachella Valley Water District in s Q E K c E3 ' BOULDER SIZES AND QUANTITIES ARE 54" ON PLAN AND LEGEND FOR GENERAL ❑ date 01i22/08 �IvAND LOCATION WITH OWNER. PRIOR TO CONSTRUCTION AND INSTALLATION OF SIGNAGE accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section °° `� F i GUIDANCE. FINAL SELECTION MAY INCREASE OR DECREASE SLIGHTLY. 65597 et seq. requiring efficient landscape and irrigation design in cooperation K I7. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE SPECIFIED DIMENSIONS AS OWNER SHALL PROVIDE DRAWING FOR APPROVAL BY THE CITY OF PALM DESERT with the local governing agency (City or County). scale 1"=10'-0" r, y °° �° I °� NOTED PLANT '' PLANNING DEPARTMENT' AND ARCHITECTURAL REVIEW COMMITTEE. *Approval of this drawing by CVWD staff does not constitute approval to - %j3 :;H'; B 'lII': `°° °$° I �i i>/1 PLANT QUALITY IS OF MOST I H t .: ..:, ` i T��, MPORTENT. LANDSCAPE CONTRACTOR SHALL SELECT encroach into district and USBR Rights-of-Way. Trees, plants, walls and °� rggj"""'' d,» ��%�%� �� ,�/X ONLY PLANT MATERIAL WHICH IS OF THE HIGHEST NURSERY STANDARDS, FULL permanent structures of any kind may not be planted or installed in CVWD and °� d J �I ��11 FORM, FULL SIZE, FULL HEALTH. UNACCEPTABLE PLANT MATERIAL WILL BE UNDER USBR easements or right-of-way without first obtaining an encroachment permit %��i�� ° ��Ti���i i i���ii� from CVWD. Sheet no. - - p; ����������� ��� �� !�1/ \� i . SIZED, DRIED, HAVE BROKEN OR SCARED LEAVES, BRANCHES OR DISEASE OF ANY C.V.W.D. PLANTING NOTES F L ���/i�/�� TYPE, ISEGTION N 101 401 I. TREES ,PLANTS, WALLS, SIDEWALKS AND PERMANENT Plan View Section STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED DATE WATER MANAGEMENT suPERvrsoR TAIL A 01 OR BUILT IN C.V.W.D. AND USBR EASEMENTS OR L3 , WADER �EA�"URE - DE RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND ENCROACHMENT 1 SCALE: 1/411=14 PERMIT FROM C.V.W.D. SUPERVISOR DEVELOPMENT SERVICES �j Of 8 20' G:1ProjectskBelmont Build ing\CD10801-L3-Planting.dwg,1I2/12/20084:00:29 PM,mfitchom,Adobe PDF 30ODPI.po3,1:1 SCQl6: 111:1o1-OII INTERNATIONAL SOCIETY cn INTERNATIONAL 50C I ETY INTERNATIONAL SOLI ETY OF ARBORICULTURE w OF ARBORICULTURE OF ARBORICULTURE U TREE PER PLANTING PLAN Q R P l A PRUNE BROKEN OR DEAD BRANCHES, w DO NOT REMOVE THE TERMINAL r BUDS OF BRANCHES THAT EXTEND 1 Q TO THE EDGE OF THE CROWN. U 70390 Hwy 111 Suite A STAKE TREES ONLY AS NEEDED � . �' � Rancho Mirage UPON THE APPROVAL OF THE MIN. 2' COMPACTED Q CA 92270 LANDSCAPE ARCHITECT. . • . DECOMPOSED GRANITE SINGLE STAKE email: info@rpla.net AT FINAL INSPECTION 760.324-2682 TREE TIES BETWEEN STAKE AND W 760.202-7012 fax NOTE: FOR DETAILED REQUIREMENTS TREE TIE SHALL BE CINCH ?IE ad www.rpla.net RELATED TO THE PLANTING OF THE ' TREE IN THE IMPROVED SOIL SEE MARK THE NORTH 51DE OF THE TREE IN EACH TREE MUST BE PLANTED SUCH THAT THE \ FINISH GRADE TREE-TIE (WO)OdO-2810 THE NURSERY AND ROTATE TREE TO TRUNK FLARE 15 VISIBLE AT THE TOP OF THE SUB GRADE 'u "TREE PLANTING DETAIL." — Consulting FACE NORTH AT THE SITE WHEN EVER ROOT BALL. TREES WHERE THE TRUNK FLARE 15 2" DIA. x 10' LONG LODGE POLE }. Residential design POSSIBLE. NOT VISIBLE SHALL BE REJECTED. DO NOT COVER ROOT BALL SHALL BE PLACED STAKES PLACED 12' FROM 93 Commercial design DESERT PLANTS SHALL BE �� sig THE TOP OF THE 00 WITH ROOT BALL T SOIL. A MIN. 2 ABOVE SUB GRADE TRUNK (TYP. ) BACKFILLED WITH NATIVE SOIL. SET TOP OF ROOT BALL FLUSH TO MULCH RINGa BACKFILL TO BE NATIVE SITE Z GRADE OR 25-50 MM (1-2 IN HIGHER 1800 MM (6 FT.) DIAM. MIN. 2400 2 MINIMUM DEEP MULCH PER Q ca. Yc.4275 DESERT PLANTS SHALL BE y ii SOIL ONLY. o aC IN SLOWLY DRAINING SOILS. MM BFT. DI M PRE ERRED , , T DOUBLE STAKE w PLANTING PLAN BAGKFILLED WITH NATIVE SOIL. EARTH WATERING BASIN IN 200 MM (8 IN.) GROUNDCOVER AREAS 7 ' ' UND15TUR13ED NATIVE 501L 7;z 7 z , ° ° 100 MM (4 IN.) HIGH EARTH SAUCER 50 MM (2 IN.) MULCH. DO NO PLACE 7'7'>7�',7 ' ' 7 � BEYOND EDGE OF ROOT BALL. � �i�<% °_ ,\ , , , ROOTBALL: SET CROWN 12 �?NDSCgpF MULCH IN CONTACT WITH TREE " " ' / / / / /� - - / / / , / FINISH GRADE Q TAMP SOIL AROUND ROOT BALL BASE I:I SLOPE ON SIDES OF PLANTING HOLE, \' a7 ?�', ' REMOVE ALL TWINE, ROPE AND WIRE, AND `%�% ;�a . ABOVE FINISH GRADE \\ \\ \\ \\ \ o \ \\ \\ \\ \\ \\ <c R N E FIRMLY WITH FOOT PRESSURE SO THAT TRUNK. MAINTAIN THE MULCH /\\/�\/ \\/ \\/\ \\/ /\\j\\j\�j\\j�\ //\//\//\//\, - ✓/\//\//\//\//�i F < <' 2 TIMES THE / / / / / / / / / / / / BURLAP FROM TOP HALF OF ROOT BALL ROOT BALL DOES NOT SHIFT. WEED-FREE FOR A MINIMUM OF THREE \��\\� \\� \��\ \\, \�\\�\\� /\�� ROOTBALL TO SIT ON ROOT BALL DIAMETER 2 X ROOT BALL UNEXCAVATED OR COMPACTED MOUND YEARS AFTER PLANTING. UNDISTURBED NATIVE SOIL NOTE: UNDISTURBED NATIVE SOIL ,\\/ 2 x ROOTBALL LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED /�`\/` \/\/\/� \//\\/\� z UNDER THE ROOT BALL TO PREVENT \/\ \\/j\�/\�/��j\�,j�//j�\�`` Ln LOAMY euq�r SETTLEMENT. NOTE: FOR DIMENSIONS OF ROOT BALL ABOVE FINISH GRADE AT ALL TIMES NATIVE SOIL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE � // � PLANTING AREAS TYPES Of \/\�/\\/\\/\\/\ \\ P INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT SOIL AMENDMENTS OR SOIL ROOT BALL CUT THE WIRE BASKET IN FOUR PLACES PLANT TABLETS PER 2 X ROOTBALL LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PROBLEMS NOT 'A AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLANTING SPECS / NOTES ql� Deft � ANTICIPATED BY THI5 DETAIL. REPLACEMENT SEE SOIL OF CAt�� LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM Of IMPROVEMENT DETAIL." 1.5% BY DRY WEIGHT ORGANIC MATTER, THE SOIL MUST NOT ICE 50 COMPACTED AS To IMPEDE ROOT GROWTH OR DRAINAGE. PLACE ROOT BALL ON NATIVE SOIL. NOTE THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE, LANDSCAPE ARCHITECT RECOMMENDS TESTING FOR TEXTURE, DRAINAGE CAPABILITY, TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH I. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. PH AND NUTRIENT VALUES PRIOR TO PLANTING AND ANY ADDITIONAL SOIL IMPROVEMENTS. FOOT PRESSURE 50 THAT ROOT BALL DOES NOT SHIFT. 2, PROVIDE EXPANDABLE TRUNK GUARD IN TURF AREAS, SOIL IMPROVEMENT DETAIL NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS 9 TREE PLANTING DETAIL ANDGNOT COVER BY AN PAVNGUOREGRATNGO THE SKY, 5kRUB PLANTING DETAIL TREE STAKING DETAIL SCALE. .. . ....... : NOT TO SCALE 8........ SCALE: NOT 0 T SCALE „ SCALE: NOT TO SCALE SCALE: NOT TO SCALE INTERNATIONAL SOCIETY OF ARBORICULTURE NOTE: LOCATE PLANTS SPACED EQUID15TANT (D) FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. z EXPANSION SHIELD BY 'RED HEAD' OR EQ. • • • • • 114' DIA. BOLT #9 GALVANIZED WIRE WALL SURFACE VINE TIED TO TRELLIS W/ RUBBER TIES If o D D TREE PER PLANTING PLAN - y•a.g�, EDGE OF PAVING, WALK, WALL, ETC. N BOULDER 10" - 12' THICK GROUNDCOVER r —ROOTBALL: SET TOP OF ROOT CROWN AT FINISH GRADE TILLED PLANTING BED , INSTALL 2 THICK DG LAYER r •�" AFTER PLANTING GROUNDCOVER FINISH GRADE U EARTH WATERING BASIN ��°' _� SIZE TO MATCH ROOT BALL DIMENSION +b' MAX FOR IRRIGATION FINISH GRADE ) O .� FINISH GRADE am tea: FEATHER-FINISH DG SUB GRADE \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j` \i\\ \\ \\ \\ \\ \\\\\\\\\\\\ •— / // // // // // // // //,/ Q BACKFILL TO BE NATIVE SITE SOIL ONLY E / / / / / / / / / / / / / / O ivy \ / /\\%\�/ / � /\\\ / SUB GRADE M ROOTBALL TO 51T ON UNDISTURBED NATIVE 501E = _ — _ _ L �, I— _ _ \//\//\//\//\//\\//\\//\\//\\//\\/\\/\\/� E /\\\// / tCU r NATIVE SOIL \//\\//\\//\\//\\//\\//\\//\\//\\//\\%\\%\\%\\/�\%i\%i������\\\,,\ NOTES: L ^ p 0- NOTE: 1. BURY BOULDER A MIN. OF 1/3 BELOW FINISH GRADE ca {..� 0- W I` WIRE TO BE PULLED TIGHT BEFORE FIXING IN PLACE '\��\/\/%//\/%/%��\/�/��/ //�//i�/%�%�%\ //�/'\ 2. PLACE PER PLAN AND LANDSCAPE ARCH. DIRECTION UNAMENDED 5U5GRADE specifications TREE PLANTING DETAIL VINE PLANTING DETAIL GROUND COVER DETAIL Sheet book o 1 Q � 7 BOULDER DETAIL i SCALE NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 1 SCA LE, co I. TREE ROOTBALL o 00 2. DIG A HOLE THREE TIMES THE WITH OF THE ROOTBALL AND FILL T WITH WATER TO ALLOW TO PERCOLATE IT TO SOIL. E E 3. SET RooTBALL ON NATIVE SOIL. G.VAD. PLANTING NOTES 4. SET ROOTBALL IN HOLE 50 THAT ROOT CROWN IS 1" ABOVE FINISH GRADE. 5. BACKFILL TO BE NATIVE SITE SOIL ONLY- REPLACE BACKFILL MATERIAL UP TO 2/3 THE HEIGHT OF THE ROOTBALL TAMPING AND SETTLING AROUND REMAINING 1/3 OF ROOTBALL. WATER DURING I. TREES ,PLANTS, WALLS, SIDEWALKS AND PERMANENT PLANTING FOR MAXIMUM STABILITY. STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, E 6. P PALM GRADE. INSTALLED OR BUILT IN C.V.W.D. AND USER EASEMENTS 1. PALM TRUNK TO BE PLUMB (VERTICAL) o 8. 2" LAYER DECOMPOSED GRANITE OR APPROVED MATERIAL OR RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND y o ENCROAC 4MENT PERMIT FROM C.V.W.D. ' 0_C G`C C C C C � (— E E SOIL REPORT NOTE oLL oLL 0 SOILS REPORT SHALL BE PERFORMED TO DETERMINE: • THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. • APPROXIMATE SOIL INFILTRATION RATE. 7 MEASURE PH AND AG TOTAL SOLUBLE SALTS. drawn maf e a b prof. no. 0801 These plans have been reviewed* by the Coachella Valley Water District in date 01/22/08 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). scale N TS *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USER Rights—of—Way. Trees, lints, walls and permanent structures of any kind may not be planted or installed in CVWD and >� 3 USBR easements or right—of—way without first obtaining an encroachment permit from CVWD. sheet no. PALM IN PLANTER i yak .+_.. � t L". DATE L4s1 WATER MANAGEMENT SUPERVISDR PALM TREE DETAIL SCALE: NOT TO SCALE i , , DEVELOPMENT SERVICES SUPERMSOR G:IProjeds\Belmont Build ing\=0801-L4-Planting Details.dwg,L4.1,218/2008 2:41:02 PM,mfitchom,Adobe PDF 3001 1:1 to f-- III PLANTING SPECIFICATIONS M PALM TREE PLANTING NOTES CITY OF PLAM DESERT , U LANDSCAPE INSPECTION SHEDULE ril- I, Palms shall be planted using established planting procedures. Refer to palm tree Q R P l A LU planting detail. I) Slaving / Grading SECTION 02g30 - EXTERIOR PLANTS 2. Palm tree root balls shall be trimmed or cut to ensure recovery From transplanting a. Sleeve diameter, t depth and location PART 3 - EXECUTION l Yip► p � � 70390 shock. b. Soil surface drainage, elevations and trash (including weeds 4 rubble) PART 1 - GENERAL 3.1 EXTERIOR PLANTING Hwy 111 Suite A 3, Palm trees must be in a healthy condition of time of delivery. Palm trees Z Rancho Mirage determined unhealthy or damaged at time of delivery or installation shall be 2) Hardsca / Boulders - Cobble Q email: 92270 per I.1 SUMMARY A. Bed Establishment: J email: into(�rpla.net rejected by contractor and replaced by subcontractor at his expense. a• Sidewalk and wall layout W 760.324-2682 1. Loosen subgrade of planting beds to a minimum depth of 6 inches. 760102-7012 tax 4• All palms shall be cleaned of excessive dead and ragged fronds or frond stubble. b. Utilities location A. This Section includes the followi Z n9 2. Remove stones lar r than I inch in an dimension and sticks roots rubbish and other oe www.rplo.net Cut fronds should be cut to a maximum length of 6". c. Boulder type, size, weight and placement extraneous matter and legally dispose of them off Owner's property. 0 Consulting 5, Called out heights of palms shall be THE HEIGHT FROM TOP OF R BALL 0 1. Trees. 3. Thoroughly blend planting soil mix off-site before spreading or cad it l soil 3) Irrigation System Rough - In u9 Y p 9 pr ng spread topsoil,, apply >_ Residential design BOTTOM OF LIVE FRONDS. 2. Shrubs. in commercial design • 6. Palm trees to be properly watered in and soils properly tam around the root a. Trench depth and location amendments and fertilizer on surface, and thoroughly blend planting soil mix. Pr �Y pr pe y b. Pipe size and class 3. Groff tee"• 4. Spread planting soil mix to a depth of 24 inches but not less than required to mat Finish Z balls when planting, leaving no voids of soil around root balls. 4• Plants, 4 ca.Nc.4275 7. Palm trees shall be planted vertically, unless noted otherwise. C. Pressure test (125 psi for 6 hours) grades after natural settlement. Do not spread if planting soil or subgrade is Frozen, muddy, or excessively wet. 8. Trunks should be rough with frond bases still securely attached. 4 Plant Material trees t shrubs 1.2 DEFINITIONS q• Trunks m not be totally skinned unless noted to do so. ) ( ) 5. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly may Y a. Condition c,NDSCgp fine texture. Roll and rake, remove ridges, and fill depressions to meet Finish grades. � F 10. Trunk bases may be skinned to a maximum height of 3-4 (taller tress 6) b. Type A. Finish Grade: Elevation of finished surface of planting soil. B. Trees and Shrubs: ��° F�R y E 4P 11. Skinned areas above the 6' level will be accepted, at the direction of the Landscape c, Placement B. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized 1. Pits and Trenches: Excavate circular its with sides sloped J�a tioJr p ped inward. Trim base leaving cater 4a, J Architect, organic soil arnandrrents to produce topsoil or plantirng soil. area raised slightly to support root ball and assist in drainage. Do not further disturb base. , _ s 12. Care should be exercised in the cablingduring trans and planting so as not to 5) Ground Cover (decomposed granite) C. Planti Soil: Native or imported topsoil manufactured il, or surface soil modified to become topsoil; Scarify sides of plant pit smeared or smoothed during excavation as heeded based on soil structure. ng transport p n9 n9 peal , 2-3,� damage or loosen bark. Y mixed with soil amendments. •-.oft b. Depth ands in Excavate approximately three times as wide as ball diameter. 13. Severe cracking or holes in the basal trunk area will not be. acceptable. g D. Subgrade: Surface or elevation of subsoil remaining after completing excavation or top surface of a fill or p y r • �lql �t 14. One, initial wateringwill be formed b subcontractor. Basin will be left on each C. Compaction � p � ' 2. Set trees and shrubs plumb and in center of pit or trench with top of root ball 2 inch F � f Y backfill, before placing planting soil. above adjacent finish grades to meet with final grade of decomposed granite. OF CA\- palm so subsequent watering can be performed by others. Basin is to be removed 6) Final E. Final grade: Elevation of finished surface of decomposed granite. a. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids during finish grading. a. Irrigation: and air pockets. When pit is approximately ore-half backfilled, water thoroughly before placing 15. Subcontractor to untie frond tops (60) days after planting. 1.3 SUBMITTALS 16. Palm trees shall be planted a minimum of 18' away from building eaves, i) Valves, boxes and wiring remainder of analboc l ll. Repeat watering until no more water is absorbed. Water again after placing 11. It is recommended any palm tree planted within 5' of any walk, wall or structure ii) Controller operation and schedule A. Product certificates, and tamping final layer of planting soil mix. p p p protect iii Sprinkler, bubbler and/or drip emitter t qy y per B. Maintenaue Instructions: procedures to be established by Owner for maintenance of exterior C. Tree and Shrub Planting: Do not cut tree leaders; remove only injured or dead branches. be planted with Da Root root barrier to a depth of 2' minimum to otect ) pr , p type, flow rate and antit against root damage. plant plants during a calendar year. D. Ground Cover and Plant Planting: 18. Washingtonia robusta trunks are to have a minimum diameter of 14" measured 4' iv) Overall operation 1. Set out and space ground cove and plants as indicated. high on trunk above finish grade. v) As built 1.4 QUALITY ASSURANCE 2. Dig holes large enough to allow spreading of roots, and bakfill with planting soil with b. Tree staking undisturbed native at bottom of hole, top of root crown at final grade. c. Overall 3. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. NOTE: NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN A. Installs' Qualifications: A galified landscape installer who maintains an experienced full-time supervisor on Project site when exterior planting is in 4. Protect plants from hot sun and wind; remove protection if plants show evidence, of recovery (48) HOURS PRIOR TO RELOCATION AND PLANTING. ��N�>«� J P n9 tx' • Should any of the above inspections fail after 2 attsmps there will be a fee B. Topsoil Analysis: Furnish soil analysis by a galified soil-testing laboratory. from transplanting shock. assessed for any re-inspections. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable E. Protect exterior plants from damage due to landscape operations, operations by other Any change to an approval landscape plan, must be re-submitted to the regiirerents in ANSI Z60.1, 'American Standard for Nursery Stock." contractors and trades, and others. Maintain protection during installation and maintenance periods. AGRICULTURAL NOTES City of Plan Desert for approval, prior to implementation. D. Reinstallation Conference: Conduct conference at Project site. F Rerepeir, or surplus replace mat damaged erial,planting. excess subsoil unsuitable soil trash and , g , WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT NAVE BEEN APPROVED BY THE 1.5 DELIVERY, STORAGE, AND HANDLING debris, and legally dispose of them off Owner's property. AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR PLEASE CONTACT Ln l A. Do not prune trees and shrubs. Protect bark branches and roots stems from sun scald drying, END OF SECTION 02g30 'THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. �" I / Y , ry g, sweating, PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND whipping, and other handling and tying damage. Do not bend or bird-tic trees or shrubs in such a manner as to O CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior m N OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE plants during delivery. 04 M FROM RED SCALE (AONIDIELLA AURANTII). B. Deliver exterior plants after preparations for planting have been completed and install immediately. If :+ 4) planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather V ,V >, CU ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. end mechanical damage, and keep roots moist. 4� U SOIL REPORT NOTE CL O 1.6 WARRANTY SOILS REPORT SHALL BE PERFORMED TO DETERMINE: THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. _ to A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects APPROXIMATE SOIL INFILTRATION RATE. ._ O O � including death and unsatisfactory growth, except for defects resulting from lack of adegate maintenance, neglect, MEASURE PH AND AG TOTAL SOLUBLE SALTS. a; E CO or abuse by Owner, or incidents that arse beyond Contractor's control. �- �- Z I. Warranty Period for Trots: One year from date of Substantial Completion. Qj m - s CV Ca 2. Warranty Period for Grounnd Cover and Shrubs: q0 days From date of Substantial Completion. M City of Paint Desert 4 ,w � nt�nrt oi�ti tU) a W Water Cale chart i C.V.W.D. PLANTING NOTES Coachella Valley Water District Water Calculation Chart t->,wD u,✓zone 1,7 MAINTENANCE Project: Belmont Office Building Total I. TREES ,PLANTS, WALLS, SIDEWALKS AND PERMANENT specifications Tel Irwmtetufc�it,t 391 A. Tress: Maintain duringwarrant period water) weedinglinter areas restoring water basins tightening STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED ZONE: Y I"" �7 "al p / "'� r g ng t, • Irrigation System:Tyoa Square Footage Est:matzd Water Use sheet ■ book Maximum Water Allowance SNuareFoatage akufacions _ and repairing stakes , and resetting to proper grades or vertical position, as required to establish healthy, viable OR BUILT IN C.V.W.D. AND USBR EASEMENTS OR 'rE Lev,erifi"• E •Dri R 0 0 Zone No. Eto Water Adj. Total Conversion Factors Total free 3ShrubSgt ate touaye 7.22G : P Factor Sq.ft 0.62 748 MWA plantings. Spray as required to keep trees and shrubs free of insects and disease. RIGHT-OF-WAYS WITHOUT FIRST OBTAINING AND ENCROACHMENT E.cn Sh...,< j Ilan 5,001.2;3 73.8C. 1 57.01 0.5 E3 0.62 748 0.00 TuriSp!ay5gikzreioc;tage P - B. Ground Cover and Shrubs: Maintain during warranty period by watering, weeding planter areas, and other PERMIT FROM C.V.W.D. o 0 2 66.82 0.5 7 248 0.62 748'' 200.72 •^^-^^^^^^^^^^i C 'flod iiu to .f IDrlp 4 0 3 75 0.5 ]: 0.62 748 0.00 TurfRotxSquareFaatage .. - -- --- - - operations as required to establah healthy, viable plantings. \ o T MM shfubs 42 Orip � 775.55 23 efi - � NO ca 4 93.9 0.5 t1' 0.62 748 0.00 € WaterfeotureSt'N Square Footage :0 _. Square Footage Calculations .......... CEadr::Sr"Its toria U PART 2 - PRODUCTS ?laietfeatateh-.--n9SauareFmtage X8 _.. .._._.... ... €� ,. Total Plant Square Footage 7, 2t3 HkleStuu s Drip 0 0 Lirm,icuare Footage 7,248 Total Lawn Square Footage --. E E Total Water Feature Square Footage ... 1 sSTree t jDnp „. 240.i15 2-45 2.1 EXTERIOR PLANTS Total Planting Area 7,248 Le'sAllowsbl?SoukteriCobblC o-w:f d?rep= t 0 0 rk3areFantaye Drip y. Total Number of plants 391 ................................ �fcuTr� CU i4 'Di 7 86 2z7 A. Tree and Shrub Material: Furnish nursery-grown trees and shrubs complyingwith ANSI Z60.1 with healthy 1= BoulderandCobbleinsUtictlons i •:,- k+ ""' 1 g 1 d1 i,,, Number of plants by water use %of Total Landscape Square Footage .+ +, . .s P.a* P +::+ nod F:tr-s Dripp t2 0 root systems. rf Vride well-shoped, fully branched (Arizona Nursery Standard), healthy, vigorous stock free of disease insects s larvae and defects such as knots sun scald injuries, abrasions and disfigurement. All E __ Low _XXXXXX ; 0.824 5,945.88 tun raa ,n., rat a Low/Mod 1 0.000 0.00 ttigrT!"i I Grip 129.26 6.36 l I l I I I J I 1 9 mod 4 0.115 830.95 branches to remain on tree trunks min. 6" alcove root ball. No raised canopies to be used. Trees with raised mod/high .; 0.000 0.00 1 ;5 tuareFcatage i,2d$ 4-- T Sara 3pr� canopies will be rejected. low trees ............i ................._..: 0.033 240.05 O t/) low/mod trees 1 0.000 0.00 Total Tree and ShrubEWU 109.3 1. Provide ballad and burlapped balled and potted contaier-grown fabric bag-groan trees and shrubs. � � mod trees 1€; 0.028 203.12 B. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar �, high trees �< 0.000 0.00 Tr34atb$ateiiitawreEWl: i.96Vf Totals 391 1 7,220 �n C,.,., O Tot4l Turf EWU 0 containers, and complying with ANSI Z60.1. _ �, tv Estimated Water Use iot'Estimate water use 111.10 - E VA E 2.2 PLANTING MATERIALSOLL OLL PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: ......... _ Annuals/Shrubs/Tree Drip 2 $9 @ 6,18593 Low eA Season Zonal Eto Rant Area Conversion Factors Estimated A. Topsoil: ASTM D 5265, pk range of 5.5 to 7, a minimum of 6 percent organic material content; free of Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Spring 14.72 0.2 6185,934 0.62 748 0.9 16.77 stones I inch or larger in any dimension and otherextraneous materials harmful to plant growth. Summer 40,75 0.2 6185.934 0.62 748 0.9 46.43 1. Topsoil Source: Reuse surface soil stockpiled on-s'Ite and supplement with imported or manufactured topsoil drawn mdf Fall-Winter 11.35 0.2 6185.934 0.62 748 0.9 12.93 TOTAL I 1 1 76.14 from /� off-siite sources when gxntities are insufficient. Verify suitability of stockpiled surface soil to produce Plant/Irrigation System Type: Irr. Eff. Area Seasonal Plant Factor: topsoil. prof• no. 0801 Annuals/Shrubs/Tree Drip 2 XXX 1,03407 B. Fertilizer: These plans have been reviewed* by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section date 01/22/08 Season Zonal Eto Rant Area conversion Factors EWaterUted 3. Fertilizer usage: Refer to the city OF Palm Desert Landscape Maintenance guidelines. 65597 et seq. requiring efficient landscape and irrigation design in cooperation Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Spring 40.75 0.5 1034,066 0.62 748 0.9 7.01 with the local governing agency (City or County). scale N Summer 40.75 0.5 1034.066 o.sz 7a8 a.s 19.ao *Approval of this drawing by CVWD staff does not constitute approval to TS Fall-Winter 11.35 0.5 1034.066 0.62 748 0.9 5.40 encroach into district and USBR Rights-of-Way. Trees, plants, walls and TOTAL 31.82 permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor from CVWD. Water Feature 2 1.0 28 12 Cjatiin sheet n0. Season Zonal Eto Rant Area Conversion Factors Estimated !y/ Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use R 1_.C EE I V E Spring 14.72 1.2 28 0.62 748 1.0 0.41 Sumner 40.75 1.2 28 0.62 748 1.0 1.13 Fall-Winter 11.35 1.2 28 0.62 748 1.0 0.32 1 DATE L492 • r=� I ? ��� WATER MANAGEMENT SUPERVISOR TOTAL 1.86 J Total Estimated Water Use 109.82 DEVELOPMENT SERVICES SUPERVISOR 7 of 8 G:1ProjedslBelmont Building1CD10801-L4-Planting Details.dwg,L4.2,2/8I200B 2:42:02 PM,rni tchom,Adobe PDF 300DPI.pc3,1:1 -_ - --- -.___ ..___.. _ I " ---_ WI__ EAST MAGNESIA STARMWATER CHANNEL-----�---- — _ — _- - -_-_—_ _ -__ ---__, ---,_-- U - - - -' -`"--- X. TOP OF CONC. 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Q,. r . r ...., ( r \ k , , / F - -+ _ . _ _ 7 , \ �� _­1 \ // 20 WATT MRII-FL 30' LAMP 260 1820 6 R p (� _fir ( - i` (J l'96.4. ., U \ \ \ _ v _ '• ' ® / 35WATT MRI6 FMW VWFL (60') LAMP 350 350 CD ��� t ' 9 / ' <\ �\ EX. GL[ O. PTO RIII 000 'r ' 7;. I. %\r, �` '� • EX. RAMP W/ HANDRAILS 000 / TOTAL 7 870 /�- tr o :::: : \ 1" "y �' r i \ / ,� / C>� �\ s: O MAX LUMENS 8,l00 \ /: 9 / , Tr \ r s: x., L \ » � 1 _ 0 / - /'/, \ LIG�I� NG LEGEND .�, co M \', !; / JI / / SYMBOL DESCRIPTION COLOR QUANTITY REMARKS W r N [/3\] \Sl \ y / ` TREE UP LIGHT: FOCUS DL 20 AC MRIb WBR WEATI-IERD MOUNT ON FA-03-WBR PERMA " (, '�+ s� `/ _�.. / ' 1 12 VOLT 75WATT MR16-VWFL (60') LAMP. 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' -4 5W TT MRI6 FMW V FL ( ) LAMP RONZE I GRADE HAT T i 3 A - - W 60 ER L GH -- O 0 y I 1n°� I B IN I — \ (: ,-_- _ "� ��h w EXISTING POST LIGHT TO BE RELOCATED 3 INSTALLATION AND FOOTING •0 y a r \ \., >,r , �- �/ Y OTHERS N a. c 1 1 B .j n W f`\ . y \ \ \ \ ; _ /' � - I. ALL LIGHTING CIRCUITS AND WIRING SIZES SHALL BE BY OTHERS. 1- \% ,, t _ Q ` Qe 2. SEE ARCHITECTURAL DRAWINGS FOR HOUSE LIGHTING. \\ \ \ \ � ,/ yo� 3. ALL CONTROLS, EQUIPMENT, FITTINGS, WIRING, ETC. SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. \\ 1 : 1, ` i'r' o�'' •f� 4. FIXTURE QUANTITIES LISTED ARE FOR CONTRACTOR/CLIENT CONVENIENCE ONLY AND SHALL NOT BE INTENDED FOR �' specifiCabons \ I t i .' . \\ I ,. � -' .. / ACCURATE BIDDING PURPOSES. ._. I ( A �< 1� y RIS h y sheet book ❑ v!� I y 4 __ - - I ., % _ram H/-_ ) \ 1,5 GNAw POL " R I ,. Co , NA P ?`S0I _/ ��; M , :` '. s' 45.8 - - a 11I - --. --- - _ : ELECTR NOTES CAL I ', 0t:�,I�I� ETBAGK NOTE$ >, d_M $:.?.: :.c :• _ E r SIGNA'_ I 1 -o" MINIMUM - - - (SIGN - I, pray �gsary Locate light 1 Elecctrician is to ide all plans, spaultia>s, ad f'ztures a min. of 4-0 from edge of the REFER TO LIGHTING PLAN --_- _�____--- Locate light fixttres I-d from edge of palms docwrmts, etc. ad obtain all reayired approvals and permits. At all times a cartscious effort will be made to place ------ -- 2. Unless otherwise provided by Contractor, electrician is to six and lift fixturm n pianter beds instead of lawn areas. _ -- ---- C.V.W.D. IRRIGATION NOTES circuit all electrical reglirerrxxlts shown on plans. (i.e. lights, These measwarients am e only when Find 33 --------- pumps, pool eVipment, time clocks, irrigation controllers, etc.). caditions warrant change by Lardxape Architect• m 1. NEW METER AND RP BACKFLOW TO BE INSTALLED BY C.V.W.D. Contractor is to provide as builts. .: LANDSCAPE LIGHT SETBACK 2. NO IRRIGATION 54ALL BE INSTALL WITHIN Id OF STORM CHANNEL 3. All materials and wakrmhip shall confom to all Governing Codes E I. . A LINING. and Ordinances and acceptable standards of practice, c N.T.S. 4. Coordinate all work, especially slaving, trenching ad Willing •n o with irrigation, concrete ad rrasorwy subcontractors as realyired. 5 :- 5. Lighting controllers will be located adjacent to irrigation controi I 2 ' ,e whenever possible. 0 _ 6. Electrician is to confirm exact tree location so as, to insure 4 C proper installation of light fixture as specified m lighting details. UV _ m v 7. All junctian boxes without a light fixture will be put in a Carson -.-I E box below grade. `� E FLORESGENT UP-LIGHT 1 1 r_ (TYP I GAL) 8. ,unction bones on walk lights aye to be 6 to 8 above finish grade - moosixed to the bottom of the box. These noel to be 6' min. away _ FINISH GRADE LOW VOLTAGE FIXTURE T pointed dolwnward. from the edge of the concrete docking. Walk lights should be T . ;, � 4 9. Light fixtures to be located no closer than (10) ten fat from edge - ; i v ` ` MODEL MR-I6 x o of pool or spa waterline per local and county codes. drawn maf -1*4-t--5__--_—i:�---, FINI5H GRADE — — GOMPAGTED 5UB-GRADE — _....w, ro'. no. B 4f 4' \--\1��j o1l!_11—____11111111111111_I 11-��---�� I _ _ _ P J 0801 I- COMPACTED SUB-GRADE � — -1 — J- 1 date 01/22/08 ____ ROCKET PERMA POST ROCKET PERMA POST (INSTALL PER MANUF. SPECS.) (INSTALL PER MANUF. SPECS.) scale 1 1OI-O" - GONDUIT OR DIRECT LOW VOLTAGE WIRING BURIAL ROMEX __1' T7I AT sheet no. FLORESCENT LIGHT FIXTURE LOW VOLTAGE LIGHT o 101 4I RECEIVED e N.T.S. C N.T.S. I . DIAL lyyp WORKING 0 3 2008 L5 . 1 BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY 201 PUBLIC WORKS DEPARTMENT UNDERGROUND SERVICE ALERT CITY OF PALM DESERT 8 of 8 G:\Projeds\Belmont Building\CD\0801-L3-Planting.dwg,L5.1,2/12/20084:03:42 PM,mfitchom,Adobe PDF 300DPI.pc3,1:1 Scale: 11=101-011