Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CVWD Palm Valley Storm Channel - 1
7) f J W IT- Vy/ Q R P L, A w a2 V 70390 Hwy 111 Suite A a Rancho Mirage Z CA 92270 Q --� email: info@rlpa.net W 760.324-2682 • Z 760.202-7012 fax • roj ect . p� www.rpla.net a IL Consulting �- Residential design La Commercial design Q ca. lie. 4275 V F) F1 )k fV1 DC �p,NDSCAPF �URNQIrri at,�ion and . - Landscape Ad a �cen o Jr N CB t t 4, O ' - WATER CONSERVATION CONCEPT STATEMENT 12- 1-07 Palyrm Valley Stormwater ChannelProject Site:CVWD Palm Valley Storm Channel i lF OF CAL\F� Tract or Parcel Number:30226 P1.2 Project Location:HWY. I l l AND EL PASEO,PALM DESERT,CA. Landscape Architect/Irrigation Designer:RANDY PURNEL LANDSCAPE ARCHITECTS HWY111 AND EL PASEO Included in this project submittal package are:(Check to indicated completion) _J W X I Maxitrium Annual Applied Water Allowance: Z Z PALM DESERT,, Conventional Landscape: 837.48 CCF CA . `" +Recreational Turfgrass Landscape: 0.0 CCF V =Maximum Annual Applied Water Allowance: 837.48 CCF cc LLI X 2 Estimated Annual Applied Water Use by Hydrowne: Q Turfgrass Hydrozones: 0.0 CCF +Recreational Turfgrass Hydrownes: 0.0 CCF ME TRACT : +Very Low Plant Hydrownes: 0.0 CCF d . .__ :. . \�� �;, ^` ... � +Low Plant Hydrowne • 274.51 CCF N +Medium Plant Hydrownes. 100.81 CCF; +Annual Color Hydrownes: 0.00 CCF OV22 6r J +WatFeatures: 0.0 CCFPARCEL NU E J - 2 Q _.. =Estimated Annual Total Applied Water Use: 375.32 CCF APN640 3 r :: _._.__ ; .... • X 3 EA'TAW�-<MAAWA , I X 4 Landscape Design Plan O NW ' TOWNSHIP 5 SOUTH ' RANGE EAST. X 5 Irrigation Design Plan QUARTER OF SECTION 19Q LLJ NA 6 Grading Design Plan C. EASEMENT DOC��# _050-619 -2-CON NA 7 Soil Chemical Ana sis tiona � ly (op >) � � W - o o' � Description of Project: w .< Ph Je The design objective were intended o achieve a water conserving landscape for CVWD Palm Valley Storm Channel through the p ¢ W proper use of drip irrigation. Z LLJ CL w Date: March 29th 2007 Prepared by: Ruben Anguiano w j Z W 0 = < ................. __-_ _ _____ _ -__ __-_ __ __ _ _ __ _____ _ __-_ cn �► o D E Co `J APPROVED y� specifications sheet book 8Y: DATE: F N F D 4 9 0 0 r � ate+ o C- V. D. APPROVAL LC N M AP ROYAL OF H! DRA WING BY C. D. I ONLY HAT PI.`.: PORTION WITHIN C.V.W D. RIGHT 1i A�'FC '� E ENCROACHMENT PERMIT NO. %AQI -- APPROVAL OF THIS DRAWING BY C..V.l4r D. DOES NOT INCLUDEAPPROVAL OFANY STRUCTURAL ITEMS, NOR APPROVAL OF ANY PORTION OF THE PROJECT AS TO ADE UACY OF ITS INTENDEDFUNCTION. Project Information VicinitySheet Index MapCM.W.©. DFA,, APPROVAL Owner Civil 0 21 AUG 07 Checked: Lin Palm Desert Redevelopment Agency Stantec o is 73-510 Fred Waring Drive 73-733 Fred Waring Drive Recommended:a OF EWµEE 445 , Palm Desert, Ca. 92260 Palm Desert, Ca. 92260 1-0.0 TITLE SHEET RD DATE APPR. 0 Phone 760.346.0611 ext. 297 Phone 760.346.9844 �us1 ` Rwieiona: .�j Fax 760.341 .6372 Fax 760.346.9368 L1 . 1 IRRIGATION PLAN ' lie L2. 1 IRIRRIGATION SPECIFICATIONS C3 a x MM PORD DPM 1 0 v c L2.2 IRRIGATION DETAILS T N� s»A,� o 0 CITY OF PALM DESERT CITY OF PALM DESERT L3. 1 PLANTING PLAN RANCHO covi�•�xYc[.vB D>� DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL MIRAGE APPRO D Y• r APPROVED BY- -o L4. 1 PLANTING SPECIFICATIONSPALM FE wAG 7 DESERT MARK E WOOD, P.E. 4TE1K T 1AJ L4.2 PLANTING DETAILS HWY. 111 DIRECTOR OF PUBUC WORKS LANDSC PE MA AGER drawn RAl R.C.E. 57989, EXP. 6/30/2008 M AN proj. no. 0640 WELLS LS These plans have been reviewed* by the Coachella Valley Water District in date 03112107 ^o• p�p accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section Project Location F 65597 et seq. requiring efficient landscape and irrigation design in cooperation J t " O with the local governing agency (City or County). scale N.T.S. �+ *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 a USBR easements or right—of—way without first obtaining an encroachment permit LA from CVWD. sheet no. QUINTA DATE TER MARAGEMENT SUPERVISOR LO. 0 oPMEW S&MM suPERwsoR L . 19284A1 of 7 G.ProjectsSCWVD STORM DRAIN at Entrada Del Paseo1CD10640-LOA Cover Sheet.dwg,1-0.0,8/1612007 3:48:03 PM,ogandy,Adobe PDF,1:1 3644 to /��rn, f� l� /y/ //f///f ,,,,,.. Ai U W 11111111111111111111 COACHELLA VALLEY WATER DISTRICT F--- sir/r1121, / ! /yr /� / �V / GENERAL NOTES FOR STORMWATER FACILITIES // / . �/ X( i /1 `� /' T eN I � / i` / L b 1. UNLESS NOTED OTHERWISE,THE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FOLLOWING STANDARD SPECIFICATIONS: Q y � r ;1 5 �- . . ;' / � y l t STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(SSPWC OR GREEN LL.I rl;,. ; 7 I" -�r,---- _�- - _= DRIP ZONE "3-S" _ s ,;.... RIP Z�IE '3 S" -�---- - - �' ' - - DR P ZONE "3 S" •sooK). CL --- �, </'sir,,,g,�L,j"> / �> >• I. :. � , - ,.2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A STATE OF CALIFORNIA CONTRACTORS > , ' IT OF 0 i Y /, y W LIMIT OF WOR • . LICENSE. 90 :� L R. K i. sE U 703 > / "m...r,.,Awe•: „y,.w ..w , ,z�.orr«.,,,.:. „,,,:1_i0.:,"'��r_. ;:.,w,.:, x,,.,..,., ,.,, , ` f,_` . %5 1 ql / Y / '� h l l / -•_� .'.i ,,.. / / r..w ,r, / ..., �YiJ .' ,N". „�„+,.w+w. ..,:, . f///1Ar„ 4vNrrrrrhr..:�: N////�l.,,s„r:�N,:. /iiuiiiii :..r .:y.:ili/ '.� :iii. % ,. 3. y, CONTRACTOR SHALL ; / ;y~ /,,,, TACT CvwD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED Hwy 1 i 1 Surlte A LL CON/ �r- , f,. /. ,/ DRAWINGS TO ARRANGE THE PRECONSTRUCTION C F L,/,�. W / ( CONFERENCE. NO CONSTRUCTION SHALL n / / d "/ i S �.` ,' ,. �- BEGIN PRCONFERENCE. Rancho it e y ', �` IOR TO THE PRM a.'�l '' /.... ./ ECONSTR T i� ._,. UC ION�'z� .� ry , ---- -� , r7 ; ; y / �> ..v%' i' CA 92270 / / i , ..'. i „!"`Z Y 4. CONTRA TOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE . „ PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST _E 4 / r r i , y y s �..;, _ . . . -,: email: info @rl o.net r . . _- '*€-' QUANTITY,MAN F P . SHALL INCLUDED U ACTURER,MODEL,SIZE PERTINENT DATA. ttJ ast Aas t x E AND OTHER P R . t. i y � y ��/ �'�`': .� .,` sst -�-'.=rt- -au' -'� • '- sh. 7b0.324-2682 i y - �`` . 1, B NSPECTED BY CVWD. THE CHAR5 ALL WORK SHALL E 1 GES FOR INSPECTION SHALL BE IN ItLi 4 ?` / r, i, •,.. . s.,. 4i A u ««. ,,n, N,,,.« «„M «, ,' CCORDANCE WITH CVWD'S REGULATIONS. T!S®.a®2 701 2 faX 1. ,R,�l „:.. .,•, .eov u u ., ,/y ... ..... ..... ,fit I r' rfJ winvnu wuva. ,ii cm uro evni�ri xw .viy-' 5.wuro » .,,. .., Y / {f ! ✓ / f/ «•r ,� e 'wxwu. uu uvuuu, wvvv,ti a ...:. umsoows - ,..-,,.. .,,,, :.,:,..,..,:... ono .1 I k,� _, .,�.,,.. ::�,,:. „: . ' ,da,�..:., www.r la.net y' "°'�°`" 6 CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION P //,, r' - I I 1 OF W®RK DEPARTMENT BETWEEN 3:30 P.M.AND 4:30 P.M.FOR THE FOLLOWING WORKING DAY. IF CVVVD IS •� IMI OF RK ! UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS,CONTRACTOR SHALL RESCHEDULE THE :) //1 `IP ` _ ��/ �. -4 DRIP ZONE 3-S" .>� DRIP ZONE "3-S" a WORK FOUR ANOTHER TIME. COnSUI#Ing /ys >` (' , ' �" •�► w ... ,�A _-�'� 7. If CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, Residential design DRI' CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF ' / r Iaf�TIIW�2'TR t11561t1I!MAIN-on OPIS.>fM4 -- / , > OCCURRENCE. Commercial e ®r - o C l design k ' 8. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. ---- ------- _ _ 4 ca. lic. 4275 - ------ ---- ---- I, ----I- -----x-- ---------- ?- -- __________- -______-_-__T____________�________________ ----___ 9. CONTRACTOR MUST SECURE A CONSTRUCTION ENCROACHMENT PERMIT FROM CVWD PRIOR TO _________ _ ____ ________ COMMEINCEMENT OF WORK. ------------------- ---- fROPWED FBdCE R _ ,Y /:: _ PI�f7PbSED FACE10. THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS SHOWN ON THESE PLANS_-- PROP06t1J fA1LE1. _ y - WITHIN CVWD RIGHT-OF-WAY PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE --------I-------- - ' --- ___ --- _ ---- Y----- - _ OWNERS REPRESENTATIVE F/ro O ANY DISCREPANCY IN THE PLA NS OR SITE CONDITIONS SO THAT C !! PROPER CLARIFICATIONS CAN BE MADE BEFORE CONSTRUCTION BEGINS. �p,NDSCgPF // \ ! #, 11. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS !`O UR N E '9if- f / ' A/ �,. NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING � Q / r- r � •�s� APPROVAL BLOCKS, �� NO 'yam Oir ` J � I: I ., EXI CONCRETE '&i-I' $ 12. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT(USA)AT 1-800-422-4133 AT LEAST TWO I I/�' // , I Z WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE 0 USA NUMBER PRIOR TO EXCAVATION. re u !� 12-3-07 f s 13. PRIOR TO APPROVAL OF A PERMANENT ENCROACHMENT PERMIT FOR INLETS DISCHARGING INTO RNMW Data r' /' I / CVWD FACILITIES,THE DEVELOPER/APPLICANT SHALL PROVIDE A LETTER FROM THE LAND USE •f � �� Q / � %% AUTHORITY FOR THE PROJECT CERTIFYING THAT THE PROJECT HAS BEEN REVIEWED AND X C\� // DETERMINED TO MEET THE REQUIREMENTS Of THE NATIONAL POLLUTANT DISCHARGE TF ��� "IELIMINATION SYSTEM PERMIT AND WASTE DISCHARGE REQUIREMENTS FOR THE DISCHARGE OF OF CAI-` / r STORMWATER IN THE WHITEWATER RIVER WATERSHED,WHICH IS KNOWN AS THE MS4 PERMIT. / / !T �°r` PLAN, WATOER MANAGEMENT PN APPLIES TO ULAN STORM WATER POLLUTION PREVENTIREMENTS INCLUDED IN THE DRAINAGE ION MANAGEMENT V ION PLAN AND ' WATER QUALITY MANAGEMENT PLAN DESCRIBED IN THE MS4 PERMIT AND APPLICABLE TO THE i,,, , el I PROJECT AT THE TIME OF THE APPLICATION. v W � . -CVWD REQUIRES THE DEVELOPER/APPLICANT TO IMPLEMENT CONTROL MEASURES TO THE STORMCHANNE A I f , MAXIMUM EXTENT PRACTICABLE TO PREVENT THE DISCHARGE OF NON-STORMWATER GENERATED . . RUNOFF INTO THE CHANNEL. THE DEVELOPERIAPPLICANT SHALL BE RESPONSIBLE FOR THE COSTS OF REPAIRS AND MAINTENANCE ACTIVITIES PERFORMED TO LI MITIGATE THE NUISANCE OR DAMAGE TO THIS CHANNEL CAUSED BY THE APPLICANT'S DISCHARGE J / /.� �v fi OF NON-STORMWATER AS DETERMINED BY CVWD. FAILURE TO COMPLY WITH THESE CONDITIONS LU / 11 l - OF'-APPROVAL MAY RESULT IN CVWD REVOKING THE PERMANENT ENCROACHMENT PERMIT z ASSOCIATED WITH THE INLET AND REMOVAL OR SEALING OF THE INLET, Z,.,,r.� • , -- ...-- . < :�r _ - i . ---------- - J � - r ./r r• i ' 7 :� / _ '7= i LLI /„ t F/ �' ../' i%•'.'{;:•"%:r �7;2E�;{:::3�:':z:'<ii ri?z%:%;ii?E;: :�i%z: i f > .� i a r / 1 ✓ e • GPM � .... ............. ... ...-...., .,.........,....,. ..... ...,.......,....:::.:::::.:..::..:....,: ... . ,:-..,::.,; j 10 .� _ ..... /1 J H/.. Q ,. . , DRIP ZONE 3 S , �., .�. ....... . .r..,. ...::::.:............:.:,:.:.::::.:.::::,::::.:;<.;:;:<.;:.:::.;:.::i..:::<::<.;:;.i,.;:i•<,..:.:::.,::::::........::<.::::::::,.:. \F �• t � > .,s �,. � A OXIMATE LOCATION FOR PPR stormwater General«.. Notes-MW Fi I,. na-8/13/ 7 ! / 0/. z;:. H 2 ,i \ a ee f „ yi { r 9 / r , c :i%ii t', i :l:I?7. 1, � ';/ `>"':.;,:. 's`z>> :>i-»> '�'%:>y»s>>»`-:<:`:;. iN�. N MA NL E ;:. :i o 0 FOR % 3S r ., ass � ,........ ,.....:::.....:..:::.:::::,.::... ,•:,,::.:: __..:,.:;. .;::<.::::. ....., !<.<'.:. O 0 P O " rI. ter-----"/ ,_, s O f . r16/1 � i r-, �lid%: :.1...: Q 0 %s 'i��s � �<: �5 � Lim .......... . PM •. r<. } .,. > o TIE INT EX G \ 1 OG . .._..:. � } 's« %%%r•' 's ., .., � � ... ... .., .... .. :-.:�::::�::::�.::a i:iir;..i;:;.;.:..;,,,. :;�5::' is i6•. s�` J- >:tcs ;aFl:. a.�:::lc::cd: v s fi„ 0 Q \r �: CU" Lj4,�� , . :t r° O , - /: :%'r.:i>3:'i;ii;i5 :iZ':%�::::; is;i.'<.g%?::i�ii V�i Ft/ 's It. :a ::. IN�' � MAIN E I q ION L I AT.� R y �� /, l t t«« -. /.. t C7 r . ` e I j}/T�-�, L ( «�. '�/ sf 4T A 1�1 ■ .. �- / / s : - a a DRIP ZONE 3 S o tt �. r, . r . r.. k- ,. ✓ d .. ... .:......... I �, ,.... , ,:..:.: ,:.:...::..:.:.:::...,.:..:::,.:::'..:..:.::.:::...: -< '>'< P ZONE a `, ., i ,mil... .. t - ;s,;C / / t4 i / I W r .:.:._._.. t l,.s. ... •. , . .., ._. .., .. ''re. "ate:,e> f(i.:. ti "7l�r, / 1 Up . // - .. . �. .. „ �'. �� '.+... .., et?•It.s�111tw..s1�11111R.,.■■tIllllll...gllllllllllp. .:.,S�lA .. !tiYrj•_. .. r•. ......_,....... I MWWO I .. �, �, ,,. w •. •�s., ,. .. .... ... ` �r•,.• /: ,u .• / : �' •`, . ,,....--- I............... ........ "r// s ,-... 1. �:: ti\ / �:" r' ;: l i 1. \. t. ....:�., .L... .�. ':I: --.,....L,....,J...................:....s i,..,i-.. I.::i.,. ,....,.,....,,.,...:ice: •. .•Y' •A'-- tt� % .. % -s :.lam-=-r .s ir.,;. . .v,T ;s I'll.- - Ki - -J • v;.," -e-t-�+ L-(_ Ate . , /'��. - /- .. •''� -( '' .. .. / . T ;041 �CJ/'" . ,- . O :- :. /' • •.� :/ :, . : 11 ..•.. ,. sow,vo.s• , i d' /" 1. 1. e /== /:'_ / / v.,' Yt VQ'SBeSt-CVfiD Dir6 Y115242 /. ', .... , .G.4 H /• .i... • i de ■ 'wi:.:' 4' i 'i uum m ,:A,Y' a. uov Ar:�' ..if . . W 4i/M/e. Y, ../Fo - ,,...,, ..., �p�y.��� G .!�� 4 L WORKw. �`` DRIP ZONE 3 U c,� b � '�../ '..is./�....' ,.,,. :.,: i +.a:"� a/ -.. rti11�F11R7 . � ■ " .. a,wn„x;'" '"' •.eeo� .,.,,,,_.., ,..,,,.,,.•. ,,.,,,.,,�. f'. `:5,•A:� -•<. ir" �r '/'-���- _'.!.-j.•.�.r�.-_.��� __�__.+___.-•__.•�.:.e_.:.-� •`�.� j ,.ypUr b Q - DRIP ZONE 3-S ,. .�, .� ti ..:, ::'::;.: ..... `'�>: . I. aw„ue , '` ..,. / d b'.vidAYrrcK.v. au►� 4 z 4 . �' ,Ksa//////e 4 Y. ///i.• u 4 %106f�'� N 'a 17 / % ! � -3 • 1r 1I -55XW1� 4 H rrr�~0 4 Y uN__ -L� �: �� C a 81�11gG�'iR/"181#661R11`IAN-G1A•pis.QJ/li '�" MAP 7? I I L1J V�__.d_ ___�,`- DRIP ZONE '3-S" --z--�-____---, f S I I E � � �' Q - MW t -' ---a--- .�..-..... «fete. ~ � L1J � = - ti � -.r. - _ - _ .. - ___Ia-a - - _ - I661% I ,4 CVWD RIGHT OF WAY r � �"� � FIM - - � ..� O � o -� o t Ia . $. - I Q(ISTNiG FFNLE ��ro\ Q t'a M: I L 00NrJ, E I E U i! I" �- .< �,, ,�,., VOW i �� �;��: - SCALE: N.T.S. � C) ''- -< J \, s �, R,. x I .L 6 to 79NNMO WHO,LS AaTIVA F?WC1 7 W I �, r>>>_ _ ,, . � t_ti 1-1 �`� 4- r= �j §� - - - __ -- -- _ - - -- - = - ' �.. \ i� '/ - �. C7' ,/ Iry It...1 . .. i ra t �,_ i> 1 1 {IJx l J / 7� , r` -) • ae. _.. _ _..-. __...-. - -. ._ 74nx V 1. �� t_�I� �xx x"r il' i lv° - specifications M , „, L. r � � r--- ____ jl r rn ,�,` _1,�lr. IJ W I 1 e .,/ a .� +. I h T '1 tX 'I l r, y;,<, .icd� � O I. �% t t h. i �/ ;' I,, a / r l L -- 7l --- -- - - ---- ------- - --- .- s(: - ... ""s ri __. `rr`r,�r''r/lil�,j�� rx?;I Q �r��1i - I - / .%,N/ t i, sheet book d"A _� -- -- ------ - - ---- - - -- -- ----------------STORM _ _... # r '` 1 ti W `I, I � I I ; I �� q. vC ��, U L____._------ ` 1 1 �.�i I Tl- r f 1 {3 t Vl u j{... t l I�_r,�. 11l 111 rf,S jy l it 4.'- 14 ' 1`_. > `'Z1�``\�' C'. '! 1 I I !j I,� I;- 1l�a r ��5 1,,� !1 -I-�tlrli;l.':jt �F i'. ./,y, , \ �O r' ^O �' �� _ I tit , ,gt r x tom- F � Rs 5c 1r1; a IRRIGA�'ION LEGEND .. `` x� ': �� . ��__ ; -, �\\ a9" . I N (IM PIPE SIZING CART z _ TE D I,,. ,..-- '-°.u3;:.,� .ram -w. t... .,esa -tea. �-,u - "� = r. - - -- - - - --- - - o 0 0 -- -,z; �. -- -- - - I SYMBOL MANUFACTURER MODEL N0. - - - DESCRIPTION - NOZZLE RADIUS Gp,� PSI PATERN ETAI �� taw - o o I > DESCRIPTION S 84TANICAL NAME COMMON NAME EMITTER ley r r� l�- ,_` y, T k► , ., A .,. . ;;( RAINBIRD XB-05PC-1032 EMITTER - - 0.5 30 - CID 2° o - 5 GPM 12 40 v;Q E TREES Parkinsonia x 'Desert Museum' Desert Museum Palo Verde XB-05PC-1032 4t 5 - 10 GPM ° Q � Uj .� Z � ARAINBIRD XB-IOPC-1032 EMITTER - - 1.0 30 - C,D �� 11 - 15 GPM o � I a "' O Ill a Caesalpinla cacalaco Cascalote XB-I0PC-1032 1 a O X RAINBIRD 1404 FULL CIRCLE BUBBLER - - 1.00 30 - H M 1 4 ib - 25 GPM �; �Tt-i v Uj • 1 2" 2b - 35 GPM ©C3 C a � 3 C.V.W.D. DRAWING APPROV E Olneya tesota Desert Ironwood XB--05PC-1032 Q RAINBIRD XGZ-075-PRF-BF CONTROL ZONE KIT F 2t 3e - 55 GPM ca 0 - (D Cl) O o o E z z o CheckeO: A� 21 AUG �--- oJe 14 RAINBIRD #3RC QUICK-COUPLING VALVE - G( ! � to I_ 3 Q � z PRINEC � h Psorothamus spinosus Smoke Tree XB-05PC-1032 NIBCO 585-70 fULL PORT BALL VALVE LINE SIZE TO BE INSTALLED AT ALL SINGLE VALVES AND / OR / 01 31 (I � �- 066 No. � • ( ) � a � o ~ VALVE GROUPING. VALVES ARE TO BRANCH CL -OFF MAINLINE COURSE AND INSOLATE VIA ATE ALVE K 2 ' w � ? _ -. ..�__ . Regomraa od. ;626 - _--, 6 cc , 1 Ua ..� a�E ` SHRUBS Ambrosia deltoidea Triangleleaf Bur Sage XB-05PC-1032 „ (r I z � O e .N E ►�l A tL = 4J tL CY Re isiws: DAre APW > E Fo 0 rl-_� EXISTING 1 BACKFLOW PREVENTER � � � � 2 E 1 � � _ � 4, _, - E g Encelia farinosa Brittle Bush XB-05PC-1032 '), > Z Q > w > Q U 9 0 C RAINBIRD IbA-FDV AUTOMATIC FLUSH VALVE I,,, B a 9 ° 6° _ 0 s Y W I aaUQ '^� aW �i 5 N �_ �` INDICATES ZONE FOR VALVE TO MATCH STATION NUMBER C a o z a e i �- O Justicia californica Chuparosa XB-IOPC-1032 al, ul Q � Q � a 0 I -- aaaa- MAINLINE SCHEDULE 40 PVC PIPE WITH DEEP SOCKET SCH •FITTINGS J 1, - a % s o OX Larrea tridentata Creosote XB-05PG-1032 I S 00 i J N t LATERAL L NE CLAS 2 PVC P PE o ACCENTS LATERAL LINE CLASS 200 PVC PIPE J ,� CITY OF PALM DESERT CITY OF PALM DESERT rJ M Agave deserti Desert Agave XB-05PC-1032 .: DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL 1 VALVE STATION: TREE (T), PALM (P), SHRUB (S) , GROUND TM M Asclepias subulata Milkweed XB-05PC-1032 INDICATES ELECTRIC �� COVER (GR), LAWN (L), HYDROSEED (H), POTS (PT) APPRo Y: APPROVED BY: c - CONTROL VALVE SIZE 1 601-1-INDICATES, FLOW IN GALLONS PER MINUTE 201 80' - -0 *11111111111 - r - I erocatus s . t _[ XB-05PC-1032 N e r 47 i� F p Red Barrel Cactus EXISTING I WATER METER (I.D.# 1g1877b6) REFER TO SITE MAP THIS SHEET FOR PROXIMATE LOCATION MARK GREENwcjbb. P.E. D H. PE CER2NAGER GHT DA Q IM] (TOTAL EXISTING S0. FT. 33,�493) 0' R.C.E. 57989, EXP.OF PUBLIC 30 2008 WORKS LA sc PE drawn RAC Fouaueria splendens Ocotillo XB-05PC-i0 V t:t / / pr�. no. 0640 . * F I EXISTING CALSENSE CONTROLLER PER APPROVED LA SPIGA IRRIGATION PLANS . SEE SITE MAP FOR A APPR03(IMA�'E �( ��.�( ;N L ,�I These plans have been reviewed* by the Coachella Valley Water District in date � ���,�� untia bi lovii Teddy Bear Cholla XB-05PC-103 �; accordance with Water Code Title 7. Division 1. Chapter 3, Article 10.8, Section g y _,4A - _ _ _ 4110 P.V.C. SLEEVING UNDER PAVING. INSTALL 2 SLEEVES ONE ' OR IRRIGATION. INDICATE LOCATIONS WITHwith t et seq. requiring efficient landscape and irrigation design in cooperation _ I) _ II with the local governing agency (City or County). SCaIE �"=2�t �" N 11 F SCALE , 20' - *Approval of this drawing by CVWD staff does not constitute approval to VINES Callaeum lilacwm Purple Orchid vine XB-IOPC-103 FIELD STAKE LABELED SLEEVING , encroach into district and USBR Rights-of-Way. Trees, plants, walls and CIP NOTES: 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 Callaeum macropterum Yellow Orchid Vine XB-10PC-103 1.- THESE PLANS ARE DIAGRAMATIC. a from CVWD- sheet no. 2.- MAIN LINE AND VALVES MAY BE SHOWN IN HARDSCAPE FOR CLARITY ONLY. �4;: J ' ' Podra�ea ricasoleana Pink Trumpet Vine XB-IOPC-1032 3.- AT IRREGULAR SHAPED AREAS, CONTRACTOR SHALL USE ADJUSTABLE ARC NOZZLES AS NECESSARY TO AVOID OVERSPRAY ON BUILDINGS eA DATE 1 ,�Gd -`� WATER MANAGEMENT SUPERVISOR ALLS AND HARDSCAPE. CONTRACTOR SHALL INSTALL VAN SERIES IN LIEU OF MPR SERIES tTO AVOID OVERSPRAY. DIAL TWO WORKING , GROUNMERS , Baileya multiradiato Desert Marigold XB-05PC-1032 GENERAL IRRIGATION NOTES YOU DAYS BEFORE YOU DIG V* TOLL FREE 1800 227-2600 MENT CFS SUPERVISOR 19285A2 1,- CONTRACTOR SHALL CONFIRM AVAILABLE FLOW PER VALVE PRIOR TO .INSTALLATION. APUBLICSERVICEBY Of 7 - .�, UNDERGROUND SERVICE ALERT G:IProocts=WD STORM.DRAIN at Entrada Del Paseo1CD10640-L1.1 Irdgation.dwg,L1.1,8/16/2007 3:53:17 PM,ogandy,Adobe PDF,1:1 . tI; � _4111* -- . �1 , ;,. � I r - _- -- _ -_ _- --I _ __ --- - -___ ,. (/) i- U LLJ I__ 1.01 General Gonditions 1.05 Product Delivery, Storage and Handling f. Gheck Valves: G. Trenching and Backfill Under Paving: 5.07 Maintenance U The requirements of the "General Gonditions of the Contract" shall apply to A. Product of PVG Pie and andFitti a: 1) Swing check valves 2" and smaller shall be 200 lb. W.O.G. bronze construction 1) Trenches located under areas where paving, asphaltic concrete, or concrete will be A. The entire irrigation system shall be under full automatic W Is all wok of this section with the same force and effect as though repeated in Handling actor Is cautioned to exercise care In handling, loading, , and with replaceable composition, neoprene or rubber disc and shall meet or exceed installed, shall be backfilled with sand (a layer six [61 inches below the pipe and operation for a period of seven (7) days prior to any W R P L A The Contractor g 9 unloading, three [31 inches above the pipe) and compacted in layers to c15% co action, using full herein. 5toring of PVC pipe and fittings. All PVC, pipe shall be transported in a vehicle Federal 5pecification WW-V-51d, Glass A, Type IV. pp p y ,o g planting. (With the exception of areas irrigated by drip.) 0- which allows the length of pipe to lie flat so as not to subject it to undue bending manual or mechanical tamping devices. Trenches for piping shall be compacted to 1.02 Description that has been dented 2) Anti-drain valves shall be of he duty virgin PVC, with F.I.P. thread equal the compaction of the existing adjacent undisturbed soil and shall be left in __ __ B. The Owner's Authorized Representative reserves the right to s� p or concentrated external load at any point. Any section of pipe y . A. Sco e of Work: or damaged will be discarded and, if installed, shall be replaced with new piping. inlet and outlet. Interns! parts Shall be stainless steel and neoprene. Anti-drain a firm unyielding condition. All trenches shall be left flush with the adjoining waive or shorten the operation period. U 70390 Provide all labor, materials, transportation, and services valve shall be field adjustable against draw-out from 5 to 40 feet of head. grade. The Contractor shall set in place, cap and pressure test all piping under (/') • Anti-droln valve shall be similar to the Valcon "ADV" or approved equal. paving prior to the paving work. 3.08 Glean-Up n Hwy i i i Suite A necessary to furnish and install irrigation systems as shown on 1.06 Substitutions Rancho Mirage the drawings and described herein. 2) Generally, piping under existing walks i5 done by jacking, boring, or hydraulic Glean-up shall be made as each portion of work progresses.J. Control Wiring: driving, but where any cutting or breaking of sidewalks and/or concrete 15 Refuse and excess dirt shall be removed from the site, all < CA 92270 A. There shall not be any substitutions. necessary, it shall be done and replaced by the Contractor as a part of the Contract walks and paving shall be broomed or washed down, and any -J emoil: info@rlpa.net cost. Permission to cut or break Sidewalks and/or concrete shall be obtained from damage occurring to the work of others shall be repaired to .J 760.324-2682 1.03 Quality Assurance 4 Requirements 1) Hiring shall occupy the same trench and shall be installed along the same route as the Owner's Authorized Representative. No hydraulic driving will be permitted original conditions. W A. Permits and Fees: 1.07 Guarantee 9 py g 760.202-70i 2 fax • The Contractor shall obtain and pay for any and all permits and all pressure Supply or lateral lines wherever possible. under concrete paving. inspections as required. A. The guarantee for the sprinkler irrigation system shall be made in accordance with 3.Oq Final Site Observation Prior to Acceptance www.rpla.net 3) Provide for a minimum cover of eighteen (18) inches between the to of the pipe � the following form. The general conditions and supplementary conditions of these 2) Where more that one (1) wire Is placed in a trench, the wiring shall be taped g p p p Specifications Shall be filed with the Owner or his representative prior to acceptance together at intervals of ten ({O) feet. and the bottom of the aggregate base for all pressure and non-pressure piping A. The Contractor shall operate each system in its entirety for of the irrigation system. installed under asphaltic concrete paving. the Owner's Authorized Representative and the a Consulting B. Manufacturer's Directions: 3) An expansion curl shall be provided within three (3) feet of each wire connection. Maintenance Contractor at time of final observation. Any >_ Residential design • Manufacturer's directions and detailed drawings shall be B. A copy of the guarantee form shall be included in the operations and maintenance Expansion curl shall be of sufficient length at each Splice connection at each electric D. Assemblies: items deemed not acceptable by the Owner's Authorized s where the manufacturers of articles used in manual. control, so that in case of repair, the valve bonnet may be brought to the surface Representative shall be reworked to the complete Z Commercial design followed in all case without disconnecting the control wires. Control wires shall be laid loosely in I) Routing of Sprinkler Irrigation lines as indicated on the Drawings 15 diagrammatic. satisfaction of the Owner's Authorized Representative. this contract furnish directions covering points not shown in the drawings and Specifications. G. The guarantee form shall be re-typed onto the Contractor's letterhead and contain trench without stress or Stretching wire conductors. Install liner (and various assemblies in Such a manner as to conform wit t e details per the Drawings. Q ca. lit. 4275 G. Ordinances and Regulations: the following Information: Ix r outlet Representative that the Owner has all accessories,r 4) All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, All local, municipal and state lawns, and rules and regulations GUARANTEE FOR IRR16ATION 5Y5TEM Rainbird Snap-rite wire connectors, or approved equal. Make only one splice with 2) Install NO multiple assemblies in plastic lines. Provide each assembly with its own B. The Contractor shall show evidence the Owner's Authorized governing to any portion of this work are hereby incorporated each connector sealing pack. . into and made a part of these specifications, and their We hereby guarantee that the sprinkler irrigation system we have furnished and installed charts, record drawings, and equipment as required 3) Install all assemblies specified herein in accordance with respective detail. In before final site observation can occur. N 11, 'I CAP provisions shall be carried out by the Gontractor. Anything 15 free from defects in materials and workmanship, and the work has been completed in K. Electric Control Valve (including Master Valve): absence of detail drawings or Specifications pertaining to specific items required to 3.10 Site Observation Schedule O LP N F 9� contained in these specifications shall not be construed to accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, conflict with an of the above rules and regulations or or neglect excepted. We agree to repair or replace any defects In material or workmanship complete work, perform Such work in accordance with beet Standard practice with cod, Q�R E( y which m develop during the period of one year from the date of acceptance and also to f) All electric control valves shall be the same Size and type shown on the Drawings. prior approval of Owner's Vt�,�� NO yiJ, requirements of the same. However,wfien these specifications p 9 P y p Authorized Representative. A. The Gontractor shall be responsible for notifying the Owner's ..V and drawings call for or describe materials, workmanship, or repair;or replace any damage re5ulting from the repairing or replacing of such defects at ec rd or !ar er size no additional cost to the Owner. We shall make such repairs or replacements within a 2) All electric, control valves shall have a manual flow adjustment. Authorized Representative in advance for the following construction of a better quality, higher stands g than is required by the above rules and regulations, the reasonable time, as determined by the Owner, after receipt of written notice. In the event observation meetings, according to the time indicated • . provisions of theses specifications and drawin s shall take of our failure to make such repairs or replacements within a reasonable time after receipt 3) Provide and install one control valve box for each electric control valve. p p g of written notice from the Owner, we authorize the Owner to proceed to have said repairs I) Pre-Job Conference - 7 days (to be scheduled by owner) 12-a o7 p 4) PVG pipe and fittin S shall be thorou hl cleaned of dirt dust and moisture before ro� precedence. or replacements made at our ex ense and we will a the costs and char es therefor u on L. Valve Box: P p a thoroughly t 2) Pressure Supply line installation and testing 48 hours J� �Q p p pay g p installation. Installation and solvent welding methods shall be as recommended by D. Explanation of Orawin 5: demand. 1) Use 10"xl0" round box, tan in color, with cover for the pipe and fitting manufacturer. 3) Control wire Installation - 48 hours 9 F OF CAt�F�� p 9 all ball valves. Extension sleeve shall be PVG with • Due to the scale of drawings, it 15 not possible to indicate all PROJECT: I minimum size of six (6) inches. 5) On PVC to metal connections, the Gontractor shall work the metal 4) Lateral line and sprinkler installation - 48 hours offsets, f(ttin95, Sleeves, etc. which may be required. The LOCATION: connections first. Teflon tape or approved equal, shall be used on all threaded Gontractor shalt investigate the structural and finished conditions 2) Use jumbo valve box (normal) rectangular box, tan PVG to PVG, and on all threaded PVC, to metal joints. Light wrench pressure is affectingall of this work and plan his work accordingly. He or she SIGNED: J 9 p 5) Emitter system installation - 48 hours p g y• in color, with cover far all electric control valves. all that is required. Where threaded PVG connections are required, use shall furnishing such fittings, etc. as may be required to meet the ADDRESS: Refer to detail. schedule 80 for all threaded, nipple and slip-slip couplings. 6) Coverage test - 48 hours project conditions. Drawings are generally diagrammatic and illustrative of the work to be installed. The work shall be installed Use 10"xi0" deepround plastic valve box for all E. Line Clearance: _ to avoid conflicts between construction items, irrigation systems, PHONE: DATE OF ACCEPTANCE: 3) quick .coupling va l) Final site observation - -f days es, Brooks #1100 with snap lock plantingg cover or a and architectural elements and features. J All wore called for on the drawings by notes or details shall be from equal. W other tray B IRRIGATION PRODUCTS M. from lines of o . iNhen site observations have been conducted by a party other z furnished and installed whether or not specifically mentioned In . Bubblier )lead: another. than the Owner's Authorized Representative, show evidence In Q the s eciflcations. !) Riser units shall be fabricated In accordance with the installation details. writing of when and by whom these observations were made. _ • The Gontractor shall not willfully install the irrigation system as shown on . the drawings when it is obvious in the field that obstructions, grade F. Controllers: n area dimensions exist that might not 2.01 Materials 2) Riser nipples for all bubbler heads shall be the Same size-as the riser opening in the G. No site observations will commence without record drawings. DC differences or discrepancies i g have been considered in engineering. Such obstructions or differences Sprinkler body. I) Refer to Irrigation Legend for controller information. In the event the Gontractor calls For a site visit without record � should be brought to the attention of the Owner's authorized A. General: drawin s, without completing previously noted corrections, or should brought in the event this notification a not erfized the 3) All heads shall not leak. G. Quick Coupler / Gate Valves: g p g p y Q representative, Use only new materials of brands and types noted on drawin s, specified herein, or for rft preparing the system for said visit, he shall be responsible Irrigation Gontractor shall assume full responsibility for any revision y yp 9 p U Install quick coupler and gate valves In a Separate 10" x !O" round box. Mere for reimbursing the Owner's Authorized Representative at his � necessary. approved equals. N. Drip Emitters, Emitter Tubing, and Fittings: _ possible, locate valves shall be located in shrub areas. current hourly billing rate, portal to portal (plus transportation Q I) Emitter body shall be manufactured of durable plastic construction resistant to costs), for the inconvenience. No further site observations will be A.04 Submittals B. PVG Pressure Main Line Pipe and Fittings: ultra-violet rays and a highly inert silicone elostometer diaphragm which 15 resistant to 2) Each quick coupler and gate valve box is to be branded with."OV" for quick couple scheduled until this charge has been paid and received. N I) Press re main line piping shall be PVG Schedule 40 with solvent welded joints. chemicals. The emitters all have a color coded inlet, barb to identify flow rate and and "BV" for ball valve 2" letters. Branding unit available From Hydroscape A. Material List: pp g � j shall be pressure compensating for a rifted flow of �,; over a pressure variant Products, Inc., phone number ibis) 63q-1850. w P\,,`C1 pipe for irrigation systems serviced Prom the domestic water Supply of 15 to 45 P.S.I. Emitters shall be maraufaIctured by lyd. OTY OF PLAM VESMT 1) The Gontractor shall furnish the articles, equipment,materials, or processes system shall be white in color. PVG pipe for irrigation systems from the course reclaimed water system shall be purple In color. 2) Non-pressure lateral Ilse pip. for 1,I "systems shall be Glass 3t5. H. Electric Control Valves: �Ai'E IN6P6GTION Q specified by name in the drawings and Specifications. No substitution will golf y p p be allowed without prior written approval by the Owner's Authorized Refer to irrigation plans for additional information. Products r...;,, , Representative. 3) Provide Abby Pr ducts 3/4 ball valve installed with flexible drip tubing and SMT 1) Install each electric control valve in a separate valve box. here possible, electric 2) Schedule 40 pipe shall be made from N5F approved Type 1, Grade 1, PVG 3/4" MHT in LOG at terminus of each run. Install In 10" x 10" round box:. control valves shall be located 1n shrub areas. Refer to DeWitt I) 5l a. Sleeve /Grading � �� � 2) A complete material list shall be submitted prior to performing any work. compound conforming to A5TM resin specification 01754. All pipe must meet Refer to Detail. a. Sleeve diameter, type, depth and location © W Material list shall include the manufacturer, model number and description 2) Install where shown on the Drawings. Where grouped together, allow at least b. Sall surface drainage, elevations and trash = � p 4) Provide Filtration and pressure regulation for each drip system. Refer to drawing twelve (12) inches between adjacent valve boxes. (including weeds 4 rubble) of all materials and equipment to be used. forequipment t e5 and sizes required. � p Irrigation submittal must be specific and complete. All items must 3) PVG solvent-weld fittings shall be Schedule 40, 1-2, iI-I NSF approved conformingtypes q be listed and should include solvent/primer, wire, wire connectors, to ASTM test procedure D2466. 5) All heads Shalt not leak. 3) Each valve number Shall be heat branded on valve box lid with 2" tall letters. 2) Hardscape / Boulders - Gobble .� Branding unit available from Hydroscape Products, Inc., phone number (760) 63Q-1850. a. Sidewalk and wall layout Z valve boxes, etc. No copies of manufacturer's literature (catalog b. Utilities location LJJ cuts) are required as submittal information. 4) Solvent cement and primer for P1/C solvent-weld pipe and fittings Shall be of type and installation methods prescribed by the manufacturer. P. Miscellaneous Irrigation Equipment: I. Flushing of System: c. Boulder type, size, weight and placement � L., VQ 3) Equipment or materials installed or Furnished without prior approval of the c Architect may be rejected and the Gontractor required to remove such 5) All PVC, pipe must bear the following markings: 1) Refer to the Drawings for sizes and types of miscellaneous irrigation equipment. 1) After all new sprinkler pipe lines and risers are in place and connected, all 3) Irrigation System Rough - In G materials from the site at his own expense. necessary diversion work has been completed, and prior to installation of sprinkler a. Trench depth and location ,< ' relieve the Gontractor of this liability a. Manufacturer's name 2) All miscellaneous irrigation equipment shall be as specified or approved equal. heads, the control valves shall be. opened and full head of water used to flush out b. Plpe size and class W (D � V 4) Manufacturers warranties shall not re a ty under the guarantee. Such warranties shall only supplement the guarantee. the System. c. Pressure test (125 psi for 6 hours) O w b. Nominal pipe size C�.,[� IRRIGATION - EXECUTION 2) Sprinkler heads shall be installed only after flushing of the system has been 4) Plant Material (trees d shrubs) ( ) to w � B. Record and A5-Built Drawings: c. Schedule or class accomplished to the complete satisfaction of the Owner's Authorized a. Condition C] Q L.L.1 cam lete "as-built" d. Pressure satin In P.5.1: 3.01 Observation of Site Conditions Representative. b. Type Z Z (n I) The Gontractor shall provide and keep up to date a g c. Placement p W � J w record set of bluellne ozalld prints which shall be corrected dail and show 0 � C] W daily A. All scaled dimensions area approximate. The Gontractor shall check and verify all size every change from the original drawings and specifi Im cations and the exact e. NSF (National Sanitation Foundation) approval pp y 5) Ground Cover (decomposed granite) as-built locations,sizes, and kinds of equipment. Prints may be obtained dimensions and receive approval from the Owner's Authorized Representative prior to � .< Q shall be kept site and f. Date of extrusion 3.04 Temporary Repairs a. Type from the Architect at cost. This set of drawingsp B. Exercise extreme care in excavating and Harkin near existing utilities. The Gontractor b. Depth and spacing ,Q C: � Z J Shall be used only as a record set. shall be responsible for dams es to utilities whicFt are caused h15 o eratfon5 or ne lect. C. Gom action ti 0 O �j�' � r- 6) AN fittings shall bear the manufacturer's name or trademark, material designation, P• g p g The Owners Authorized Representative reserves the right to make temporary repairs a5 necessary h Z _ g proceeding with work under thin Section. to keep the irrigation system equipment in operating condition. The exercise of this right by the s shall also serve as work progress sheets and shall be the Size, applicable I.P.5. schedule and NSF seal of approval. Check existing utilities drawings for existing utility locations. � 2 These drawings g y Owner's Authorized Representative shall not relieve the Gontractor of his responsibilities under 6) Final T- basis for measurement and payment for work 9 ompleted. The Gontractor g g p _ _ shall make neat and legible annotations thereon Bail as the work proceeds, G. PVG Non-Pressure Lateral Line Piping and Fittings: the terms of the guarantee as herein Specified. a. Irrigation: 1. U +; �} g d. These drawing 5 shall be available G. Coordinate installation of sprinkler Irrigation materials including pipe, so there shall be, NO Q t +. cc Showing the work as actually Installe g (13 the I) Non-pressure burled lateral line piping Shall be PVG Glass 200 with solvent-Held interference with utilities or other construction or difficulty in planting trees, shrubs, and t) Valves, boxes and wiring 1.. . (:1 °' °' QC at all times for inspection and Shall be kept in a location designatedby p ' Id record bluellne drawing joints in )anted areas. PVG pipe or Irrigation systems serviced from the ground covers. 3.05 Existing Trees ii) Controller operation and schedule [ n �- Q s = C..J Owners Authorized Representative. Show g j p p p ill) Sprinkler, bubbler and/or drip emitter type, +�, o 0 .Y U ro res5 sheets not be available for review or not be up-to-date at the time local water agency's domestic water system shall be white In color. the Gontractor shall use all possible flow rate and quantity per plant - 5 i-_ Z p g D. The Gontractor shall careful) check all grades to verify that he or She may safe) Proceed Where it is necessary to excavate adjacent to existing trees, of an observation (refer to Section IO - Site Observation Schedule), it will PVG pipe for Irrigation systems serviced from the golf course reclaimed water y g y y y p y j g p q y p p y completed and the Gontractor will be assessed system shall be purple In color. Refer to irrigation plans for additional information. before starting work on the Irrigation system. care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger iv) Overall operation Y m � 0 L be assumed no work has been comp y p p the cost of that site visit at the current billing rate of the Owner's roots occur shall be done by hand. All roots two (2) inches and larger in diameter,except directly v) As built � � � � specifications Pipe shall be made from NSF roved, Type I, Grade II, PVG compound in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap b. Tree staking at 2 1 Q ti Authorized Representative. No other observations shall take place prior to 2) p approved, yp p 3.02 Preparation to prevent scarring or excessive dr in Where a ditchin machine is run close to trees haven payment of that assessment. conforming to ASTM resin specification DI784. All pipe must meet requirements p p g y 9 g 9 c. Overall 9sheet book ❑ Set forth 1n Federal Specification PS-22-70 with an,appropriate standard dimension roots smaller than; two (2) inches in diameter, the wall of the trench cadjme,60,to the tree shall be .. . (p 3) The Gontractor shall make neat and legible notations on the record drawings ratio. A. Physical .Layout: hand trimmed, making clean cuts through. Roots one (I) Inch and larger In diameter shall be **Notes'�"� > a Cl) � >- . . co actual) painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within Should any of the above inspections fail after 2 Z ti � � Z ti progress sheets daily as the work proceeds, showing the work y in5ta11ed. For example, should a piece of equipment be installed in a 3) Except as noted in paragraphs 1 and 2 of Section 2G, all requirements for non-pressure 1) Prior to instal{atlon, the Gontractor shall Stake out all pressure supply Imes, routing twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree attemps there will be a fee assessed for any 2 0 u_ location that does not match the plan, the ariactor must indicate that cnt-weld and location of sprinkler heads. shall be kept shaded with burlap or canvas. re-ins ections. CO _ u0 a O pressure main line pipe and fittings, as set forth in Section 2B of there In a graphic manner so as to match the p p p 9 An than to an approval landscape Ian, must � -� Q. � } °' `� equipment fhas been relocatedgap 5 ectf(cations. 2) AIi la out Shall be reviewed the Owner's Authorized Re re5entative slay to y 9e pp p p 0 A Q in o original symbols as indicated (n the irrigation legend. The relocated p y p p 3.06 Field Quality Control be re-submitted to the Gity of Plam Desert for 6 > Q -0 equipment and dimensions will then be transferred to the original record D. Brass and Pipe Fittings: installation. and to prevent over5proy onto walks, roadways, and buildings as much as possible. approval, prior to implementation. ct A. Adjustment of the System: O Z a 0 A p I) ere indicated on the drawings, use red brass screwed pipe conforming to Federal B. Water Supply: 1) The Gontractor shall flush and adjust all sprinkler heads for optimum performance Q- � `t _Z �C .<drawing plan at the proper time. Wh -fl F 4) Before the date of the final inspection, the Contractor shall transfer all Specification #WW-P-351. Information from the "as-built" prints to an ozalld sepia, procured from the - 1) The irrigation system shall be connected to water supply point(S) of connection as 2) If it is determined that adjustments in the irrigation equipment will provide proper Owner's Authorized Representative. All work shall be In waterproof India 2) Fittings shall be red brass conforming Federal Specification #WW-P 351. indicated on the Drawings. and more adequate coverage, the Gontractor shall make such adjustments prior to Ink and applied to the mylar by a technical pen made expressly for use on planting. Adjustments may also include changes in nozzle Sizes and degrees of arc 2) Connections shall be made at the approximate locations) shown on the Drawings. as required. mylor material. Such pen shall be similar to those.manufactured by E. Copper Pipe Fittings: The Gontractor shall be h responsible for all major and minor changes caused Rapidograph, Kueffeli 4 Esser, or Faber Gerstell. The dimensions Shall be p j g by 3) Lowering raised sprinkler heady by the Gontractor shall be accomplished within ten made so as to be easily readable even on the final controller chart. I) Pipe: Type K, hard tempered actual site and field conditions. (10) days after notification by the Owner's Authorized Representative or Landscape C.V.W.D. C)RAtJV#1dG AP VAL Architect. am I the Owner'5 Authorized Representative for approval of prior to fabricating 2) Fittings: wrought copper, solder joint type . 3.03 Installation 4) All Sprinkler heads shall be Set perpendicular to finished grades unless otherwise 21 AUG Q7 � the controller chart. A. Trenching: designated on the Drawings. r 3) Joints shall be soldered with silver solder, 45% silver, 1596 copper, 16% zinc, 24% g 1 N in 5 The Gontractor shall dimension from two (2) permanent points of reference, cadmium, solidus at 1125� and liquidus at 114516 F. f) D1 trenches straight and support pipe continuously on bottom of trench. Lay pipe B. Testing of the Irrtgatlon System: Q OMie 7 Co !' 9 9 buildin corners,sidewalk or road Intersections, etc., the location of the to an even grade. Trenching excavation shall follow layout indicated on the O4 � Co g I) The Gontractor shall request the presence of the Owner's Authorized [MRECTWI OF EHpNE following items: Drawings and as noted. Representative in writing at least 48 hours in advance of testing. o 16 F. Ball Valves: a. Connection to existing water lines. 2) Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines R«�No °"� "� :> p- I) Gate valves 3" and smaller shall meet the following requirements. y- p pp y 2) Test all pressure lines under hydrostatic pressure of 150 E of 2 1/2-inch nominal diameter or smaller. pounds per square inch and prove watertight. Note: Testing of E b. Gonnection to existing electrical power. Q. Ball valves to have cast bronze bodies, fully pressure main lines shall occur prior to installation of the electric e c. Gate valves. ported, and treaded on both sides. 3) Provide for a minimum of twenty-four (24) inches cover for all pressure supply control valves. u p lines of 3-inch nominal diameter or larger. Y b. Ball valves to be similar to those manufactured by 3) All piping under paved areas shall be tested under hydrostatic pressure of 150 d. Routing of sprinkler pressure lines (dimensions max. {00 along N1bco or approved equal. 4) Provide for a minimum of twelve (18) inches for all non-pressure lines. pounds per square Inch and proven watertight prior to paving. �a routing). 5) Provide for a minimum cover of twenty-four (24) Inches for all control wirin 4) Sustain pressure In lines for not less than two (6) hours. If leaks develop, replace U e. Electric control valves. 2) All ball valves shall be installed per installation details. y g joints and repeat test until entire system is proven watertight. c G. Quick Goupling Valves: B. Backfilling: f. Routing of control wiring. 5) All hydrostatic tests shall be made only In the presence of the Owner's Authorized CITY OF PALM DESERT CITY OF PALM DESERT g. Quick coupling valves. 1) Quick coupling valves shall have a brass, one or two-plece body designed for 1) The trenches shall not be backfilled until all required tests are performed. Trenches 6) Furnish necessary force pump and all other test equipment. DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL working pressure of 150 P.5.1. shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from Representative. No pipe shall be backfilled unto it has been observed, tested, and 4- h. Other related equipment as directed by the Owner'5 Authorized a roved In writing. APPR VE APPROVED BY: Representative. 2) Quick coupling valve shall be operable with a quick coupler key. Key size and type large clods of earth or stones. Backfill shall be mechanically compacted In 4- approved 9• � p shall be up shown a the Drawings. landscaped areas to a dry density equal to adjacent undisturbed soil In planting 7) When the irrigation system is completed, perform a coverage test in areas. Backfill will conform to adjacent grades without dips, sunken areas, humps the presence of the Owner's Authorized Representative to determine if l or other surface irregularities. the water coverage for planting areas is complete and adequate. - W - - t H. Backflow Prevention Unit: (Domestic Water Systems Only) 1 Furnish all materials and perform all work required to correct any MARK GR ENWOOD, P.E. A JHSPENkER IGH D TEdrawn RA,16) On or before the date of the final in5pectlon, the Gontractor Shall deliver the 2) A fine ranular material backfill will be initial) laced on all lines. No fore) ncorrected and completed sepias to the Owner's Authorized Representative. g y p g inadequacies of coverage due to deviations form the Drawings, or where DIRECTOR OF PUBLIC WORKS DS A r r the responsibility 1) Backflow prevention unit shall be of size and type indicated on the irrigation matter larger than one-half (1/2) inch in size will be permitted in the initial Backfill. the system has been willfully installed as Indicated on the Drawings when It R.C.E. 57989, EXP. 6/30/2008 Delivery of the sepias will not relieve the Gnnt. actor of p drawin s. Install backflow prevention unit in accordance with irrigation is obviously inadequate, without bringing this to the attention of the prey. n0. 0640 of furnishing required information that may be omitted from the prints. g construction details. 3) Flooding of trenches will be permitted only Hith approval of the Owner's Owner's Authorized Representative. This test shall be accomplished These pions have been reviewed G. Equipment to be isr'�ed: 2) Wye strainers at backflow prevention units shall have a bronzed screwed body Authorized Representative, before any ground cover Is planted. by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section l�ta°re date 03/12/07 I) Supply as part of this contract the following: a 60 mesh screen and shall be similar to Balley #IOOB or approved equal. 4) If settlement occurs and necessitates adjustments in pipe, valves, sprinkler heads, 8) Upon completion of each phase of work, the entire system shall be tested and 65597 et seq. requiring efficient landscape and irrigation design in cooperation lawn, plantings, or other installed work, the Gontractor shall make all required adjusted to meet site requirements. with the local governing agency (City or County). Scale . *Approval of this drawing by CVWD staff does not constitute approval to a. Two (2) keys for each field satellite. 3) All pressure main line piping between the point of connection and the backflow adjustments without cost to the Owner's Authorized Representative. encroach into district and USER Rights-of-Way. Trees, plants, walls and preventer shall be installed as required by Iota{ code. The Gontractor shall verify permanent structures of any kind may not be planted or installed in CVWD and 2) The above mentioned equipment shall be turned over to the Owner at the with the local governing body as to material type and installation procedures prior USER easements or right-of-way without first obtaining an encroachment permit conclusion of the project. Before final observation can occur, evidence that to Start of construction. Submit shop drawing for approval. from CVWD. [sheet the Owner has received there items must be shown to the Owner's Authorized Representative. DATE WATER MANAGEMEPtr SUPERVISOR L2 . 1 "ENT1 . " Zt4/�Ul. L ES SUPM R 1 - 1 9 2 86 3 Of 7 36447 G:1ProjectalCVWD STORM DRAiN at Entrada Del Paseo1CD10640-L2.1 Irrigation Details.dwg,12.1,8116/2007 3:56:02 PM,cgandy,Adobe PDF,1:1 ::, - - _ __ `.. :' Cf) - PVC SCH A0 ELL I. City of Palm Desert ! Coachella Valley Water District SECTION VIEW PVC SCH 80 NIPPLE (TYPICAL LENGTH AS w Water Calculation Chart MAINLINE, LATERAL, WIRING IN I-- AND WIRING IN THE MAINLINE LATERAL CONDUIT REQUIRED) 1. Water Calculation Chart Project: CVWD Palm Valley Storm Channel SAME TRENCH PIPE PIPE A 1 30-INCH LINEAR LENGTH OF 1 = project:CVWD Palm Valley Storm Ch$nnel ZONE: Existing 1"landscape meter located at the Henderson Building Maximum Water Allowance N' \ \ WIRE ER PROOF CONNECTION: RAIN BIRD /��j\\/ \\�� �i FINISH GRADE/TOP OF D.G. Vim, 1. T �/ Zone No. Eto Water Adj. Total Conversion Factors Total /// /// /// \ \�j\/ ---_„ -- - //\ Q VALVE BO/� WI'I'I'S �'AN COVER:Maximum Water Allowance , I \�\ \\ \ SPLICE-1 (1 OF 2) ,\\ - Factor Sq.ft. 0.62 748 MWA R P A 1 57.01 0.6 29,538 0.62 748 837.48 ® //� ��� ® ��� VALVE BOX WITH COVER: RAIN BIRD VB-JMB / RAIN BIRD VB 6RND W :> mputZone 0 2 66.a2 o.s o 0.62 748 0.0o y ,O \\� O \\/\\/. /,\�j\\ • W/ TAN LID OR EQUAL. MEAT BRAND VALVE 3 O3 PVC SCN 40 ELL >:. 1. - >; 3 ___-75 0.6 0 0.62 748 0.0011 4 93.9 0.6 0 0.62 748 0.00 Square Footage Calculations f� STAtION N0. ON LID IN 2" HIGH CHARACTERS M (t a ` \�� �\ Square Footage Calculations 3 MIN. ID TAG: RAIN BIRD VID SERIES 4 PVC LATERAL PIPE �U 70390 TOP OF D.G. Tree&Shrub Square footage 29538 O5 FILTERED DRAIN VALVE: Hwy i i i Suite A Annual Square footage 0 Total Plant Square Footage 29,538 PLAN VIEW 5 RAIN BIRD 16A-FDV Rancho Mirage Total Square footage Cobble/Boulder I Total Lawn Square Footage o WIRE W/D CONDUIT f- FINISH GRADE �� Total WaterFeature Square footage Total Water Feature Square Footage 0 I b 1 BRICK (1 OF 2) .� CA 92270 Total Landscape Square footage 29538 Total Planting Area 29,538 �J CONTROL ZONE KIT: XCZ-100-B-COM 7 6-INCH MINIMUM DEPTH OF �'ll email: info@rlpa.net Zone No. Eto Water Adj. Total Conversion Factors Total Total Number of plants 200 O 71 Factor sq.n. o.6z lae MWA fj 3/4-INCH WASHED GRAVEL 760.3242682 1 57,01 0.5 29538 0.62 748 697.8984 i Number of plants by water use %.of Total Landscape Square Footage PVC LATERAL 2 a MIN. 760.202-7012 fax 2 66.82 0.5 0 0.62 748 0 i Low 160 0.800 23,630.40 0.62 748 0 i LowlMod 0 ' O.t)00 0.00 WWW.r la.net 3a 75 0.6 0 , PVC SCH �40 MALE ADAPTER 3b 88 0.5 0 0.62 748 0 mod 26 0.130 3,839.94 4 93.9 0.5 0 0.62 748 0 mod/high 0 0.000 0.00 PVC SCH 80 NIPPLE, CLOSE (I OF 3) 1. iow trees 17 ' 0.085 2,510.73 owlmodtrees 0 ' 0.000 0.00 I T.O.E. HIPPIES Consulting mod trees 0 o.000 0.0o RUN WIRING BENEATH TlE A 24-INCH LOOP IN AL Residential design Total Number of plants zoo ALL SOLVENT WELD �" g Number of plants by water use °1°of Total Landscape S uareFoota a high trees 0 0.000 0.00 AND BESIDE MAINLINE. WIRING AT CHANGES OF PVC MAINLINE 7 Commercial design 1 Low 160 0.80^_ 23630.400 Totals 203 1:015 29,981 PLASTIC PIPING TO BE 2 Low/Mod 11 0.055 1624.590 TAPE AND BUNDLE AT SNAKED IN TRENCH AS DIRECTION OF 30" OR GREATER. 3-INCH MINIMUM DEPTH OF 3/4-INCH 'z 3 Mod 15 ° 0.075 2215.350 UNTIE AFTER ALL ae 4 Mod/Hi o o.000 o.000 Estimated water use 10-FOOT INTERVALS. 1,1: Q SHOWN• WASHED GRAVEL CONNECTIONS HAVE BEEN MADE. A % ca. lic. 4275 5 High 0 0.000 0,000 Plantfirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: NOTES: BRICK (I OF 4) 1. 6 Low Trees 15 r 0.075 2215.350 Annuals/Shrubs/Tree Drip 1 0.9 26,141.13 1 Low 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER PVC SCH 80 NIPPLE (2-INCH LENGTH 7 Low/Mod Trees 2 ` 0.010 295.380 Season Zonal Eto Rant Area conversion Factors Estimated1. 14 VALVE BOX AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS m. 8 Mod Trees o ` o.000 0.000 Value Factor sq.ft. 0.62 748 kri.Eff. Water UseV. OF THE PIPE OR WIRE BUNDLE WITHIN. HIDDEN) AND PVC SCH 40 ELL 9 Mod/Hi Tree 0 0,000 I 0.000 spring 12.54 0.2 26141.13 0.62 748 0.9 60.38 10HighTrees 0 0.000 1 0.000 Summer 34.77 0.2 26141.13 0.62 748 0.9 167.42 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PVC SCH �40 TEE OR ELLX. �PNDSCAP£ Total 203 Fall -11 TOTALer 9.7 0.2 26141.13 0.62 746 0- 274.5; _ AUTOMATIC DRAIN VALVE ��ti° Q�RNE/ No�`"y� I . ." PIPE t HIRE TRENCNING X COMMERCIAL CONTROL ZONE KIT ..:: Plant/irrigation System Type: Irr.Eff. Area Seasonal Plant factor: vw �,(" Jr AnnualslShrubsJTree Drip 1 0.9 3,939.94 3 Mod 375.32 ' i SCALE' ,I/71' TD .IVJ►LE �/` �/�'r �,/ B SCALE° ITT TO GALE PlanUlrrigation System Type: Zone In.Eff. Area Seasonal Plant ctoe Season Zonal Eto Rant Area Conversion Factors Estimated I�KJ I { J1�ALE: NOT 1 TO JVALE _ :. Wn ;: 748 Ind.Eff. Water Use .... -... ._- ... _..... ....... ..... .... ...... .. ... .. ...... .. .. .. .......... .... ... .... ....... ... ........ .. .._..... ... .. ...... .. .... ......... .,......... ..... .., ..- ... r Value Factor q _.>. SpraylBublDnp 1 0.9 23630 1 Low hub 12-3 07 Season Zonal eo Plant Area Conversion Factors Est ed Spring 12.54 0.5 3839.94 0.62 748 0.9 22.17 . . I. Value Factor sq.ft. 0.62 748 kri.Eff. VVa Use Sumner 34.77 0.5 3839,sa 0.62 748 0.9 61.48 LEGEND BACKFLOW ENCLOSURE PER Spring 12.54 0.2 23630.4 0.62 748 0.9 54.58 Fall-NNnter 9.7 0.5 3839.94 0.62 748 0.9 17.15 CVWD l!'J� �Dat°/� \\Q' Fall Writer s77 o.z z363o.a osz 746 o.s 14222 TOTAL 1�•81 t. DISTANCE SHALL BE A MINIMUM OF 6". ALL SLEEVES TOTAL tits-1 Total Estimated Water Use 375.32 SHALL MEET THIS REQUIREMENT INCLUDING THOSE RP VALVE T£ OF CAL�F�� BROOKS #1100 IO"xI0" ROUND VALVE WHICH ARE DIAGRAMATICALLY SHOWN SNORT OF PlanUtrrigation System Type: Zone In.Eff. Area Seasonal Plant ctor: BOX WITH TAN IN DG AREAS ORI. SparylBublDrip 1 0.9 1624.590 2 Low1M dShrub ( THE DISTANCE ON PLANS. BRASS MALE ADAPTER Season ZonalEto Plant Area Conversion Factors ed I" IN TURF AREAS. GREEN IN TURF AREAS) BOLTDOWN 2. 1211 MINIMUM. (1 OF 2) Value Factor sq.ft. 0.62 746 kd.Bf. W Use 2"I. IN SHRUB AREAS. COVER. 3. BACKFILL AND COMPACTION SHALL MEET GRADING spr .... .. -ing 12.54 0.35 1624.59 0.62 748 0.9 6.5 ' FINISH GRADE Surmxr 34.77 0.35 1624.59 0.62 748 0:9 18.21 BRASS UNION Fall-Winter 9.7 0.35 1624.59 0.62 748 0.9 5.0 SPECIFICATIONS. , F _ 4. BACK OF CURB OR EDGE OF HARDSCAPE. (1 OF 2) TOTAL se-e S. SCHEDULE 40 SLEEVE. W 1I• t _-III 6. FINISH GRADE. BRA55 9O ELL z PIanUlrrigation Systiem Type: Zone Irr.Eff. Area Seasonal Plant ctor: III-�'ll-�ll I�IIIIII 1 (1 OF 4) Z SpraylBub►Drip t 0.9 22f5.350 a d III) Season Zonal Et0 Rant Area Conversion Factors isf ed is :; :: ,,. Value Factor sq.ft. 0.82 748 kri.Hf. Use 3M Seotehlok No. 3570 ': 6 I ---- ------ - ---- - -- - --------.--_ -- .-.------ - _--- - --- -- --- ---- - - ---- --- Sprig 12.54 0.5 2215.35 o6z 7a6 0.9 12.T9 __ _ _ MIN l2" BRASS PIPE V �j Connector Sealin Packs (TYPICAL Sumner 34.77 Q.5 221&.35 Q.62 i'4$ Q. 33.@ ! ) Fag-Winter 9.7 0.5 2215.35 062 746 0.9 •4.9 /� .rlTOTAL 58.1 �\ is �/ ::: \._; I I I b I 4 ,� FINISH GRADE '* Ag" AD i ,i PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant ctor: ELECTRICAL WEIR _ \� BRA55 FEMALE APTER SpraylBuWDrip 1 0.9 2216.35D 6 L Tree I I ° �\ ,/ CONDUIT FOR - (IRRIGATION I��I I ' Season Zonal Etc Rant Area Conversion Factors Est' ed •:.:• 11 Value factor sq.ft. 0.62 746 kri.t3f. Wat Use CONTROLLER CONTROLLER) C� A. :.'. , :•: �. ';. ; IRRIGATION MAINLINE PIPE O' 11 '' :.I. , Sprig 12.54 0.2 2215.35 0.62 748 0.9 5.1 WIRES e N <; 34.77 0.2 2215.35 0.62 748 0.9 14.1,,, a » Sumrer 1. •.,.. ory� 0 0 0 o o 0 0 0 0 o BRASS PIPE FROM >- 0 00 ,Q % _ Fag-Winter 9.7 0.2 2215.35 0.62 748 0.9 3.9 "�# �Wo 0 8� E J o c�o�boo©o go c� 2 ;( I I - I1�� POINT-OF-CONNECTION PVC MALE ADAPTER w TOTAL 23• psi o� ��;�o oo�oo o �o 000 _I F�-I I I I I I 1 I �� ..` CA C340 �� CSJ C� >: Piantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant ctor: o (�� � NOT S: Q :?: Spray/Sub/Drip 1 0.9 296.380 1 low! od Tree 'Tr i t,' <: (��(: r G TO MANUFACTURER'S SPECIFICATIONS-_ .__ __ I I TALL ACCORDlN ::. I. Season Zonal Eto Rant Area Conversion Factors Ea ed 1. SECTION 3/4" CRUSHED ROCK - - 2. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. -I ' Value factor sg.ft. 0.62 748 kri.Of. Ilse > - ;. Spring 12.54 0.35 295.38 0.62 748 • 0.9 1.8I. �` 8" DEPTH. - - VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. !.J_I J Sumner 34.77 0.35 295.38 0.62 748 0.9 3.31 ''` 11- ' I =1 3 ... ' I =T I f NOTE: ALL SLEEVES SHALL 4. CONTRACTOR TO PRICE COMPLETE INSTALLATION UNLESS OTHERWISE INFORMED. 1. Fall 9.7 0.35 295.38 0.62 748 0.9 0.92 ToraL s• BE TW10E THE 51ZE OF THE Z O I. rLJ Total Tree And Shrub 364.85 ELECTRICAL SPLICE DETAIL SLEEVING INTERNAL OBJECT.1-1 BACKFLOW PRE�lEN�"ER INSTALLED BY CVWD Q z :.° SCALE: NOT TO SCALEA SCALE: NOT' TO SCALE V :>: Total Estimated Water Use 364.8 SCALE: N.T.S. .. :: is .... .. .Y . ...........:. .. ...................:. ........>..... .. .......:.-.... .. :.:,.,--.... -. ,....... ., .. .-. . ..... .. ....:...:. .. .... ....:.. .. ....... ............ ... .... .... .. ... .....:.... ...... ............. .. ............ .......:::::.v..:.::::::.:......:............:.:.::.:.............:.:......:.::::::. :::...::..:....:::,.::...:................................................. .::::.:..�:•:•{}::::::..;vas::::::::::::.:.:.:.::.�::..:::.::.v:::::..... .... .. ....... ..... ......... .... i •' . i j ,� (�c Q F-- k-) 4 b 3 4 5 Ll -- Ow Optional Donne Antarta LEGEND F' 1� SINGLE-OUTLET EMITTER: �� im (1' CC ) Model ANT-1 (Digital Radio) 1. BROOKS 1N100 10'x10" ROUND VALVE BOX I Q W ... Model ANT-I-RR(Digital Radio and RR Radio Rt�nate option) TAN 1N - NEAT PRESSURE-COMPENSATING �r- z Model - E Local Radio BV BRAND WON VALVE BOX COVER IN 2' . - 11 W � W 1. 'Model LR-DOME--RR (Local Radio ad RR Radio Remote option) � � � I I I IIGI ��' 10 ° � 1 p 2 2O POLYFLEX RISER: 0 _J p W n Model RR-DOME{RR Radio Ranote option) Flip Top In I I 2 2. FINISI GRADE / TOP OF D.G. I I q I. 3s {LENGTH AS REQUIRED) �--- Opal Position PLAN I I 3. NIB T-585�ypd�pFULLYP � LLIl '�`~ z T Piston CarrmW Calsalse Controller Panel Mounted I I -FPROOF 5ED q ,0 rIL ©_ To Flip Top Flush On Face OF Enclosure at a 25' b a TOP OF D.G. V T a" Angle For Easy Access And Viewing I® + - _4. I" SCI. 60 T.O.E. NIPPLE (TYPICAL) IZ ~ LENGTI AS REQUIRED• SECTION FLAN VIEW �' _� III-IIII-III � 111= 4� FINISH GRADE MODEL SSE STAINLESS STEEL ENCL05URE-� - l0 3 pC IIII= =IIII 5. 3/4 CRUSHED ROCK - 8 DEPTH �i S' 99 MODEL SSE-R (with Dome Antenna) >�. .. 4) o cc: GFI Outlet t Switch -1 5 6. COMMON BRICK (2 REQUIRED)• - 4 4 5 1/2-INCH X POLYFLEX RISER N "� a- = V Louvered Vent o 0 0 _ q 7. 1 PVC SIC 40 COUPLING, USE PRIMER Calsanse TP-! Transient AND GREY GLUE. Protection 8oa•d LEGEND ADAPTER: RAIN BIRD FRA-050 8. 2' CLEARANCE. 6 "� 9. PVC MAIN LINE PIPE. I. EMITTER HEAD f��D � �� Ca�PUNts• T PVC SCN 40 TEE OR ELL specifications I i' 9 INSTALL ON 1/2" PVG SGH 60 RISER. I. ICa�nected To Groutd Lug 6 0 0 0 • • ,,o o 10. CNRISTY'S I.D. TAG (SEE NOTES). - e. PERFORATED SaD PVC PIPE. : :: 1. _„ Q e , o ,, &a. - P. , '.• o p 2. wILKENS«q.00,950 OR t>=auA� a a- t�T�L._ 7� PVG t ATERAL PIPE sheet book ❑ 120 VAC ,lalction Box a 0 ROUh V ORATE COLOR TO MATCH o ORATE\ /-26'x20d Concrete Base (include! tuith enclosure) �°;a s ao �• P A o ° •. °�O4 • 1" IN TURF AREAS. AFINi 61R�avT 1 4PoT�ro�eroPvcpiH�LEssPoiQATm b• '. ��°�'• 2 I US AREAS NOTE: SECTION WITH 5/4" CRUSHED �°•o• �oo o' ••• `-`e----� GRAVEL. 5 � :: -11 Molmttng Botts r: -� SECTION •o°' ' o o .o a N SNR W D. APPR . S. GLASS ZOO PVC LATERAL TO C. ' • ' =111 {bolts # tarlplate included with enclosure) EMITTER 1i>=AD. II. SAGIGFILL MATERIAL. b EIrIITTER TO $�E ®N 9-I{GN SIDE OF APPROVAL !s D vl�N aY ,V W . IS 0►11LYTHA o t� IIII Bch 40 Electrical Swee Elt 12. uNDISTERBED NATIVE So1L _ PORT101aI WITHIN C.V.W.D. RIGHT QF WIlr1WYF }, N o p PVC Sleeve For 4. GLASS 200 LATERAL FROM VALVE. 7 SHRUB W�IEN PLANTED ON SLOPE. ENCROACHMENT PERMIT NO. i# a for Low Voltage Control Wires EMITTER TO BE AT LEAST b" APPROVAL OF THIS DRAVI/1NG BYC.V.W�4/.D. DOES NOT o 0 Grand RodLJ 5. FINISH GRADE. 11 Sch 40 Electrical Stuoep 5/8'x8' Copps-Grounding Rod- e. EMITTER HEAD PER LEtsEND. NOTE' 1*1 Ell Far 120 VAC Power INSTALL ON I/2" PVC SCH eo RISER. -IMINATE 5h4ALLOW PIPES IF ROOT BALL UPI-I I LL FR0�1 ROOTBALL TO INCLUDE APPROVAL OF ANY STRUCTURAL ITEMS, NOR IS SET WITHIN b OF FINISH 6RAD>: AND APPROVAL OF ANY PORTION OF THE PROJECT AS TO >, v INSTALLI. .sHALLow EMITTERS°"6RA17E. IRRIGATE PROPERLY. A A Y F ITS INT ND D FUNCTI N. E 11 " i ! .*. ... CAL5EN5E PRE-ASSEMBLED ENCL05URE DETAIL BALL VALVE .I- ... .. FREE DEEP WA�fiERING SYSTEM �. -.I,'. ... " EM155ION DEVICE ON FLEX R15ER IN 5NRUB BEDS11 L .,L K SCALE: NOT TO SCALE SCALE: NOT TO SCALE.. � c.v.w.©. IDfiAAYVtN�i SCiAI N1. . S.E: T, SCA 0 SCA wi- LE NOT T LE . ....... ........ ...... . .... ...... .-.-... . ..-....". ...-...- ... �, .. :-.. :...... ....:...: .:...... .:..............: ................................ ...................................Y\ash T............................................... ......... ............................................................................................... .......... ...........-...-........ :::::::v.....:::::::::.v::.y:iii:+F..: .................. ..::.:: .. .-::. :.... ............................--.:..-.........-...... ........... ......... ...-......-,-. .fry., ......... ............................... .. • ... ....................................:....................................................... ......................... ............ ....... .. .. ...... ........... ..... ......... .. e VE ::.::.:::::n..';:::::::i:.':.:--":-::::::-.:: nv:::::::::.v::: .... ..................... .. ..:vas:::.:::::.:as .::.:: i T /,aAI 0 i� Checked: • ! i` .. __ " O1 FINISH GRADE/TOP OF D.G. °" ' " .%1. 1 KEY NOTES ; M QUICK-COUPLING VALVE: SEE Reeornmended: 44$ an O O ELECTRIC EMITTER CONTROL VALVE ASSEMBLY, aRectoR or east er -� s I'llC 1. 149 2 3 IRRIGATION LEGEND 2 EMITTER (SEE DETAIL FOR ASSEMBLY) Revison�: �� �°�• (A E 2t G OVALVE 80X WITH TAN COVER: O � ,. E 7 6" SIz� O AUTOMATIC DRAIN VALVE. 1. E o N. q OPVC SGH 80 NIPPLE (LENGTH o AS REQUIRED) O DRIP LATERAL - PVC CLASS 200 PIPE. 4 PLAN O3-INCH MINIMUM DEPTH OF 3/4" NEADERBOARD v a Ar- WASHED GRAVEL O ElOULDERS - SEE PLANTING PLAN, 1 Q- 3 8 ®BRICK (1 OF 2) 4 1111 .� 2 T o O7 111. PVC SCN 40 STREET ELL >< 6 :.as,', ""' '```'f'" ' •M-``::,,. ...,. 4 CITY OF PALM DESERT CITY OF PALM DESERT LEGEND a PVC SCN 40 TEE OR ELL :. �....i :: :. ".� PQ II DEPAR T OF PU WORKS LANDSCAPE APPROVAL I t I � s, 1. ,,, TMEN BLIC >. 1. I. FULL CIRCLE BUBBLER. 0.25 GPM EA.) q PVC MAINLINE PIPE = .. I- ( O /" APPR APPROVED BY. W I ' ll -� � � � 1111_ 3l(i ,... -- 2 REFER TO IRNG. LEGEND. ,; -v 10 PVC SCN 40 ELL 11-1111, I I I 4 2. ANTI-DRAIN VALVE. i ; y1 "Ill ' ( ( � - E 11 211 x 2" REDWOOD STAKE W/ , I ", .". 1/m/1) t 3. FINISH GRADE. 4 MARK GRE NWOOD, P.E. D TE H. E ER IGHT DA -"'�-- STAINLESS STEEL GEAR CLAMPS " � ' ' drawn RAJ I. 4. PVG SGH. 80 NIPPLE. 1. % DIRECTOR OF PUBLIC WORKS LAN SC E MA AGER :.. :. OR EQUIVALENT SUPPORT `w :, R.C.E. /ao/2�' ;� R C 57989 EXP. 008 f pr�. no. 0640 SS\ \ -M r .s.. 6 5. PVG TxT 90 DECK. ELL. \/ Y Tt: i': .'',, L. ,..rk ; ,. .1111. �, MARl-EX TxT 90 DEG. STREET i.:: -� These plans have been reviewed by the Coachella Valley Water District in date 03 j2 07 7 '� accordance with Wafer Code Tifte 7, t3ivision P. Chapter 3, Atficte 40.6, Section 1. ELL. ` '�` "`" 65597 et seq. requiring efficient landscape and irrigation design in cooperation �: 11 10 q a 7. LATERAL LINE FITTING. <;;,n > ., 'z {.:, > =:...•,: with the local governing agency (City or County). scale AS NOTED DR,4INAGE t IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. NOTE: ,,s- <= L`; *Approval of this drawing by CVWD staff does not constitute approval to SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OE AN ANTI-DRAIN VALVE g BERM TO FORM WATERING 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL 5 ! encroach into district and USER Rights-of-Way. Trees, plants, walls and IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF GONSTRUGTION BASIN. TO NOMINAL QUICK COUPLING VALVE INLET SIZE. h permanent structures of any kind may not be planted or installed in CVWD and THE GONTRAGTOR SHALL INSTALL AN ANTI-DRAIN VALVE A5 REQ'D. AT ANY 5PRINKLER USBR easements or right-of-way without first obtaining an encroachment permit HEAD SHOWING 51GNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED q TREE VALVE 80X AND COVER SHALL BE TAN IN COLOR IN D.G. AREAS from CVWD. sheet no. FROM AN ON TO OFF P051TION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRIGS WITHOUT ADDITIONAL COST TO THE OWNER:: REFER TO PLAN. A� DATE �� 07 WATER IeArfACEMEhfr suPEffvisoR L2 ,2 '* <: *' .' -1.'-`.' M I Z6� .-* Z2�� .. 'I.' FULL CIRCLE BUBBLER QUICK COUPLING VALVE ij: EXAMPLE DRIP EMITTER LATERAL SYS EM .1 -11 .. -. N. SCALE: N.T.S. SCALE: NOT TO SCALE SCALE: NOT TO SCALE SUPERMSOR L- 1 4 of � _ .............. :::.:::: ............ _.. . ...: - . ..,. :...:... .....ri.:.::::-:::::::::.::.:.:.:.::.:..:..:.::.::..:.::..::.:.,:.:..:.;.::.:::::::::..:::.::.::.::.::.::..:.-:..::.::::::. ::::..::.:::.::.: GAProjects=WD STORM DRAIN at Entrada Del Paseo=\0640-L2.1 Irrigation Details.dwg,L2.2,811612007 4:01:33 PM,cgandy,Adobe PDF.pc3,1:1 36448 ,. , , w t Ile <10 J / oo, 1- le 9 L U ., // // T• Jr / J /J Z I ay1 f J� jf R P L A 9 1, r t y�/J jl b!J t � fJ ; r LU ' LI T D K GE ERAL -NOTES Ei �J J / Q s • •wa x ® X . x U 70390 X o �� � � X ® m r w � � Hwy 111 Suite A 1. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE SPECIFIED DIMENSIONS AS Rancho Mirage -- .� . . LA T LEGEND. �3 ® NOTED ON P N CA 92270 email: info@rlpa.net rlp PLANT QUALITY IS OF MOST IMPORTANT. LANDSCAPE CONTRACTOR SHALL SELECT C� a.net ONLY PLANT MATERIAL WNIU-I IS OF THE HIGHEST NURSERY STANDARDS, FULL -j 760.324-2682 d-„ IMIT OF RK �,�,s _c FORM, FULL SIZE, FULL HEALTH. NOT ACCEPTABLE WILL BE UNDER SIZED, DRIED, LU 760.202-7012 fox :' IT OF WORK , BROKEN OR SCARED LEAVES, BRANCHES OR DISEASE OF ANY TYPE. �; wwwxpla.net leekq p " -- ~" 2. PLANT PLACEMENT SHOWN ON PLAN ARE REPRESENTING GENERAL CHARACTERISTICS o- Consulting Air--- ` '"� �"�' ows-,Im�c ' OF PLANTING DESIGN, PROJECT VARIABLES WILL OCCUR THROUGHOUT �- Residential design ------j-----___ _1 _ --- _ CONSTRUCTION. ALL PLANTINGS 514ALL BE LAID OUT ONSITE PER PLAN IN THEIR ® Commercial design = --- -- -- --- _ --" ----------------- -f CONTAINERS PRIOR TO INSTALLATION. NOTIFY LANDSCAPE ARCHITECT MINIMUM �4 ---------- - Y... -----------------J ----------, ----- --- ---- --- .. ROM FM r`------___====_T------________ ___________ �O�D� DAYS IN ADVANCE FOR FINAL POSITIONING AND PLANTING APPROVAL. � ca. lic. 4275 -________-�--__ __ ------- t--- - -------------- ------- /u9 �4 v q DSCAPe f J `��`� Q WR N Q J ' F EXI CONCRETES10ORM, CHANL 5 � car NOTES �� . �o ' J r A / PEDESTRIAN PATH (DECOMPOSED GRANITE) SHALL BE APPLIED TO NOTED LOCATIONS. - J WATER ROLLED AND COMPACTED TO A MINIMUM H 0 a CONTRACTOR '�-" °' , D DEPTH F 2 . LANDSCAPE TRA TOR �Dote, . y SHALL RAKE D.G. EXPOSING LARGER AGGREGATE TO SURFACE FOR TEXTURE. CA1 NATIVE � - .... ,�''..,, "'...,ti. `'`'..• '..�,� � C� STORM CHANNEL � VE SOIL - CONTRA TOR SHALL REGARDED AND RAKED TO NATURAL SITE OF CONDITIONS. I, A.D. PUNTING NOTES w •l, ! ---_ i _--- ------ >jj •N NO TREE PLANTING WITHIN C�l�1.U. BASEMENTS OR RIGHT-OF-WAYS. Q IbUI1114Y---- _______ __ _ ----- �`.� ,��� 2. NO PLANTING, PATHS, ETC NITNIN 25 FEET OF THE PALM VALLEY STORMWATER � :r ~~� "' 3. IF FACILITIES MUST BE REPAIRED CVWD 15 NOT REPONSIBLE FOR REPLACEMENT OF i �. ,�< :::!•%!•iiiiiiii'.i"::F.i:•i:•%i:%4i'::•iiii:.:i.:..ii:•::•::ii%:•ii:•ii oa SURFACE IMPROVEMENTS. ............. xx i e' i' , / D d.. N _ O r D D , D D `''h „ l• rS i�� :::5��<:%:!�:':`�;:f .��l.�,,f?ib�'`•`'4':;.;'.�:%y% : 4+1 rqi>>o.i's' i;i;f'I:y:: :ii5i'�''G 7 a t 1 e+. •el! r fi D - G ><1 i S l^ • .. .,, /, ..... .,,. -. •.., ...• . Y : r:r::rf:;r!;i.:.i:::y:::i:..:.:i.:..r.::..i:.n::.iiiii:i:oi:•:: .l y.. ..,:./.:. 1 � X o D CC I/ .1 4. D C� Y w 1n O HU d Ilir 3 v w� a v. d' N s .O.W C O . • r _: • , • mnlr.U.„.. ..n5 k3 ................................. . ...,...,__...,., ,.,.,..,..,,.. .................................... x a d tiO�r� QV . ........ . „ . ................................. ...... ....... r L_I J .,, .......... ................................,... , .._..... $ •1 • ........ .. .... • (• -77F IX *s # as ..S..,w Ct C es<t ii<1 •it ":i4flf. s i13 'eaUJ Q Or, - O _ ' ,wry/ 4 ,wnranrd „nil. mo,.� „M, ```w#,V ,t , ' i• - r d•t ��,.,�sms -r.-°'.m,� �- .w.N'+-�--• d°-.--+vwnow.P_-.aeen d a `� O III ricwe•. //.�� ., 7[ l ••Q•• .,f -1 `J�' .. A . �vK .lfilfn NN. YIe1e a 41 L F WORK •°° . . ��. ,� � \\y a. v e Q� T + J/��\�\ dd• ..may. a,d: �a •.1 -: 41• A.1 • • Id r •L/.r71Aj yam---- :uav,•oaor w,w„a, < NJ* ,L, v/!, I . sulliJ/iJi E3 C. r LI51 E MAP MI 0 < d 4 4 4 b �' % % $ k •ii6(WHA4 i, d QOf�9D•A-_Ti,-�'-♦/J✓A/!•Q a. law,& < CD UJ Q Ga alsTllr�> -- : Y 4 G3 W _=r , � FM cvwa RIGHT OF 1�AY �� `���- L1 J . �� EXISTuIG FEI!ICE ' %CONCRETE U 01 N -11111111 0�i J Z 15 ��HH 't CE . . . Cl- T " Cj / F ;= J ,.s ..e : a'° �y k • ,yam y n ♦ - ( yyCy'�` L/i..,. ` ' . _ Y , t specifications spe � D�` III � I i r A book STORM CHANNEL a -sheet _ 1 ' ,rrTt,ro�rr�u�1`t �% I 7n L 4Y , : .Tj rJ O ti PLANTING LEGEND i 1 , : � �, o Q d a s ut > T t �AV�� (� C> 6, _ i SIRE WATER NEEDS WATER NEEDS REMARKS PLANT QUANTITY: List is provided for the convenience of the contractor/client and is not intended for accurate bidding purposes. 1 w� � s , �;\ `` � a o 0 0 DESCRIPTION 5 -EOTANIGAL NAME COMMON NAME QTY - -_ - - DE R PALM DESERT CVWDPLANT ?:•.�nip,r PLANT ALLOWANCE: The contractor shall provide $1200 to be used for plant material not listed on the legend, which _ 1' 1 '' `\ �, • TREES Pa-kinsonia x 'Desert Museum' Desert Museum Palo Verde 2 36" box L / 0.2 L / 0.2 will be specified and field located by the Landscape Architect. If this allowance is not used, or is only partially used, the unused �' E �H • allowanceportion shall be refunded to the Owner by the Landscape Contractor. fib. Caesalpinia cacalaco Cascalote 2 36" box L M / 0.35 L / 0.2 UNIT PRICES: Landscape Contractor shall famish unit prices for all plant material and irrigation material when submitting ''' Y I'- w fHH his bid to the Owner. q H, �. Olneya tesota Desert Ironwood 3 48" box L / 0.2 L / 0.2 WARNING: Plant material listed may or may not have been approved by the Agricultural Commissioner's office. a a Z C V.W.D. DRAVwNG APPROV yH� Landscape Contractor, please contact the developer for status of Agricultural Commissioners approval or denial, OAX W O Plant material not conforming with qjorantine laws may be destroyed and civil action taken. All plant mate subject is subject to co N • Psorothamus spinosus Smoke Tree 5 24" box L / 0.2 L / 0.2 inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free from red scale axl red imported fire antsr j �� «: , G1 AUK? N o s SHRUBS (Aanidietla Aurantii). > o U. Ln M Ambrosia deltoidea Trionglelealf Bur Sage 25 5 gal. L / 0.2 L / 0.2 wme 0 � kJ � LauRemneeo: a AA � U")' m Z Im O OF EN63NEE �V fA - Z kJ �„ ~ Revisions: DATE ,,ppR. •N (D ` Encelia farinosa Brittle Bush 44 5 gal. L / 0.2 L / 0.2 - - Z - ? E 1 '!c i par O Justicia californica Chu osa 11 5 gal. L M / 0.35 M / 0.5 FINISH SCHEDULE 0 0 CL o e _W W Larrea tridentata Creosote n 24" box L / 0.2 L I 0.2 LINET�'PE SERIES / DESCRIPTION COMMENTS ti CL � U. a ACCENTS Proposed Chain Link Fence Proposed chain link fence to match existing fence. • N oz Q N o Q N o A Agave deserti Desert Agave 6 15 gal L / 0.2 L / 0.2 FENCING o°c F _�_--0_...-�_ Existing Chain Link Fence a o z a v � ` e (Xw Q a CITY OF PALM DESERT CITY OF PALM DESER M _81 T Nzpl- Asclepias subulata Milkweed 9 5 gal. L / 0.2 L 1 0.2 r DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL Ferocatus sp. Red Barrel Cactus 9 8" Dia. x 8' h VL / 0.1 L / 0.2 ;:' i APP B . APPROVED BY' - Fougveria splendens Ocotillo 5 25 cane min. 7' L / 0.2 L / 0.2 MARK �I GREENWOOD, P.E. H. tPEOICERA IGHT D TE z, DIRECTOR OF PUBLIC WORKS LA Opuntia biglovii Teddy Bear Cholla II 5 gal. L / 0.2 L / 0.2 y s: 6 SC PE NAGER drawn RAJ R.C.E. 57989, EXP. 6/30/2008 oral. no. 0640 VINES Moscagnia lilacaena Purple Orchid vine 1 5 5 gal. M / 0.5 M / 0.5 These plans have been reviewed* by the Coachella Valley Water District in dale 03112107 accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section Mtlscagnia macropterum Yellow Orchid Vine 5 5 gal. M / 0.5 M / 0.5 !� 65597 et seq. requiring efficient landscape and irrigation design in cooperation �9, V with the local governing agency (City or County). scale 'I"-20' *Approval of this drawing by CVWD staff does not constitute approval to Podranea ricasolemo Pink Trumpet Vine 5 5 gal. M / 0.5 M / 0.5 I 1 encroach into district and USBR Rights-of-Way. Trees, plants, walls and 20 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. GROUNDCOVERS n Baileya multiradiata Desert Marigold 29 1 gal. L / 0.2 L / 0.201 K 2" Minfinal wettedINE T 3/8" Minus Desert Gold w! 11% fines.- de depth afterbeing Install at pedestrian trail with 1 -Vimao Ts MATERIALS Decomposed granite t rolled. stabilizer �� .¢x 40' DATE WATER MANAGEMENT SUPERVISOR t, rr, DIAL TWO WORKING L3 . 1 y BEFORE DAYS BEFORE 4•. W /'` Mu% l aw SCALE I•) 201 -011 YOU DIGYou DIG -TOLL FREE 1BY 227 260Q ENT SERVI SUPERVISOR L 1 9288A5 of 7 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 111 ,111 Jill GAProjectalCVWD STORM DRAIN at Entrada Del PaseolCD0640-L3.1 Planting.dwg,L3.1,8/16/2007 4:04:00 PM,cgandy,Adobe PDF,1:1 b r 3644 `V i A , I_ U - w _� TZ GENERAL MAINTENANGE PROGEUURE5 t� GENERAL NOTES 3.03 PRODUCT DELIVERY,STORAGE AND HANDLING < R P L A D. Staking and Guying(all staking and guying shall be per the discretion of the Landscape Architect) 5.01 MAINTENANCE PERIOD LLS I.OI SPECIAL CONDITIONS A. Preparation IC ' � I. Trees shall be able to stand upright without support,and shall return to the vertical A. Permits and Surveys I. Balled and Burlapped(B # B) Plants: Dig and prepare shipment according to the after their tops have been deflected horizontally and released. lmmedlatek,stake-tree$ _ The Contractor shall establish all lot Imes and restrictions. All other lines, accepted Industry standards and in a manner that wilt not damage roots, branches, which do not meet this qualification,as well as plants that are subject to breakage as a A. Landscape Contractor shall others to the following maintenance speclflcatton during the grades and Tracts shall be established by the Subcontractor and inns Shari lines, shape,short and long term health,and future development. Size of rootball shall be result of adverse conditions. Staking shall be directed by the Owner's Authorized Representative. established period. Plant maintenance work shall conslst of application of water, U 70390 all dimensions,lines and grades indicated on the draws. The Contractor as defined In the American Standard for Nursery Stock(American Association of 2. Trees shall remain lamb and strain t from installation the t the maintenance curd weeding,caring for,edging and mowing of lawns and performing the following Q H�A/�/ rJUlte A Moll furnish all surveys. Permits and licenses required or execution of the N ursarymen;latest edition). B 4 B plants may only be used if specified in the Contract warranty period. p � � final giant establishment work. work shall be procured and paid for by the Subcontractor. The Subcontractor Documents or If authorized In writing by the Owner's Authorized Representative. Rt�nhlD1rAgE' shall give all notices,call for inspections and comply with all laws and 3. Refer to standard details for staking and guying requirements. I. The entire project is g r maintained for a period of nd Coxtrocto s ordinances bearing on the work. calendar days,commencing from Owners Representative oral Contractors CA 92270 2. Container Grown Plants: Deliver plants In container sufficiently rigid to hold 4. Staking Mock-Up: Prior to proceeding with staking,prepare for approval by the Prellminary Walk. --J email: info@rlpa.net ball shape and protect root mass. Owner's Representative one sample of each type of staking to be used on the project. 1.02 GENERAL CONDITIONS These mock-ups will represent the standard that stokin will be compared to. The 2. During the maintenance period,all plants and planted areas shall be ••,� 760.324m2682 3. Pre-Delivery Inspection: Notify Owner's Representative minimum of two p � g the kept well watered and weed leer at all times. A. General weeks prior to shipping to allow for Pre-DelNery Inspection of plant materials Contractor will have his employees become thoroughly familiar with a mock-up prior to p UJ at the nurse general staking operations. Z 760.202-7012 fox r'y. Contractor3. Landscape Contractor shall be responsible for disease and pest control during the I. The terms and definitions stated in these General Conditions shall apply maintenance period and a record of pesticides used shalt be furnished to ad www.rplo.net to all sections of the specifications as set forth fully therein. B. Delivery 4.04 PLANTING OPERATIONS -PALMS Owner's Representative. e responsible for the replacing of any dead or damaged plant a 2. The indications on the drawings or the requirements of the specifications 4. Landscape Contractor shall b and listings shall be as binding as thought shown and/or required by I. Protect B E B root balls during shipping by proper handling techniques; A. The Contractor Is responsible for climatizing palm material that Is not grown material whether caused by construction traffic,users of the site's nmenitles and/or Consulting both, cracked or crumbling rootballs wI l be rejected. Protect at the site by maintaining a wlthtn the Coachella Valley. If palms purchased outside the Coachella Valley Is adversely natural causes.This will be done at the Landscape Contractor's expense. Residential design thoroughly moist rootball;heel in with sawdust(or comparable material) If not affected by weather conditions, it then becomes the responsibility of the Landscape Contractor for 3. All art of the works specified herein and/or indicated on the plans,may planted within 24 hours of delivery. Maintain rootball in a moist condition and do replacement at no extra cost.Palm material listed or not have been approved p pe p ry. ep �J may 5. Landscape Contractor shall raise or lower sprinkler heacL<, to proper level and shall Z Commercial design be completed by Separate Subcontractors and It shall be the responsibility not allow to dry out. by the Agricultural Commissioner's office.See sec information.3.02 for additional Infor ion. adjust heads as needed for full coverage. of each Subcontractor to determine the effect of their work upon the I . work of others. The Landscape Subcontractor,however, Is to coordinate 2. Notify Owner's Representative of delivery schedule a minimum of 48 hours in B. Arrange delivery time so minimum amount of time elapses between delivery to site and 6. If and when decomposed granite has been installed,the Landscape Contractor shall Q the various trades under his Jurisdiction. advance so plant material can be inspected prior to unloading from trucks. installation (maximum of 2 ). Use necessaryprecautions to protect the alms from CC. lit. 4275 p p p and will malntaln the proper specified depths at all times during the maintenance period. 4. The Subcontractor shall perform all work In accordance with all applicable building 3. Remove rejected material Immediate) from site. weather or other conditions that would damage or Impair vigor. Grown and rootballs Mother the deterioration of the decomposed granite Is caused by construction traffic, requirements and ordinances earn though such requirements are not specifically mentioned Landscape Contractor to notify nursery f rejected should be protected from sun and reflected heat;avoid storing on paved surfaces. user's of the site's ammenities and/or natural causes;the Landscape Contractor shall herein. Any work in conflict with such requirements shall be brought to the attention of the material at no cost to owner. Covering material,such as rp shade cloth or bur{es lightly should permit air movement.Do not rcpalr these areas at no extra cost to the Owner. Owner's representative by the Landscape Contractor and the Landscape Contractor shall use plastic ar rubberized tarpaulin. Water rootballs with on as required during hot weather. not proceed with such work without the written approval of the owner. I Ifp palms are stored te the ground,cover ro ned-balls with onlse native l mil,Do not Stack app 4. Do not lift,move,adjust to plumb,or otherwise manipulate plants by trunk palms.Freshly collected palms that have browned-out fronds and/or blemished trunks will 7. During the q0 day maintenance period,there shall be a series of site visits done by the or stems. (See section 4.04 in this Section for special handling not be accepted. Owner's authorized representative.During this time,written punchl!5t5 and field reports shall VNVIDSCAPP directlon for palms). be done and given to the Owner. G. Measure and record brown trunk height on a tag firmly attached to each tree. These t���O Q uR N E q' I B. Definitions tags are to remain on the tree until approved by the Owner's Representative to remove n �� � . y/J shall mean the Landscape Contractor or his them. 8. Prior to the conclusion and tun-over of the Landscape Installation Contract,the Jr I. Landscape Contractor sha Landscape Contractor shall provide to the Owner As-built Drawings.Mylars or reproduc Subcontractors,or his Supplierll performing work for the owner. ibles a GENERAL PLANTING PROGEDURE5 for this exercise shall be obtained through the Landscape Architect. 2. Work shall mean all labor,material,equipment,services,permits and D. Rootballs conforming to industry standard size and capable of supporting trees licenses,necessary to furnish and/or Instal in place all materials, 4.01 PLANT STANDARDS by without additional bracing;free of noxious or invasive weeds. q. All Irrigation fliters shall be checked and cleaned per the direction of the Owner's Authorized . imaw . equipment and/or appliances specified in any one section and/or shown E. Segregate palms height as they are delivered to the site. Representative. J' R«nem Date A. Use the following publication for qualifying plant material acceptable for Installation: � on a plans and/or specifications. J, �oe, �Q 3. Furnish shall mean to purchase and deliver as directed by the Contractor, F. Do not bind or lift palms with rope,wire or chains,use only nylon or fabric,sling/straps ar appliances specified In one section a minimum of 4" wide. Scarring caused by Inappropriate handling and Judged unacceptable all materials, u a qTF OF CAL\F�� and/or shown on the plate and/or specifications. I "American Standard for Nursery Stock";Edition approved Ig85 by American I 1.by the Landscape Architect will cause rejection of the palms. Replacement will be at the National Standards Institute, Inc.(Z60.0 Plant materials. expense of the Landscape Contractor. Plant palms so the top of finish grade Is no higher 4. Install shall mean all labor,material,equipment,services necessary to than the top of root ball. 5.02 GUARANTEES set In place,connect,hawk-up and/or make ready for operation all 2. "Hontus Third", Ig76;Cornell University plant nomenclature. materials,equipment and/or appliances furnished by the Subcontractor G. Prepare proper size plant it and test far drain as described previously. days, and/or by others. 3. Arizona Nursery Association Grower's Committee "Recommended p p p p p drainage p y trees The Landscape Contractor shall guarantee all shrubs and accent plan for a peel O Specification", Igg7 revised edition,Arizona Nursery Association. g` compac trey$and Ins for period n one e ear after final Inspection and acceptance the Owner's H. Backflllin T moistened sand backfill at bottom of hole to t Insert tree Pa p y nspec eptan by 5. Construction site shall mean the site as shown by plans and or specifications. and backfill palm pit with clean native sand as shown on the Drawings. authorized representative. Landscape Contractor shall take tissue samples action when any trey 4. 15A Specifications Continuously adjust palm to enure a plumb and securely planted condition. Solidly appears to be in stress. This action is to Include loll and tissue samples to determine flit nature of 5. "Horticoplo Illustrated pruning and planting,2002" wwwhorticopla.com compact sand around the upper ball and portion$of burled trunk while backfilling. Jet the Problem• sand backfill as r c�uired to remove air pockets. Leave basins around each tree unless J � k � 6. "Illustrative gguulde to pruning,second edition",E.F.Gilman,2002 Delmar publishers otherwise directeed by Landscape Architect. Coordinate Installation of irrigation system, B. The Landscape Contractor shall,within ten 00)days of written notification by the Owner's authorized LU Albany,N.Y.1441.342.0153 etc.with planting operations. representative remove and replace all guaranteed plant material which for any reason falls to meet Z the requirements of the guarantee. Replacement shall be made with plant materials originally 2.01 501L5 7. Guideline Specifications for Nursery Tree Quality,for information contact: Brain K. Water Immediately and continuously as required to ensure optimum soil moisture specified and shall meet original guarantees.Any substitution shall only be done through written Kempf a the Urban Tree Foundation 5501113.0631 or Arborlst News Volume 12,No.2, levels. Soil moisture levels below grade to be checked regularly with soil probe or other authorization fron the Owner's Representative. A. Stockpiled Native Sall April 2005. approved method.Charts below are for reference. 1. Stockpiles native soil be available from Owner's stockpile for use inDE- ___.._._ __ __..____._ __ kP may kp B. Plants shall be nursery grown In accordance with good horticultural practices under planting areas. Solis far fury'beds are classified as '3/6 tacit runts";Soils For climatic conditions simffar to those of project for at least two yeas unless specftolly L. The folla4igi chart shall be used for Phoenix daactyitfera W0ter#?9 rnerpd&Wets: L!J { general mounding ore classified as "2 Nmch minus". See Contract Documents for noted otherwise. availability. January 40-50 gallons per day 4. I friable well-drained soft of uniform G. Plants shall be sound,heavy and vigorous,well branched and densely foliated when In leaf. February 50-60 gallons per ray 2. Go osltion 3/8 inch minus: Fertile, They shall be free of disease,Insect pests,eggs or larvae,and shall have healthy,well March 60-10 gallons per day quality;free of.material larger than 3/0"diameter,sticks,plaster,concrete,oils, developed root Systems. They shall be fret from physical damage or adverse condition chemicoi%and other deleterious materials. that would prevent thriving growth. Soil in the containers shall be free of disease, April 60-70 gallons per day . 3. Composition 2 Inch minus: Fertile,friable,well-d-alned soil of uniform quality; pathogens,and fire ants. May 10-80 gallons per day 6"` 0 Free of material larger that 2"diameter,sticks,piaster,concrete,oils,chemicals, D. Plants shall be true to species and vane and shall conform to measurements specified, July 10 -110 gallon per day and other deleterious materials. � .lulu 100-110 gallons per day Cn except that plants larger that specified may be used If approved by Landscape Architect. Is: If soil has not been tested,obtain an a Use of such plants shall not Increase Contract price. If larger plants are approved,the ball 4. Anal August 100-ILO gallons per day LU Analysis.. agricultural suitability and of earth shall by increased in proportion to the size of the plant. Plants shall be measured September 100-110 gallons per day _ I chemical analysis of the proposed soil from Horticulture Consultants,Inc.or other when branches are in their normal sition. Heightand spread dimensions specified refer consultant approved by Owner. Cost of testing will be paid for by the Contractor. to main of plant and not branch to . Cal measurement ement shall be taken at a point October 65-too gallon per day Analysis to Include: body P p November 65 75 gallon per day , on the trunk 6"drove natural around line. For trees over 4" In caliper,this measurement should be taken from a point 12" above the natural ground line. If a range of size Is given, December 45-55 gallons per day CITY.,OF PLAM DESERT ' i, a. Element Analysts: tdltrate Nitrogen,Phosphorus,Potassium,Calcium, no plant shall be less than the minimum range of size and not less that 40%of the plants Magnesium,Sulfur,Sodium,Zinc,Iran,Copper,Manganese,Boron,free shall be as large as the maximum size specified. The measurements specified are the 2. The following chart shall be used for the Piash"onic fllifera watering requirements ents Immediately LANDSCAPE INSPECTION SHEDWLE W --I 1 i mldmun size table and are the measurements after where Is qq Z accep prunl►g, i hg after installation. This sha�j�6 InI�dd duelno 4-6 week establishment perlod: b. Other: H factor,%base saturation,electrical conductivity,mechanical required.Plants not conforming to the requirements specified will be considered defective. 0-68% ons per" P Such plants,whether In place or not,will be marked as rejected and shall be lmmedlately -�aJ Cl- analysis,AS of organic content,cation exchange capacity(GE.G). These will be replaced with new acceptable plants. February 60-b0 gallons per day ys 9a removed from the premises. ep ep p �! do-70 gallons per day 1) Sleevir�ig � Grading AGRICULTURAL NOTES Q � � March ta,� c. Recommendation: Type and quantity of additives required to establish E. Special core shall be taken to Insure that plants In containers are adequatelywatered. 60-70 gallons per day a. Sleeve diameter, t depth and location I- <C F_ satisfactory pH factor and supply of nutrients to bring topsoil to Hater or 5011 preparation,planting and irrigation wilt be furnished by owner. April 8o-gO gallons per day ' type, WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE z satisfactory level for planting. May 100-110 gallons per� b. Soil surface drainage, elevations and trash (including weeds 4 rubble) , �( LL F. Under no conditions will there be any substitution of plants or sizes for those listed on the June 110-130 gallon per day AGRICULTURAL COMMISSIONERS OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT 5. 1f required,the Owner's stockpiled soil will be amended;this work Is not In the accompanying plans,except with the express written consent of the Owner's Representative. Jul U V Q contract and the Contractor will not be compensated for it on a Time and y 120-t5o gallons per day p� J_� THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S APPROVAL OR DENIAL. Materials basis. Rates for labor and equipment will be charged according to the G. Container stock shall have grown in the containers in witch delivered for at least six AucJnrst q0-100 gallons per day 2) Hard$Cape Boulders Construction Agreement. months,but not over two yeas. Samples must prove no rootbound condition exist. No October 110-120 con r PLAN MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED AND ac 6 � container plants that have cracked or broken balls of earth when taken from container September 70-80 gallons a Sidewalk and wall layout Q shall be )anted except alai coat amuse'$ Representative. mber gallons per d! CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INFECTION AT THE DISCRETION - LU - p ��� November 50-6o gallons per day b. Utilities location OF THE AGRICULTURAL C"ISSIONER'S OFFICE. ALL. PLANT MATERIAL MUST BE FREE 0 0 CL B. Imported Soil I H. Field dug plants may be used only if specifically approved in writing by the Owner's December Boulder and I. $Ilion: To match or exceed in quality the 3/8"minus native Sall,a5 izepresentatNe prior to ordering. Unless otherwise authorized,field dug plants will be L. Boulder type) size, weight QfIU plaCelt FROM RED SCALE (AONIDIELLA AURANTII). method in which tt►e four side$are cut and box stiles Installed CL V 1 v, wI M !2 � , determined by analysis described. Submit test results to Owner's Representative hovested with a two step 3. The following chart Shall be used for the Washingtonla flUfera watering requirements after and Landscape Architect for to orders material. for a minimum of four(4)months during the growth season prta to digging and boxing the the 4-6 week establishment period. This change Hill only occur with a written authorization from ap "� bottom, the Landscape Architect. 3) Irrigation System Rough - in ALL CITRUS AND PHOENIX SPECIES MUST BE GROWN AND PURCHASED IN THE COACHELLA VALLEY. (f) �- Z CL tomn 2. Sample: Deliver one half cubic foot sample of proposed Import loll to I. Plants shall not be pnuxmed before delivery. Landscape Architect for approval. Owner reserves a right to reject 5011 delivered January 20-30 gallons per day G. Trench depth and location t� W to the site that does not meet the approved test results and/or the Specifications. February 20-30 gallons per day b. Pipe size and ela�ss V ca ca 4.02 PREPLANTING March 20-30 gallon per day -I Z � 1 G. Soil Conditioning A. Site Preparation April 30-40 30-40 gallons per day C. Pressure test (125 psi For b hours) Z Q .< � Examines ails and verify conditions under which wank will be performed. t+btlf � gallons P � 1 � �J 1. Deliver products In manufacturer's standard packaging. When bulk materials are ! June 40-50 gallons per okay made provide Owner's Representative with BIII of Ladentng for each delivery. Transport Owner's Representative if there Is a discrepancy between site conditions and Contract July 50-bo gallons per day 4) Plant Material (trees 4 shrubs) T , organic amendments directly from the source to the staging area and stockpile as directed Documernts• August 60-"10 gallons per day a• Condition � � F-- T -cc T m by the Owner' 2. Do not begin soil preparation and planting until all work such as header intallation, September 50-60 gallons per day V 2. Store products to protect them from dam and contamination and comply with walks,paving,concrete work,electrical except for fixture location,fencing except October 40-50 gallons per day b. Type SOIL REPORT NOTEa! 4;i §� manuFact egrr's storage tnstructlons. where access Is necessary,ctrahage work,gas line installation,Irrigation work,aid •J any other wonk required under plans and speclflcatlons around laming a eas is November 30-40 gallons per clay a.. Placement cr Q p SOILS REPORT SHALL BE PERFORMED TO DETERMINE: s a„ Q °C = i� 3. Coordinate work with other site work. completed and approved. Specimen trees twenty(24) inch,and lard box sizes or December 20 30 gallon per day paten trees are exempt from tints role where access might be re5trlcted by construction /',..� JJ____�� • THE SOIL TEXTURE AND AVAILABLE WATER HOLDING CAPACITY. 4. Inspect Job for conditions which would prevent execution of this work or specified. phases of landscaping ar building. All plants and planting shall be contlnualty 5) Ground fie" (�('p� granite) APPROXIMATE SOIL INFILTRATION RATE. Do not proceed until such conditions are corrected. maintained by the Landscape Gontractar. • 5. Trucks and vehicles shall not be permitted to pass over curbs,paving,etc.,unless 3. Soil Preparation: Do not commence land work tar to completion and acceptance a' Tye MEASURE PN AND AG TOTAL SOLUBLE SALTS. adequately protected against damage and roved the Owner's Representative �� planting � °� � M. All palm fronds shall remain fled until the Owner's Representative deems to untie. n,�� � specifications qu y pr ago ge approved by Repr of soil preparation. This will be based on whether the new growth within the palm tres's heart aart handle surrounding b. Depth and I ; to proceed. adverse conditions that could exhaust the moisture retention coplbtlities of the palm. Compaction 6. owner's Representatve r~.rves the right to take and analyze sample of materials for 4. Irrigation: Do not commence planting work prior to installation and acceptance of C f�`"`'°I� , conformity to speclflcatlons at cant'time. Furnish samples upon request"Landscape irrigation system,unless approved in wetting by owner's Representative. N. Contractor Is to carefully coordinate with Owner's Representative to Irate-pains within palm groves so that variation In brown trunk height is graduated across the groves r " ' Sheet b001( Architect and or owner's representative. 5. Weed before and during preliminary grading and finish grading. All weed and grasses or lines of palms. in a grove with simlicr'height palms,the maximum brown trunk height 6) final ° C. �r . D. APPROVAL 7. Rejected material from the site shall be reviewed by the owner and at that time a shall be dug out by the roots and removed from site. Site shall be maintained and remain variation In adjacent palms Is 12". Coordinate with Owner's Representative to adjust decision will be made on the removal process. weed free until turnover to the Owner's Authorized Representative. palms with acceptable trunk curvature so that visual Impact Is minimized. a• Irrigation: Straight-trunked with maximum variation of 6". Curvatures will be reviewed APPROVAL OF THIS DRAWING BY C.V.W.D. IS ONLY THAT o Note: Raised planters shall by back filled NIth on site soil. 6. Layout and Staking: Lay out plants at locations shown on Drawings. Use steel sired on an individual basis;gradual curvatures over the length of trunk are In general flags,color coded for each species.of plants,or set plants in containers on grade. Stake location more acceptable than short bends. / PORTION WITHIN C.V.W D. RIGHT LAY t O f of each tree.Owner's Representative shall dictate the procedure needed In the Immediate exercise. I) Valves, boxes and wiring ENCROACHMENT PERMIT NO. = 0 -a in 5.01 GNIALITY ASSURANCE 7. Right is reserved to refuse review at any time If, in the opinion of the Owner's Representative, I I) Controller operation O'1d schedule APPROVAL OF THIS DRAWING BY C.V.i i . T A. Comply with federal,stair and local laws requiring inspection for plant disease and on insuFficlent quantity of plants Is not available. Owner's Representative reserves 4.05 C-RMNDGOVER INCLUDE APPROVAL OF ANY PORTION OF THE PROJECT Infestations. Inspectlon certificates required by state law shall accompany each shipment of the right to interchange or adjust the locations of plants prior to planting. III) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per >. � A. plants AS'TO ADEQUACY OF ITS INTENDED FUNCTION. plants and deliver certificates to the Owner. Inspection are to be performed In the state of Planting plant origin. This also includes Border inspections and Agriculture Department. 8. Equipment for dipin plant pits: Use backhoe or hand work to dig tree pits. Scarify sides of the tree pit after excavation. Do not use an auger or tree spade. 1. Ground cover plants shall have been grown in flats/container and shall remain in the iv) Overall Operation B. Transport plant materials In enclosed or torped vehicles to minimize damage from wind. Remove excavated soil from project site and/or dispose of as directed by Owner's flats/containers until time for transplanting. At time of transplanting,the container soil V1ie1 t till. Representative. shall contain sufficient moisture so that the soil does not fall apart when lifting plants from v) A$ bUllt G. All plants shall be true to name and one of each lot shall be tagged with the name and the flat/container.Each plant shall be planted with It's proportionate amount of the conta►ner size of the plants In accordance with the standards of practice recommended by the American soil In a manner that will insure a minimum of dlstubarce to the root system. b. Tree staking Association of Nuserymen. If tags are missing,written and notarized certification is required by B. Drainage Test of Plant Pits/Obstruction 2. Ground cover plants shall not be allowed to dry out before or while being planted. o• Overall �'�'�'�' the nursery where the specified material was purchased from. Wilted plants will not be accepted. Y 1. Pre-wetttny of tree plant pits: Fill tree plant pits to the top with water within 12 hours 6C /l/t w m D. Shipments of plants will be carefully Inspected by the Owner's authorized representative of planting. (slant pits can be planted as soon as water is completely drained. If water Is 3. Ground covers shall be planted sufficiently deep to cover all roots and spaced as 21 ALJG 07 not 410%gone within 24 hours,do not plant and bring9 to the Immediate attention of the specified In ground cover list on landscape plan. ��tC$## �E�: � ' � P.- at the site at the time of off-loading trucks to verify compliance with the above shipping Owner's authorized representative. Landscape Gonitratctar may be required to tither dig a substitute 4. Install in neat even) spaced rows in triangular layout,or as shown in the Draw o"'c• NO• requirements. plant pit or to mitigate the existing plant pit with a drainage sump. Substitute plant pits y p gr a'yO1' "'� Should any of the above inspections fail after 2 attemps there will be a fee ,� ! E. Substitutions of plant materials will not by permitted unless authorized in writing by and drainage sumps are not part of the basic services and compensation will be awarded to Larmdsccpr Architect. If proof Is submitted that plant specified is not obtainable,a the Landscape Contractor' 4.06 WATERING: Plantings shall be watered Immediately after planting. After first watering, assessed for any re-inspections. R"°"""`"a`°` I III I V � C) proposal will be considered far use of the nearest equivalent size or variety with 2. Documentation: Submit written documentation of test It drainage results,with water shall be applied to plants a5 condition may require to keep the plants h a healthy p 'Ne O corresponding adjustment of Contract Price. locations date and signature of tester. p and vigorous growing Gornclltlan until completion of the contract. Any a:hQ►1ge t0 Qn Approval landscape plan, must be re-submitted t0 the �eions: DATE �. o /� ,�c ,_. gr 4.0'1 PRUNING: Pruning is to be done with the approval and under supervision of the Owner's City VT Plam for approval, prior to implementation. 'va � F. Special care shall be taken to Inure that plants in containers are adequately watered. 3. Obstructions: if rock,caliche,underground construction work,tree roots or other Water for soil preparation,planting and Irrigation will be furnished by owner. obstructions are encountered in the excavation of plant pits,acceptable alternate locations Representative. Remove dead wood,suckers,or broken branches. Use only clean,sharp tools. G. Plants In containers clfled for shade location are to be otected from sun prior to may be used as directed by the Owner's Representative. Excavation of callche is not part of E pr the Contract price,and if authorized by the Owner's Representative,Landscape Contractor will be 4.08 PROTECTION OF PROJECT u planting. compensated for excavation pursuant to the contract provisions for changes in the contract price. E A. Do not store materials or equipment,permit burning,or operate or park equipment under U 3.02 INSPECTIONS AND 506MITTAL5 4.03 PLANTING OPERATIONS- TREES,SHRUBS AND VINES the branches of existing plants to remain. R A. The Owner's Representative reserves the right to Inspect plant materials at the nursery or A. Handling and Removal from Plant Container B. Provide barricades,fences or other barriers as necessary at the drip line to protect existing _ growing ground prior to loading and transporting.Tree taming may occur at this time along with 9 plants to remain from damage during constrvction. shrub and groundcover verification(If requestoW.Arrange with Owner's representative ten (10) ei Harking dda�ys5 In advance for the inspection.Such approval shall not Impair line right of Inspection I. Moisture Level: Thoroughly moisten rootballs prior to planting to ensue soli C. Protect pavement and other hard surfaces from stain equipmentor chemicals during >tz and rejection during progress of the work. cohesiveness;do not plait dry rootballs or plant into dry pits. '� storage and application. r In Inspection of plant materials Go ,State and Federal authorities 2. Careful) remove plant from the container. Support rootball during D. The Landscape Contractor shall carefully and continuously protect and maintain all areas included In gj B. File Certificates nsp p by linty installation`�o prevent cracking. CITY OF PALM DESERT CITY OF PALM DESERT with Owner's Representative. All plants are to have a certificate of origin. the contract,Including lawn areas,plant materials,etc.until final acceptance of the work (thin 3o s after Notice to Proceed a complete list of materials to be furnished 3• Pry off bottom boards of boxed trees rather than hammering boards off. Boxed by Owner's Authorized Representative. DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL G. Submit w da comp plants may not be planted with the bottom or sides of the box In place,unless E. The maintenance foreman on the job shall be a competent English a Isar, cc and confirmed sources or some. Owner reserves the right to approve or reject suppliers authorized In writing by the owner's Representative. king and subcontractors. experienced In landscape maintenance and capable olscussing mattes on t31e site. APP 0 D Y: APPROVED BY: a� -a3 D. Top dressing: Submit within 30 days after Notice to Proceed a one cubic foot sample of B. Planting F. Workman shall present a neat appearance at all tines and shall conduct dl work specified top dressing to the Owner's Representative. operations and dealings with the public In a courteous manner. Workman shall by fully Il I. For trees,backfill plant pit to allow crown of rootball to settle to a position clothed at all times. E. The Contractor Is responsible far climltlzing plant material that Is not grown within the Coachella as indicated in details. Prepare a raised basin as wide as the rootball at each MARK ENWOOD, P.E. A H. RD ER IDA tree for watering Tor to shrub and ground cover planting. Refer to detail. 6. Inspection DIRECTOR OF PUBLIC WORKS LAPE M AGER [date RAJ Valley. If plant material purchased outside the Coachella Valley Is adversely affected by weather g prior gr p 9 condition,it then becomes the responsibility of the Contractor for replacement whether planted 2. All shrubs and vines shall be set so that when settled the rootballs are I"t A Etna! Inspection and/or preliminary walk shall be called at the end of planting operation R.C.E. 57989, EXP. 6 30 2008 above finished grade. Provide basin,refer to detail. period for the purpose of determining compliance with plan and specification Went,workmanship (�164(,1 and clean-up. Owner's Authorized Representatives shall receive written verMootion of inspection 3. When plant pits have been backfilled approximate)y 2/3 full,water thoroughly dates,any correction required to work and Wilts of Inspected area before acceptance of These plans have been reviewed* by the Coachella Valley Water District in and saturate rootiball,before kistallkig remaktder of the Wckfitl mix on top of ptt, carective work.Mhen all concerted parties are in agreeffart that liar;,ork&carplete, accordance with Water Code True 7. Division 7, Chapter 3, Artic)e I0.8, Sectiar� 03�12/07. eliminating air pockets. then the 60 day period maintenance shall begin. 65597 et seq. requiring efficient landscape and irrigation design in cooperation 4. Remove rwrsery type plant labels from plants. with the local governing agency (City or County). N.T.S. *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. s L DATE L�io�?01 WATER MANAGEMENT SUPERVISORI I - L4 . 1 V/ ;;� - i o ENT SEW,ES SUPERnnsOR -- L-1 9289A6 of 7 G:1ProjedslCVWD STORM DRAIN at Entrada Del Paseo1CD10640-L4.1 Planting Details.dwg,L4.1,8/1612007 4:07:49 PM,ogandy,Adobe PDF,1:1 � 450 - .. ...I...... _... .... _. _._ INTERNATIONAL SOCIETY I1. I N�"ERNA�fi I ONAL SOCIETY I FAY `` OF ARBORICULTURE OF ARBORICULTURE `� TREE PER PLANTING PLAN R P L A el- �:".-..I..�.�1--..-,"I"I, w :. < :. :: :. h '4; VAI U 70390 Ij�IiIIII:I�i I - I I"--".-,."%,,.,I.�1,."'.:.X',:_:."1-".1'.-.�..1...1:,N.-.II1".�I.,.:.'.1...1i1_."."-,...::.��':.,..'::..:.:;,..:......I.".:.:"`..,...,,....1,�...:.'%,.,`.I.,X..,'.::.,:,.....�.-.....`.,..,.,..:I.'"",-X`1.:...o....:,..-:'......"-..,`...I...:.%'..-..,,L...-..1 .........,..'`'I"..I,`,1"'�...,"""....,'-.l,.......".,.�,,... .1.i,:.1.."...�.....1...'..,....I�....�1...I,?,...-".-.'.........'.: �....1-.,':.,.-:...,........l.�,-..,..*..-:---�.-�11--......--..-..--.-,:--,--,---..-.-...-.-........-�-....--------..�.-I�:.-,I-...-.---I ,::-:�-I -. ----:I--I::-I.-...1.--:�.--�.�l---.����-�-...-�..-..,-...�l: -..:.....' ..'..-.. .. 1;i.,;-:...,,..:,0�-//..*..,-A1�-.�.�I��'1'-_- .�x_.,.."._�\_,',.."..��,:�,� r.',,,-,I:.'-..-,..*,.;�., /-."—",-:..,I1.I:., *-.I.' ,�.:..,Z�-,.\.'-..*:.-,N.....I.;.�...'.,....,..-_,*.,:;�.,.,"..*.-,.....:,.'.:.-,�,.�..:...,..�l l-,.�*-...-...',,.*�*....:.,�",*,...,:;.,*.,-.,.:...,::..%...-;;!.10-..*,,,.'.xvx...*.,.":.,.,..��-,-,:�...-,',..�..;.,.......,..,.......... .. ]".I-�."".'.1.�..I-..�,�.I.*16�4�%,�.*"I1`.I�.-""".....1..11".."". �I I Hwy 1 i 1 Suite A Rancho Mirage -nm Q CA 92270 --f email: info @rlpa.net TREE TIES BETWEEN STAKE AND "� 760.3242682 TREE; TIE SHALL BE CINCH TIE Z 760.202-7012 fax TREE-TIE (800)g10-2810 wwwr.rpla.net TREE PER PLANTING PLAN 2" DIA. x 10' LONG LODGE POLE �- Consulting STAKES PLACED 12" FROM TRUNK (TYP.) >"' Residential design w Commercial design ROOTBALL: SET TOP OF ROOT CROWN AT FINAL GRADE EARTH WATERING BASIN IN Z GROUNDCOVER AREAS Q EARTH WATERING BASIN ca. lic. 4275 SIZE TO MATCH ROOT BALL DIMENSION +6" MAX FOR IRRIGATION ROOTBALL: SET TOP OF \ \ \ \ \, FINISH GRADE ROOF GROWN GRADE AT \�,\\j\\j\\j\\j i \/\/\/\/� // // // / // // // //�/ FINISH GRADE FEATHER-FINISH DG FINAL GRADE \�j\\//\\/\\ //\\/\// \?\\ \\ \\ \\� I` \\ \\ \\ \\ \\, SUB GRADE ROOT13ALL TO SIT ON �\/\\/\\/ \\/\\/` \p,NDSCgpF \i\\j\\j\\j� \ \ \ HACKFILL TO BE NATIVE SITE SOIL ONLY UNDISTURBED NATIVE SOIL \//�////�// \�//�/,�/� \�j,�/��//\.� �� �o 1i� i..*....1'.:�.,-.....'.....'1'...�..',.11._,. //\\//\\//\\\ \\\. \/\\ \\/\ \\/\\/\\/\\ /\\/\\/� c, //\//\// /\ j// /\\//\/\\//\\//\\//\\ \\//\\//\\// X../.../:'�;";�,.. L.11',.',' \\/\\/\\�\`'\ ._e�-_.//../.'.N�'.,''"I_,/�.."/�....,/".......�..,��,',7,,,'..,x' \ ROOTHALL TO SIT UNDISTURBED NATIVE SOIL NATIVE SOIL /\/\/\/\/\/\/ / \/ ..1.1..' // / // // // // //I..// // // // � \ � 12-3107 \,\\j j\\j\\j\\j\\\/\\j\\j \\/. NATIVE SOIL \/�/�/ ° loda ° I.. . ,,--..-- 4--�...../"'/...,../..././...../..../:....\.../...../...,./,../.�.\.. ..�.�.,.,..I;..*\k�lI.,�-,"�I" .N ., ... �_. ,. �I, ..I.._, �'-. . -;......r...,.. '..*--','-,'-*,-,'-�--'1-,.,*,111'.-..1-,"1,./..,1"....1:...�..1�' \ \\ \\ \\ \\ \\ \\ t)1 Dale c \ /\//jam/\\\j/\//\//\// // \�i/\i/�/` NOTES: �q�F `�o��� 3x ROOTBALL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. OF CA1- ........._..._.......'....�...,.'......."�,...� --.-,.L.._'.'...X-I`.."-_.1-..-..'::-1..X.1.-"......:`.1,-,`.%%:::;:.�'."XX.,.`."-.:.1. 2. PROVIDE EXPANDABLE TRUNK GUARD IN TURF AREAS. ANTIN DETAIL TR STAKING DETAIL = . TREE PL G h" �I :. • :. SC�►LE: NOT TO SCALE . SCALE: NOT TO SCALE :.:::...:.....^......::.:::.::.............:..w...:...:. ...."",*...*".".,-,,.'..,L�,.',--.-.,.".:�.'.3.. ." .... ..............n....:..:..................................n..,.................a........................................................................................:........................... ......... ....u.............:................. ..-....:..:'..:..,.''1'..,1.I.11,-'�...1.x.."..:....� ''.-1 1.i.'.1'�.*...",..II 1..�1.:'I..-..1......,.' -1-1. :: :..:..:.v::::n:.,vn�.::::..,,::::.:n_:::::::::.�:.::n..::::::::::v.:: U:h':rc:::.:^:::.�:..:•:�:T•.• .........,x;.. ............w.................................. v:v::.:.............. ..................:.............r. .. ..:.:::::.ti•:::•.: ........... .:..�.•::.v...:n..:...:n.,nv:::::.w::v::•::::::•;:...........:::::. ...'MT'•T•n w:::w•:x:::::::::::.:::::.................::::... k.I f:;', l; W INTERNATIONAL SOCIETY t" OF ARBORICULTURE o • w • • J • J '< 70P ROOT CROWN SHALL • MIN. 2" COMPACTED > HE AT FINAL GRAD DECOMPOSED GRANITE X ._ • FINISH GRADE p II _ }- SUH GRADE Z >: <. L, V NOTE: FOR DETAILED REQUIREMENTS \/\\ \\ \\/.. ' ROOT HALL C� RELATED TO THE PLANTING OF THE \/\/\/ TREE IN THE IMPROVED SOIL, SEE \\j/\\j/\\j/ . \j/\\j/\\ J w UaL - "TREE PLANTING DETAIL." %\//%//%// �/" �% x O O CklQ62I.- DESERT PLANTS SHALL BE \/\/\/\ \/\/ /\\/\\/\\/ .' \/\\/ W (n C/') BACKFILLED WITH NATIVE SOIL. \\/�\\/�\\/�\\/ \` .�X\1 � �` \\/�\\/ z Q 1.JJ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ UNDISTURBED NATIVE SOIL W W \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// _J \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ (� .._J o p / / / / / / / / / / / / / / / / / / / W / / / \ \\\\�\\�/\\\//\\�\\�\\ \ \ \\\\/�\\/��j\\//\\I z . . .... �..!__ \/i\/i\ TAMP 501L AROUND ROOT BALL BASE . 1:1 SLOPE ON SIDES OF PLANTING HOLE. / O T `� j FIRMLY WITH FOOT PRESSURE 50 THAT Z 1- ,, ROOT HALL DOES NOT SHIFT. 3 TIMES THE EC '— ROOT BALL DIAMETER UNIXCAVATED OR COMPACTED MOUND '.L,I." UNDER THE ROOT BALL TO PREVENT J °,'� .-,.r.'1I.`.iI'.;....:1`-..:..":".`I'..-I,"..-_I1"..:""...�,.,"1".-`.-::w.'...*..":`-:....":.."..�.,,'.'..�-.:.,.,."....�i,..'.-.-.:.,....*'"".,..,1.�..'.`..'.""`I'..,...''..11".,i...'.--'N1*.:.....�,,1.,.i" .�,...-..,---.:.-`.:......:.-..,-.I""':,-.�l.�,�-1`':`.,l �.�,II,,x..�-`,.,"..`"�.....I.""1'`....*`.�"`I....I__"-II�.."1�--,1..-'.-...."..1�5-.1-,..-I ',.-.....,.."�1.-'.,,...,.�..'.X..:...": .:�`1,'.".-.... .....*. -.....`.*`*::"" ',..- ::�:-__..:....;,�-�;.:..;..I.:...::::;::!"'........::::.,.,......'�.�,.:.-.--,_..-.-�..-.l:.-��-,..-,-.,..-�-�..;:..�,;��,-,,..,..-:,.':.,.-..'xx.,.;-,.,:-,.*..:;!;."-..'.�r....-:;��,.-..,�--.-,,-.-,�;...:......,-,.--:-..'........::,......:,.,....;..,:..,."I��:.....;......;:� 1-.;..-X1-.1:-:.--:.;-.'.-.-...:.,�..-.�.:....:��.-...."..--,-.-:".,..,.,..;.l;.;-:::;..�:- : -:,.....,.-.,.,:.,.,.-�.;::..:.:�.�-�..,.,:�.�...,....::-.11...:�..;...-�'.�.�..,:;f.,..;.".,.,..::.,...",.....,�..'�...,..::,�.;*..-,:�K..,..".-`.-.-I"'-I'-'.I..,4"`.";.-.,x..:::.:".11.;-,.,...-.-I-,.'..�-�.."".%.".......I.1',::I., ..".-.-::`"" ,...,...*1"...`�.''...:.:.,.1,,-.,..1�,1I...:.1.'...':.I...,..,1.",,.:..,......'-- 11 ,.,.,::,..;z:�....I.,.I:�..;�...z:.-.;::,..f.:....��.....;". ...:�..-LL..� ... �,-..."*,.%,..".N.-.,"�".1-'.,,.1. -.X..&;,-_ SETTLEMENT. I�TE: = 0- CL L�- c = V LANDSCAPE CONTRACTORS SHALL PROTECT EXPOSED ROOT BALL ABOVE FINISH GRADE AT ALL TIMES specifications I. , f t ;; _ .. y sheet o0 S0I I>�IPROV�I��NT DETAIL SHRUB PLANTING DETAIL I L SCALE: NOT TO SCALE SCALE: NOT TO SCALE 4 :.:::..:... . ..............::..:.::::::.:.::............ ............................................ .�:.-,.,,,.-;.2..-I .-,,:.,,'-..-,-..�..-,--.-�-.:�-..*.r.�.. ;;..L.:;.,*,.;,.,..,.,....,.;......C...:.-..:I ...'>,f(j.k.�:.-.� : .. .. ..-.0. •' __ .... N .•, _..._ -._ Cf C) O ti (li_ ~ ~ Q 11lING >: C >_ V W.b. t)o APM EXPANSION SHIELD BY 'RED HEAD' OR EQ. 1/4" DIA. HOLT + p ��" 1 47 Q Q �"� Checked: PmEdt -- Q r- s� DWG, No. N � Lt 36451 O #9 GALVANIZED WIRE WALL SURFACE VINE TIED TO TRELLIS W/ RUHHER TIES v Q Reaommanded: O > ti. �- ::: m a1Hu 11"Wene: Dr�if IPPR. C >. ::: 0 Z $ 0 ; 3 .( - El ..-.1-....,1,-..:.'' ® ...., © 3 C T�_c R � L II "., ac4 0 = VCI,.' > O ....--.'..' I . . -..1...::"......�'...`I".`-1.1.I.`-.1,.'..'`..",..:...:..1-.".-..,II""%..`*....-.I* `..1....."....1*, i"...... .I--. a80 1P'N']kqSO.-_'wa�-?^,"N I-NO R�"P0-.Tft'..0-N'"INr-"- .9q41 2 A L- %. ."0% _- .&"I_-A,-.A-e�2 Ad 2"'__up -2�_ o —l-�y1. II 11 0. i*zIb ".�",._�,,1"%."-'.I."..,":.-I1''-.1--r.-...�.'"%",I :- .,".'. 0I I. %- I_ F, = � & < = I .1I..-.1--�1.:::*:.:`.",.:""..":...":..,:.....i".1..,,..""_.%..n....'I."*'11�...1":1..`".:....'.",%'.-..:I.''%`.*.:.-.....'.1-..1...'.'*.1..,'1.'..i.... II I . ".:'...:N"..1N.'.I"1.." '.."..-.�'"..1",.,.�...,'..,.,.1."``"I,�`". -?.-�..::'....-"'..""...,...:1.''*1 yam• �0 4om' o � d a:'. 'tao•�em. • o ooT��a . _j V Q � W �AM7<O ��! �� P N O .L .i cL O T- 4� �O�', S.a�� �!}e0 oQ ao��� 4 U a V1 o•e :K • o Q a 't — Q CITY OF PALM DESERT CITY OF PALM DESERT .$ DEPARTMENT OF PUBLIC WORKS LANDSCAPE APPROVAL %-. I I I .o •: •���� as•"`�'.`b':• APPRO APPROVED BY: eo•_ o . ,e . ► o•o o00 I 1 I�.II . I .11","`._1I'"i""`".."-"-.-I1,"-.""1.:..."1.'I-".,"I--"--.I-.""I."� 1.,..-.1,.',.1........-.....::'..1.,... ..�.,.,,,,..'*..,:.,...::- ....-....,.., • o o�,oA.;$ 0• � ay •moo ':. E1 ...,:-.*�'-.,."::::::'-. ...:,.,.,.....�.,,.-'�-�'..-.'-,.-.,%;.:....4 ........1.....1."0...'..".�".,'.,..:..'..:....7.."1..,0..,.., ..,I.:"".*":!*, :o 1�.,,,.,�..'*�.,I..*;:�.* 1t+ej, M_I ARK GRE WOOD, P.E. A H. SP ERftV 0� GH �. T A .-..,',4",��,—,�:.."�"',_ �.-,�.-:"�..,..,.,'�..*,.'-.�-.':,�.:.-,.'..-.:.,,...T*..,,.*..",."I,.,-..*"":"*."..,.-�.-.-.-.-�-:1...,.,.,.:,I,.-,-,-,,.-,-,". ...'..11.. :. .' DIRECTOR PUBLIC WORKS LA DS PE MA GER drawn 0AAJ TL1l IBP I. �o'%a p o -�; � 'x, 8's�;a= '�. �°'e�., >g� . ='?"d�^<�°�*`tee*P- R.C.E. 57989. EXP. 6/30/2008 nl 111� iii ii iII 1111111111 111 11111 9l1111II1I1I2111l 9� —t i —nn t-n lil-�I it—ul I Ui I —I11111=1 1111= I=1 1h1 ll �1=llllll=�11111=1UIIhIIll�llll!I 11111i l�lil nni:EEI �11111�11i1 pr0,. no. 0640 4'-0' 4'-0' These plans have been reviewed* by the Coachella Valley Water District In date 03/12r'0-7 accordance with Water Cade Tr#1e 7, Division ?. Chapter , Article 20.8, Section NOTE: 65597 et seq. requiring efficient landscape and irrigation design in cooperation WIRE TO HE PULLED TIGHT HEFORE FIXING IN PLACE with the local governing agency (City or County). scale AS NOTED 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. �, 001 �1! ---- DATE L4 .2WATM MANAGEMENT SUPERVISOR VINE PLANTING DETAIL SCALE: NOT TO SCALE sERVICEs suPERWSOR —'� 7 of .1.-1,"'....'...1.'1.;:'..1.' I I� .. '._....!..........� -.".:...."...-..... ,:...'.... :..............."....-...........,..�.....w.a. ..',..,**.,. ,,,.,,,. .".:".."..,,..�.... ""-..1 ....!... "����...."...8...........111.... ����� %,.".,.'..".:.... ::.....:.:..:::. :.. .:..:.,:::,:::..:..:.::.,.:-111...,.-�--1.�_.. ...,.-....,... . I 1-1".`I1.'...".1."I�.-I,1"._1.""`,.'I..1--.'.1_...."I.""`I..`".-I.."-.*..I."*I1-1111."-"I._-:,,""-I-`1`".."...I:-`-:....-I-,.-..<,.I1I.,.1...1.�..'.-.*.1.11.....,�1.1�".*.1 :::'.::::.::.:. ':.:., .. . ... : .. ..... .... . ... . _..*,,,,,. ..;........"..�...,,�-,..,"�-�� .. :.::::::::.....:..:.:::::::...........::.. ::::::::::.:::::::.::,::::•::.::.:.::::;::: ,.*...11..�:..:.".'1....,.-*.. ,:",-.:.::.::.:::::::.:,:::.:.::..:':..,:::::.::.::.:::: ':::.. _ ::..:.:.::::::::.:::::::: ..,..."._. "-...,,�.: _::.:.::.::::::.:..:...:..:.,:::..::..:::::::.::::.,.:.....:::::::::.::::::.::..::::. :::.:::::.......::::.:.:::::::.:.:::.:::::",......:.:...:..:...... .::'::. ::::...:..,-L..::.........::.,"..:..........:.: :.:..::.:............:................. ... .. :....:. G:1Projects=WD STORM DRAIN at Entrada Del Paseo=0640-L4.1 Planting Details.dwg,L4.2,8/1612007 4:09:58 PM,cgandy,Adobe PDF,1:1