The URL can be used to link to this page

Home My WebLink AboutThe Shops on El Paseo_1 I 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel ' 214.871.1507 fax www.mesadesigngroup.com F— F— F— F- F— F- F- F- M Z Z M m m m O O Cn (n cn W W o o ,o CD o 0 0 11 11 A x s x was X = INCLUDED IN SET a) 0 r' N N � � M N M s. R ,zs r w & n.� �✓x sY " " = NOT INCLUDED INSET o 0 0 CC 0 0 ��`� �`�� =��.. .:� ��r '�. , .�.� . L0.01 - SHEET INDEX X X X X L3.01 - HARDSCAPE PLAN X X X X L3.02 - HARDSCAPE PLAN X X X X X X X L3.03 - HARDSCAPE DETAILS X X X X X i L4.01 - LANDSCAPE PLAN X X X X X X L4.02 - LANDSCAPE PLAN X X X X X X X L4.03 - LANDSCAPE DETAILS X X E aci- H r . .� ri I [E PASE0 L5.01 - IRRIGATION PLAN X X X X X _ - I ; L5.02 - IRRIGATION PLAN X X X X X eo L5.03 - IRRIGATION LEGEND X X X X X7'3-08 � n L5.04 - IRRIGATION DETAILS X X X X X _ L5.05 - IRRIGATION CALCULATIONS X X X X X L5.06 - IRRIGATION SPECIFICATIONS X X X X X � 3S�'r � Sl 'a Veu 1> O�gD�fi &mwra way. }'*s 4a i yuo tir 1—tla4otlr Nvo "ItMK-.i'antlx: s F, Y taYGehrtrr F K� ` San Ge+=ru Way n v r q a "'F.. c: .�FJ Paseu , g �umDiewend ui _ �' 6n vrral 9t " £ .1n+:!%xe T(Pf$4 N �rN '�Cych4J St � �. 5 hnq+ot 51 e CMe±srx L'n 4... P.Y—St x �;' p a Yariwoutl57 � t FlaLsnneex r.n r .rPau>f iO 'i.ff Pwk V,X;GB Crt Q� [177 r 7",.. - *�rf�•� 7�xa. 0 w�.. ,+r' Date -Description 09/19/07 Cif Submittal 02/28/08 City Submittal 03/28/08 City Submittal 04/15/08 City Submittal �? s. a ¢ 8 p�N xi wa Date Description St mended Lands i e Retro,Flt f�l n Reviewed BY: ��Q GW.M�"'SAD Lan D _.. 0= — -� --� %IDE CO OF C This drawing and the design shown is a property of MESA Design Associates, known also as MESA.The reproduction,copying,or use of this drawing without the Q written consent of MESA Is prohibited and any Infringement will be subject to legal action.©Copyright 2006 MESA BY: DATE: M��s`' Or il"' !" F";�: a RAL COS ar.�.� X FY, E"" [,'00W Issue Date: 28 MARCH 2O08 Project No: 26030 Reviewed By: WM Drawn By: SH L 0 ■ 0 1 i t i 3 1807 Ross Ave, Suite 333 ----------------------/---- / --- - - - ----- --------- --- — -------------- tel ----------- -� ------ SIGN � -- ------ Dallas,Texs75201 214.871.11500 214.871.0567 fax / / / , ❑ www.mesadesigngroup.com /i M H' o v/' 252. 9 o O o / EL PASEOo o O „ O V 12'-O" Ib'-O" 12'-O" 13'-O" 12'-O" 13'-O" 12'-O" 12'-O" 12'- " "' / U D 12 O 12 O 12 -0 12 -D 12 O 12 -0 17-0 / — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - L L11 O I t / ( - - / I / I ON o - Np ACCESS ' I' X 6" LEXINOTON STONE BOt?DER / ........ SET ON MORTAR BED ON / (� 1 / / PASE"" CONCRETE SUBSLAB i U�J ;' NOTE- COORDINATE ON BITE THE / / 2' x I' SINOLA STONE 2" THICK i" x'I.XACT PALM LOCATIONS WITH OPENINGS / :.. E L SET IN SAND IN PAVIN�FQR PALM PLANTING BEDS- 1 El Paseo and -.. t MIN. 18' ;AWAI' OM TRUNK BABE ONI� / OP SINOLA STONE BAND SET N ;. LL SIDES. BRING Q NING TO. / 7 �, " E ase �OQ NEAREST FULL MOro PAVER / r` 1 fOkTAR BED ON CONCRETE' 5UB5LAB V400D AND METAL BrzNC-H Palm Desert, C LANDSCAPEFO�RM 5 PLAINWELLTo I - .ET IN MORTAR BED ON 36" POTCHANGE OF 2'XI' ORI NTATION CONCRETE SUBSLAB / Cd BENCHMARK S,TCbNE I NF..I.NTTY EDGE FOUNTA I N MH ' 26 / _a . 6 No bj r , - i r r f " I{ , `Aq 2 is A__ s Oi`d{rr49 { y Mo 4 i; i t`ir10 AC_ , o l i � BAN r z Date Description LAWN CI / 09/19/07 Bulletin #3 i�' OP / M H 09/24/07 CitySubmittal 02/28/08 City Submittal / r p --' /' / 03/07/08 Bulletin #10 ti A ASE 03/28/08 City Submittal r ,,� / 04/15/08 City Submittal , , r r r, n o \ , r w O low Date Description S / / J / , D rA 4' X 4' SAINCUT BROOM F I N I5H COLORED CONCRETE SCOFIELD AUTUMN BEIGE #028b / l O c� ► / EXEC. EJ MH NO M H M ' 256. t O � M H 258. PA W� 0111110 This drawing and the desl n shown � �MESA Associates 9 Design \ 0 _ — O / known also as MESA.The reproduction,co/ �\ o O pying,«use of n,ia drawkp without the written consent of MESA Is prohibited and any InIlringernerk w�be to legal ^^ n \ EJV action.®Copyright 2006 MESA � s These plans have been reviewed by the Coachella Valley Water District in CA p T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section I I'A R E)S" 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CVWD staff'does not constitute approval to encroach into district and USBR Rights-of-Way. PLAN O S T R 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an NOTE: encroachment permit from CVWD. Issue Date: 28 MARCH 2O08 TREE, PLANTS, WALLS, SIDEWALK5 AND Project No: 26030 PERMANENT STRUCTURES OF ANY KIND SHALL NOT DATE WATER MANAGEMENT SUPERVISOR BE PLANTED, INSTALLED OR BUILT IN G.V.W.D. AND Reviewed By: wM USRB EASEMENTS OR RIGHT-OF-WAYS WITHOUT Drawn By: BH FIRST OBTAINING AN ENCROACHMENT PERMITFORM CVWD PLAN DEVELOPMENT SERVICE S�ERV90R G.V.W.D. NOTE: NO CONFLIGTINO UTILITIES WITHIN PROJECT AREA e SITE LANDSCAPE PLAN-SOUTH 0 5 10 20 40 L3mOl North ALE: 1 "=10'-0" SCALE: 1"= 1 of-o° 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax www.mesadesigngroup.com LL 0 4 X 4 SAWGUT rA — BROOM FINISH COLORED CONCRETE 3 O3 EXISTING TO REMAIN. O SCOFIELD AUTUMN BEIGE #0288 THE SHOPS ON WALL D Vd EL PA SEO N 73-082 El I73-061 El Paseo and Paseo Palm Desert, CA EJ LI IT OF , rn O , RK F to ly e . SS TRI EJ EJ EJ EJ EJ NOTE- EXISTING PLANTER. Fri arrr EJ � EJ EJ J. � * C � w. . . 91, . �,, aft41s, C rggeN4gBt i c'i ,M.wper S,' ir p'+py � FIM�M1tlfAi,.p C 4L C AS 4 Date Description - EXISTING PLANTER. 08/08/07 City Submittal COORDINATE ON SITE THE EXISTING = ACT PLANTER LOCATION 09/04/07 Revisions —1 09/11/07 Revisions RESTAURANT > 0 5 09/19/07 Bulletin #4 09/24/07 City Submittal 02/28/08 City Submittal A 03/07/08 Bulletin #10 03/28/08 City Submittal 04/15/08 City Submittal 2' x SINOLA STONE, 2" THICK SET IN SAND TE- WORK POINT FOR 5T0 --- �[ ' I'X2' P ER5- ALIGN WITH I' X 6" LEXINGTON STONE BORDER G RNER OF WINDOW SET ON MORTAR O a NOTE- I XI5TING PLANTER. Date Description AND 5INOLA STONE BAND COORDINATE ON SITE THE 5ET IN MORTAR EXACT P AN ER O ATION LEXINSTON STONE SET N MORTAR I '-0" \ - - 00 - _ . . '1 " 0'-O -O.. 40-0 1 26'-0"O Y ® U s � H W o � 20 :3 3: EL PASEO This drawing and tit♦desl•,OF C . a MESA Design Associates, known also as MESA.The reproductlon,copying,or use of this drawing without the written consent of MESA le prol,bNed and eny InlrlrtgsnterM wr be*Load to legal action.®Copyright 2006 MESA sT III le These plans have been reviewed by the Coachella Valley Water District in A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section HARDSCAPE R 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CV WD staff does not constitute approval to encroach into district and USBR Rights-of-Way. OF Ja- L Am N O 3 T R 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an NOTE: encroachment permit fromCVWD. Issue Date: 28 MARCH 2O08 TREE, PLANTS, WALL5, 5IDEWALK5 AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT DATE WATER MANAGEMENT SUPERVISOR Project No: 26030 BE PLANTED, INSTALLED OR BUILT IN C.V.W.D. AND Reviewed B WM U5R5 EASEMENTS OR RIGHT-OF-WAY5 WITHOUT y' FIRST OBTAINING AN ENCROACHMENT PERMITFORM CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR Drawn By: SH NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA e SITE HARDSCAPE PLAN-NORTH 0 5 10 20 40 L3s02 A „_ , „ SCALE: 1 =10 -0 SCALE: 1"= 10'-0" i 1807 Ross Ave, Suite 333 Dallas,Texs 75201 2" THICK SINALOA STONE - 214.871.0568tell PATTERN TO MATCH LAYOUT SHEET STEEL EDGING- UTILIZE ALONG 3-O 2-4 3-O EDGE5 ABUTTING LANDSCAPE; www. wade fax 1 1I INSTALL PER MANUFACTURERS www.mesadesigngroup.com - I" MAX SAND BED ------ SPEGiFIGAT10N5 O O O O O O O O 1/2" ROD WELDED TO E5PALLIER 5/4" THICK STONE STONE PAVERS - SEE ATTACHED TO METAL SHEET PATTERN TO MATCH LAYOUT SHEET PLAN SEE DETAIL I/L5.05 I" TYPE 5 MORTAR BED ,y I" MAX SAND BED 4" COMPACTED AGGREGATE O O O O O 1/2" METAL TUBING O O O d •• I: N e . [ O O O O O • �t .-�;!I 1�--''�.�.��I I I I ,� I �..:. :.:�.��.�� I � �� U �t MIN. 4", 5000 P51 REINFORCED - I - BARS 24'EO S EAGD WAY NITH #3 O COMPACTED 5UBGRADE TO a10% 4 COMPACTED AGGREGATE STANDARD PROCTOR DENSITY O O O COMPACTED 5UBGRADE TO 510% O O O O O STANDARD PROCTOR DEN517Y O O O 0 0 0 0 o Stone at Curb Stone Edge Restraint D o 0 0 1 Scale: 3/4" = 1'-o" L3.03 Scale: 1 1/2" = 1 r-o" L3.03 � o 0 0 0 0 E F EXPANSION JOINT STONE PAVERS - SEE PLAN 5/4" THICK LEXINGTON STONE - THE SHOPS ON j A I" MAX SAND BED PATTERN TO MATCH LAYOUT SHEET 4"f AGGREGATE 5UB-BA5E 2" THICK SINAOLA STONE - AL PATTERN TO MATCH LAYOUT SHEET PASEO EL, COMPACTED 5U55RADE TO c10% STANDARD PROCTOR DEN51 TY 73-061 El Paseo and CONCRETE SLAB 3 m El Paseo Palm Desert, CA I" TYPE 5 MORTAR BEDLM CONCRETE 5UBGRADE WORG#5D - n BARS 24" O.G. EACH WAY �Ikx i 5U50RADIE �, w. 4, I , • — � Stone-Sidewalk Edge Sid o e ewa Stone at Building o 0 0 0 0 0 0 0 o E g C 4 . `19"Tf at _ ` d „msst ,,,,� Scale: 3/4" = 1'-01' L3.03 scale: 3/4" = 1'-0" L3.03 , �o,rf a O O O O O O O O �a - o . 3 Ib" 1/4" -5/5" O O O O O O O T-ii O O O O O O O O O a d e ' . 41 °a.� . ` 5EALENT d d all ' ° -1 d d d° NON-EXTRUDED, BITUMINU5- • O O O O r O Oli '11 T a 8 ° ° d d d TYPE, RESILIENT FILLER Date Description ae ° d d m d .d #4 SMOOTH DOWEL a 18 O.G., 08/08/07 City Submittal O O O O O O O O O °' d ad � ° BCOATOND ONE END TO PREVENT 09/04/07 Revisions d Ilk C� 09/24/07 City Submittal 02/28/08 City Submittal H 03/28/08 City Submittal _ 04/15/08 City Submittal • • .. • .. • . . ..�• • _� d • .a•...d '• • •• • •• s • , d SAWCUT JOINT SCORE JOINT EXPANSION JOINT Espallier Elevations H Concrete Paving Control Joints B 1 • •ETJ 0M • • Scale: 1/2" = 1 r-o" L3.03 Scale: 1° = 1'-0" L3.03 Date Description 2" THICK SINALOA STONE - SEE DETAIL D/L5.05 1/4" THICK FUUJIWA TILE - JOYA- 101, COLOR: VERDE SET IN TYPE 5 MORTAR TOOLED CONTROL JOINTS; DURA ART CAST STONE VARIES REFER TO PLAN COPING TO MATCH FOUNTAIN DURA ART CENTER FEATURE CONCRETE SIDEWALK CAST STONE 5P-12 w 5HEATHING, SEE ARCHITECTURAL DETAIL DURA ART 5' DIAMETER BOWL CAST STONE 5FB-1 GFRC- SEE ARCHITECTURAL DETAIL EXP. JOINT #5'5 a Ib" O.G. EACH WAY /2" METAL TUBING E5PALLIER SEE cc DETAIL H/L5.05 1'_3 #4 SMOOTH DOWEL a IS" O.G., GOAT ONE END TO PREVENT 4"X 4" SHEET METAL _ g„ BOND �X� �� l OF elA�.��o SEALANT N COMPACTED 5U50RADE TO This drawing and the design shown Is the property of MESA Design Associates, U Z - known also as MESA.The reproduction,copying,or use of this drawing without the Q O qO% STANDARD PROCTOR --. written consent of MESA Is prohibited and any Infringement vdt be subject to legal __ action.®Copyright 2M MESA Q � z ��„ I/2" METAL TUB WELDED TO � �" ° N DENSITY v (X v z < O I E5PALLIER UPON INSTALLATIONFL tu t LL O } � I OF E5PALLIER = dJ a _ - 5 IU � Q � g. — ° d d. d ° ' ° d d0 d. . Z IS Q w I SELF DRILLING SCREW AT °d o ° ° . d a a J PRE-DRILLED HOLE ° ° c a a 11== I I I I I I, I I - = a a a ° d — $ 1 I- I I i I I ICI I I I i I_ I I I I,I--I I I i�— I ICI I d ° da p , I I TI I I I P �"Mae M= - 1tT� 3 w I I 9 I I_.— -_ (I ;€E�i I --- k�nl aln' . :.0=1 _ - .I€== 1 -1 11-- I I 111 �tl t ,�. I .� ° l - --` -- � ,�:. p _�... �._. n..�. _ j , ; 1 I I I 1 ==�%..... DETAILS'M Issue Date: 28 MARCH 2O08 1" TYPE 5 MORTAR BED Project No: 26030 MIN. 4", 3000 PSI REINFORCED Reviewed By: WM CONCRETE 5UBGRADE WITH #3 BARS 24" O.G. EACH WAY _ ratan By' 'S� 5UBGRADE i L3mO3 Es pallier Attachment Detail p A Fountain Section (,j Typ. Sidewalk Section & Concrete Expansion and Control Joint A Scale: 3" = 1'-0" L3.03 Scale: 3/4" = V-0" L3.03 Scale: 1 1/2" = 1'-0" L3.03 i 1807 Ross Ave, Suite 333 WASHINGTONIA PALM Dallas,Texs 75201 PASSION VINE 25'-0" BTF 214.871.0568 tel 15 GAL. TRAIN TO ESPALIER FORTNIGHT LILY 214.871.1507fax www.mesadesigngroup.com o ROSEMARY HUNTINGTON BLU v 15 GAL. 6 PER PLANTER �� gngroup.com ° EL PASEO _ - V 5 GAL., 12 O.G. AROUND PLA o V V TRAIN TO HEDGE I GAL., 12" O.G. o o 0 o GERANIUM 'PELATATUM' ANNUALS IN POTS ° V I GAL., 1 — - - - - - - - - 1 O.G. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / / / I ; i i J N0 I! ACCeSS li%� _._ ..-- ---— . / " G 1/ // 00- / ----- / / / SEE CIVIL DRAWINGS. - H ESPALLIER B ESPALLIER A ' T 3.03 i PALLIER B H " ES � ... H / / F NTAIN // J I ESPALLIER G' A1M/T ILANDSCAPET MAIH PALLIER A ESPALLIER �-05 , r / / 5 Y :, TrHE SHOPS ON EL PASEE0 1 I a I J, ;r r ' 3-061 El Paseo and ,__ r , a, , r 5 GRANGE JASMINE / 73-082 El P / IS DWARF BOTTLE BRUSH b'., EX"( TING PLANTING- TO BE /' Palm Desert, CA, 5 GAL., 50" O.G. %" DICING PHASE 2 NATAL PLUM S GAO.G. ,EXISTING PALM / L., 4" O 2 ` r / 1lATAL PLUM VERBENA / I GA �8 O.C. GA 24 O. _ 5 L. G / TIPUANA TIPU VERBENA Gft4*.° � `� �,�. 36" BOX, SP AS 5HOWN I SAL., 18 O.C. /' O !/, .. " ,Sml6etyro wnyw .- i / GUPHEA ' 3, / I GAL. ® 1211 O.G. TIPUANA TIPU 36' BOX, 5P A5 SHOWN - V ; - _ p T DWARF BOTTLE ,y BRUSH � 5 GAL. 5O> O.G. �„ c � ., l - NrjNG o t ; ��. *,s= � o � � / t?kdgen4Y9sr ;d � � � ,h�6orsy I'IYIIEP ClnaGrt LAWN " DWARF BOTTLE BRUSH ;'15 GAL. / /T f 0" � 5 GAL., 30" O.G. /� O BLOOD RED TRUMPET �f,I NE 15 SAL., 36" O.G. /l / H ORANGE-J ASMINE A�C 15 6AL.,;'36' t ... / VGABtNA' / I 18" O.C,, 1 OO GUP,1�A I¢r 1 ill �r O I�1 OO I GAL., TZ' O G` TRIANGULAR 5PAGING / Date Description / Revisions NATA %'PLUM'f / / 09/11/07 / /0 Revisions OO 5 SAL., 24" O C. / �� ity Submittal 09/24/07 C � V � _ o % 02/28/08 City Submittal i '7 03/28/08 City Submittal ? 04/15/08 City Submittal 1 %* ° O / ELEC. ° 0 ' M H �R��N� � / / / Date Description MH _ M / U 256 P / SITE LANDSCAPE PLAN-SOUTH / 0 5 10 20 40 ALE: 1 "=10'-0" ►, SCALE: 1"= 10'-0" PLANT LIST r r PLANT PLANT COMMON NAME SIZE flJLL FULL COMMENTS WATER PLANT PLANT COMMON NAME SIZE FULL FULL P QUANTITY SYMBOL BOTANICAL NAME COMMENTS WATER � MIN HE � ME S 80TANIGAL NA MIN HE SPREAD NEEDS , ._:.. _: .... .. _._ :..... ,:.:.. -....:. :. ....-... , '.._ 1. ...... r..v. .. .. I WA5HINOTONIA PALM 25 8 SPACED A5 5HOWN MED 0.5 1qq VERBENA I PLANT 12" ON CENTER `��` �e Washingtonia robusto BTF Verbena tenui5ecto 'Edith' GAL 6 3 0 MED 0.5 �lF OQ� o TIPU TREE 56" �� CA — ANNUAL COLOR I This drawing and the design shown Is the property MESA Design Associates, 5 25 -O 40 -0 SPACED AS SHOWN MED 0.5 q6 , 61' q II PLANT 12" ON CENTER, ANNUAL MED 0.5 known also as MESA.The reproduction,copying,or we of this drawing without the \ \ GAL written consent of MESA Is prohibited and any Infrirtgernant will be subject to legal Tipuana ipu BOX Geranium 5pp. and Vinca 5gg, GA acdon.©Copyright 2006 MESA 5 DODONAEA 15 BLOOD RED TRUMPET VINE 15 10'-O" 10'-D" SPACED A5 SHOWN MED 0.5 12 � �� 11 PLANT A5 SHOWN; TRAIN TO ESPALIER MED 0.5 ' - • Dodonaea V. purpureous GAL. 7 Di5tictu5 buccinataria GAL 6 -O 2 -0 48 FORTNIGHT LILY 5 PASSION VINE 15 5'-Q" 51-O" PLANT 24" ON CENTER MED 0.5 q O 2'-O" PLANT A5 5HOWN; TRAIN TO ESPALIER MED 0.5 LAN Diete5 Vegato GAL Pas5iflora hfortii GAL p .76 DWARF BOTTLE BRUSH 15 Callistemon vinimalis GAL 5 -O 5 -O PLANT 50„ ON CENTER MED 0.5 PLANIssue Date: 28 MARCH 2O08 64 NATAL PLUM 5 2,_Q„ 2,_Q„ PLANT 24" ON CENTER MED 0.5 Project No: 26030 Gar i55a m boxwood GAL These plans have been reviewed by the Coachella Valley Water District in Reviewed By: WM p, T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section �s ORANGE JASMINE 15 65597 et seq.requiring efficient landscape and irrigation design in cooperation with Drawn By: SH " the local governing agency(City or County)."Approval of this drawing by CVWD I� (�'-Q" (�'-Q" PLANT 56 ON CENTER MED 0.5 staff does not constitute approval to encroach into district and USBR Rights-of-Way. Mu r r a y a p a n i e u l a t a GAL o,S T R 1 C Trees,plants,walls,and permanent structure of any kind may not be planted or • installed in CVWD and USBR easements or right-of-way without first obtaining an GUPHEA I NOTE: encroachment permit from CVWD. Li LJ 56 2'-Q" 5'_0�' PLANT 12" ON CENTER MED 0.5 TREE, PLANTS, WALLS, SIDEWALKS AND Guphea llavea GAL PERMANENT STRUCTURES OF ANY KIND SHALL NOT DATE WATER MANAGEMENT SUPERVISOR BE PLANTED, INSTALLED OR BUILT IN C.V.W.D. AND ROSEMARY S U5RB EASEMENTS OR RIGHT-OF-WAYS WITHOUT L4mOl 42 2'_Q" 5'-Q" PLANT 12" ON CENTER- TRAIN TO HEDGE MED 0.5 FIRST OBTAINING AN ENCROACHMENT PERMITFORM CvwDPLAN# DEVELOPMENT SERVICE SUPERVISOR RoSemarinu5 cffIr inolis- huntington blue GAL C.V.W.D. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA i 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax TIPU TREE www.mesadesigngroup.com i ---- - __- LIMIT O�� i 36" BOX WORK i FORTNIGHT LILY WALL � � 5 GAL., 24" 1 DNl bd EXISTING TO REMAIN. )1b b'cl N LIMIT OF .� - WORK FT ESPALLIER H H O 5.05 MEXIGAN HONEYSUCKLE J 15 GAL., 50" O.G. i \ THE SHOPS ON � ESPALLIER H H EL PASEO 5.05 � PA551 ON VINE 15 GAL. i O and .. Palm Desert, CA EXISTING RESTAURANT I . 1 $� ESPALLIER E H � " 5.05 s EXIB ING PLANTING TO REMAINV rH , .°ESPALLIER 5.05 I 94 +YY ESPALLIER E H IdC.�Br � �Q �°,�^ °,5r +�* I O ,r ornp°d_sr r ' a ''' Fiedeneckttt eeU 3.05 t ESPALLIER E H i I 02M@Moovii Ill �O5 � 1 . 1 I I I I Date Description LIMIT OF - ;,,,; ,;;,,;;,,;;;;;;;;,,;;, 08/08/07 City Submittal WORK - - I 09/04/07 Revisions 09/11/07 Revisions 0 09/24/07 CitySubmittal � - - - - - - - - - - - - - - - - - � 02/28/08 Cit Submittal ° 03/28/08 City Submittal - - - - - - - - - - - - - - - - - - 04/15/08 City Submittal ANNUALS /7 — —� — NOTE: I GAL., 12" O11r — - - - - - - - - - - - - - - - - - - ALL PLANTING BEDS TO RECEIVE GERANIUM FORTNIGHT 2" ORGANIC COMPOSTED MULCH I GAL., 12" O.G. 15 GAL., 24" .G. FORTNIGHT LILY EL PASEO GERANIUM 5 GAL., 24" O.G. I GAL., 12" G. i e - e r ' - • • ORANGE ASM I NE 15 GAL., O" O.G.; PRUNE TO 50" NATURAL HEDGE Date Description BOUGAI VILLEA ` 15 GAL. EXISTING WASHINGTONIA PALM SITE LANDSCAPE PLAN-NORTH ��_ � �� 0 5 10 20 40 SCALE. 1 =10 -0 North SCALE: 1 t'= 10'-01' r �. ANT LIST PLANT PLANT COMMON NAME SIZE HEI6HT SPREAD COMMENTS yyq� � QUANTITY SYM$OL BOTANICAL NAME NEEDS 3 w a r ,'w w s i.. TIP U TREE 36" � 25 -O 40'-0" MED 0.5 FOf CA1.�� 50 SPACED AS SHOWN This drawing and the design shown Is the property of MESA Design Aesop, T U a n a I U BOX known also as MESA.The reproduction,copying,or Law of the draHAi g wktwut the written consent of MESA Is prohibited and any Inmilvernard w�be subject to legal 64 ORTNIGHT LILY 5 action.©copyrlpht 20oti MESA 3'-0" 31-011 PLANT 24" ON CENTER MED 0.5 Diete5 Vegata GAL Drawing I.� ORANGE JASMINE 15 3'-0" 4I-oil PLANT 56" ON CENTER MED 0.5 Murraya paniculata 6AL LANDSCAP" E 14 MEXIGAN HONEYSUCKLE 15 6'-O" PLANT 36" ON CENTER MED 0.5 Murroya paniculato GAL PLAN 5 � BOUGANYILLEA 15 These plans have been reviewed by the Coachella Valley Water District in Issue Date: 28 MARCH 2O08 24" PLANT AS SHOWN, TRAIN TO ESPALIER MED 0.5 A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Project No: 26030 Bouganvi I lea 5pp GAL R 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CVWD Reviewed By: WM 6 5510N VINE 15 staff does not constitute approval to encroach into district and USBR Rights-of-Way. �� 6'-Or' 24r' PLANT A5 SHOWN, TRA t N TO E5PAL f ER MED 0.5 6 s r R l G Trees,plants,walls,and permanent structure of any kind may not be planted or y. SH Pas 5 i f 1 oro phf ort i i GAL installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. ANNUAL COLOR I • DATE WATER MANAGEMENT SUPERVISOR 52 ;�� -�� -� 6" q�� PLANT 12" ON CENTER, ANNUAL MED 0.5 GeranlUll1 Spp. and Vini 5pp. GAL NOTE:NO TREES SHALL BE PLANTED WITHIN G.V.W D. ANNUALS \ W 5EMENT OR R15HT-OF AY5. PLANT 12" ON CENTER MED O.5 CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR L4mO2 GAL NO GONFLIGTING UTILITIE5 WITHIN PROJECT AREA 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax www.mesadesigngmup.com THE SHOPS ON EL P`ASE0 W� CLIMBING WIRE SECURELY FASTENED BETWEEN TWO 73-061 El Paseo and ° EYE SCREWS #4 OR 5 I/2 METAL TUBING ESPALLIER SEE GAUGE GALVANIZED WIRE. DETAIL H/L5.05A El Paseo, G CLIMBING VINE--5EE PLANTING 2" LAYER OF ORGANIC COMPOSTED MULCH Palm Desert, SCHEDULE FOR 5I ZE 4 SPACING. REFER TO LANDSCAPE SPECIFICATIONS. SLOPE TO PROVIDE POSITIVE DRAINAGE FROM BED AREAS. w TIE FRONDS WITH ORGANIC BAGKFOLL TO BE NATIVE SOIL TWINE PRIOR TO PLANTING. • I / . UNDISTURBED SUBGRADE �\ PALM TO BE PLANTED 50 THAT f Gul AXIS 15 PLUM s� way° _ � r 2X WIDTH OF Z ROOTBALL ; s Ma Vines Af � Scale: 1/2" _ �r-0r' L4. 03 "y�.Gt fbeMnetic3,rt .� �. �t NOTES: TAMP AND WATER-SETTLE WHILE PLANTING TOP OF ROOT BALL NOT TO BE LOWER THAN FINISH GRADE • Date Description 08/08/07 City Submittal 09/04/07 Revisions 09/19/07 City Submittal 02/28/08 City Submittal 03/28/08 City Submittal j 04/15/08 City Submittal � 1 • - • • • I Date Description TEMPORARY TREE 2" ORGANIC COMPOSTED MULCH 2 ORGANIC COMPOSTED MULCH TO SAUCER TO OUTSIDE EDGE OF WATERING RING. MULCH TYPE PER SPECS. WIDTH OF OUTSIDE EDGE OF WATERING RING. TREE SAUCER SHALL BE GRADED FROM ROOTBALL + 24 MULCH TYPE PER SPECS. BAGKFILL TO BE NATIVE SOIL EDGE OF TREE PIT OUTWARD UNTIL A TREE SAUCER SHALL BE GRADED FROM BAGKFILL TO BE NATIVE 501L SMOOTH TRANSITION IS ACHIEVED. ALL EDGE OF TREE PIT OUTWARD UNTIL A TREE SAUCERS TO BE APPROVED BY SCARIFY SIDES 8 BOTTOM OF PIT SMOOTH TRANSITION IS ACHIEVED. ALL 2'-O" I'--- LANDSCAPE ARCHITECT AFTER TREE SAUCERS TO BE APPROVED BY INSTALLATION ` LANDSCAPE ARCHITECT AFTER + `�� .. % ~`�:• INSTALLATION W11 l SCARIFY S I DE5 4 BOTTOM OF PIT UNDISTURBED SUBGRADE 2X WIDTH OF C3= ROOTBALL 2X WIDTH OF ROOTBALL Ornamental Tree C Palm A OF L4.0 3 This drawing and the design shown Is the property of MESA n Associates, Scale: 1/2" = 1 r—Orr Scale: 1�2 = 1 —0 L4.03 known also as MESA.The reproduction,copying,or use of this drawing without the written consent of MESA Is prohibited and any Infringement will be subject to legal action.O Copyright 2006 MESA LANDSCAPE 2" LAYER ORGANIC COMPOSTEDBAGKFILL TO BE NATIVE 501L.MULCH, REFER TO SPECS. PER PLANThese plans have been reviewed by the Coachella Valley Water District in DETAILS p� T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section PREPARE SHRUB BED PER R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with Issue Date: 28 MARCH 2O08 SPECIFICATIONS. FINISH GRADE TO the local governing agency(City or County)."Approval of this drawing by CVWD Project No: 26030 BE I" BELOW ADJACENT EDGE. BED staff does not constitute approval to encroach into district and USBR Rights-of-Way. TO BE GRADED FOR POSITIVE O S G Trees,plants,walls,and permanent structure of any kind may not be planted or Reviewed By: WM T R DRAINAGE AND MOUNDED WHERE installed in CVWD and USBR easements or right-of-way without fast obtaining an Drawn B c APPLICABLE. TOP OF ROOT GROWN TO NOTE. enmubmsntpennitfrvmCVWD, y �7H BE AT FINISH GRADE TREE, PLANTS, WALLS, SIDEWALKS AND UNDISTURBED 5U$GRADE i�� . \p �`�+I �` PERMANENT STRUCTURES OF ANY KIND SHALL NOT DATE WATER MANAGEMENT SUPERVISOR BE PLANTED, INSTALLED OR BUILT IN G.V.W.D. AND USRB EASEMENTS OR RIGHT-OF-WAYS WITHOUT I FIRST OBTAINING AN ENCROACHMENT PERMITFORM CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR G.V.W.D. 2X WIDTH OF NOTE: ROOTBALL NO CONFLICTING UTILITIES WITHIN PROJECT AREA L4n03 Shrub B Scale: 1/2" _ V-0rr 1-4.03 1807 Ross Ave, Suite 333 MATGHLINE - SEE SHEET L5.02 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax a 1 1 III I I www.mosadesigngroup.com r � IIII 1 I�III ' l 16 Al I II i 0 r � 5 Q1 is 329E Illl � 34' ,' „ 4r � ' „ 4 / ,' II 1 ' r III 1 Ask - P N 1 _ e 444 14 A3 f F 1» ------------- THE I SHOPS VY ---I f EL 7 }� i P&T OF CONNEC ON LOCATION; Palm Desert, CA f ` REFER TO N BELOW LEFT /2» 125 �t t f t 0 l t t tt 11/2r ' � t f t 0 1 ! O 8 3/4` O Date Description f 3/4' 3/4 » I 09/19/07 City Submittal 1 /4' 3 3 ° 02/28/08 City Submittal Gb 4 03/28/08 City Submittal r A5 8 460E t J A6 4 1 142E Date Description 1 3/4 r 1 , 2 2 A9 NOTE A: 8 � / F CONNECTION 1 SHALL BE A 3/4"DOMESTIC WATER METER WITH A 1"SERVICE J t LINE. VERIFY THE ACTUAL LOCATION, SI TER PRESSURE IN THE FIELD PRIOR 604E 1» / TO STARTING WORK. IF ANY OF THE P INFORMAT OWN ON THESE DRAWING IS / G/TY .4LM D51r?T !III! ffiffil :1 1 ! FOUND TO BE DIFFERENT THAN THE A UAL POC INFORM ATHERED IN THE INSP GT/O 5C HEENJLF N �+ FIELD, IMMEDIATELY NOTIFY THE LAND APE ARCHITECT AND IRRI N I" CONSULTANT. SHOULD THE CONTRACT FAIL TO VERIFY THE POC INFO ON ANY T L5.03 FOR THE GI OF P E / CHANGES REQUIRED BY LOW PRESSURE O VOLUME SHALL BE THE SOLE REFER TO 5H / ca �I J RESPONSIBILITY OF THE CONTRACTOR. DESERT 5 IN51EGTION SCHEDULE. STATIC WATER PRESSURE 80 1 NO TREES ALL BE PLANTEITH .V. . c �' DESIGN WATER PRESSURE 67 PS EASEMENT J D W GW R RISHT—OF WAY5. MAXIMUM SYSTEM DEMAND 16 GPM , r RESIDUAL WATER PRESSURE 13 PSIINOTEi E NO GONF GTIN& UTILITIES IN JE A A. F��\� NOTE B: r CA�� CONTROLLER"A"SHALL BE RAIN MASTER EAGLE MOD.#RME18EGi-PRMKIT INSTALLED This dl�wlg and the awn shown Ir the p,»parlyofMESAoeelpAssoc.dr., IN A STAINLESS STEEL ENCLOSURE(SEE LEGEND FOR TYPE). known aMo as MEsa The ropmduclon,con g,«uss of fra dwM g wftho the CONTROLLER SHALL REPLACE EXISTING RAIN BIRD ESP-LX CONTROLLER, LOCATED IN NOTE' swiften MESAcoon.0CoptohtW prohlWted and any lMrinparnantwlNbeaubJectEDlegal ANY CHAN6E5 TO THE APPROVED PLAN MUST BE ® � M2oos MESA TELEPHONE ROOM. CONTRACTOR SHALL CONFIRM LOCATION AND ABILITY TO PULL SUBMITTED IN WRITING TO THE CITY OF PALM SUFFICIENT WIRES, PRIOR TO STARTING WORK.FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH DESERT FOR APPROVAL PRIOR TO INSTALLATION OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: These plans have been reviewed by the Coachella Valley Water District in IRRIGATION MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. p T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section R 65597 at seq.requiring efficient landscape and irrigation design in cooperation with ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND the local governing agency(City or County)."Approval of this drawing by CVWD A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. staff does not constitute approval to encroach into district and USER Rights-of-way. PLAN O 3 T R G Trees,plants,walls,and permanent structure of any kind may not be planted or NOTE: installed in CVWD and USBR easements or right-of-way without first obtaining an Issue Date: 6 MARCH 2O07 CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY 09SA17BB07 encroachment permit from CVWD. VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT sweeney+associates Project No: 26030 POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR Reviewed By: WM REPRESENTATIVE PRIOR TO COMMENCING WORK. California 3873p Sky Canyon Drive,Suite C Drawn By.- NOTE: 951.461.6930 met ,CAp'951'461.6850 f 9263 CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES email®sweeneyassoccom weeneyassoccom AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT Mur www.sweeneyassoc.com California•Austin,Texas Ft.Lauderdale,Florida IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. SITE IRRIGATION PLAN-SOUTH 0 5 10 20 40 L5n0l SCALE: 1 "=10'-0" SCALE: V= 0'-on NOT FOR CONSTRUCTION 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax www.mesadesigngmup.com DG WALL Yd 8 Al2 YJ E t" 2 A13 =133E 1" -=5i/2 --- 11/2" TYPE T COPPER 4" 11�2` . . . . . . . . �� ORE SLEEVE . . . ....J THE SHOPS GROUND OBSCURED BY BLDG EL PASEO Palm Desen , CA EXISTING RESTAURANT CALIFORNIA MEATIER PIZZA TENANT TENANT JA iES TENANT KITCHEN �! I LEASE TENT ER LEASE�� NEG-OUMN UNDER EGMTO', 11/2" TYPE IS COPPER �sWKWEVE I I 0 Date Description 09/19/07 City Submittal 12 A10 4 Al 02/28/08 City Submittal � —.II ®- t" 219E 1" 03/28/08 City Submittal 11/2-------------- " ® I ------- — — — — — — — — A — — — — — --- — — — — — — ---- ,,,.. r 4 3 4" t" N F491 r " 3 4" Ac — MENU — 11/4" 1 11/2 �t1/2" Date Description EL PA 04"Eu 11� r 1�11 r 1 'rr r rrrr E L P A S E 0rrrr r rrrr r o rrrr _ . . ---._ - _ _ rrrr . M - _— - _ _ - --- - -G X s - - - - -------- - -—- _ _ NOTEL - -- s "® - D - - - - _— _.—..—._ E AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. Q`�� MiNsao SIGN C ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER 0 rrrr AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. r r r / NOTE: -� _ MATGHLINE - SEE SHEET L5.01 r ' CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY # 7k' �rr VERTICAL OBSTRUCTIONS THAT MAY OCCUR INCLUDING BUT NOT LIMITED TO LIGHT �- — POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED Qom\ REPRESENTATIVE PRIOR TO COMMENCING WORK. OF CAO NOTE: Tft BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, aww�MES&Ttorop Mu0mn Is ,coWngy rumof#of MM dm nr.wMmt, rsproducron,copylnp,or um otQ,ls drawlnp rwthout tt,e ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH swfflm coon.COCoptot" 06 ME°i'ib'°°°"'d'"�'i"TM'"o""",t""rb°°°n�a°°'°e°i ectlon.•CopyApM 2006 MESA TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. � G/TY OF P�4L.M 17�5ERT 1N5f:EGT/0N 5G!-EDULF NOTr REFER TO SHEET L5.05 FOR THE G I TY OF PALM These plans have been reviewed by the Coachella valley water District in I R R I(G"'A Tl 0 N DESERT'S INSPECTION SCHEDULE. p T E accordance with water code Title 7,Division 1,Chapter 3,Article 10.8,Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CVWD NO TREES SHALL BE PLANTED WITHIN C.V.W.D. staff does not constitute approval to encroach into district and USBR Rights-of-Way. PLAN EASEMENT OR R 1 GHT-OF WAYS. D S T R 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an Issue Date: 6 MARCH 2O07 09 A178B07 NOTE, encroachment permit from CVWD. Sweeney+associates NO CONFLICTING UTILITIES IN PROJECT AREA. Project No: 26030 IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR California Reviewed By. WM 38730 Sky Canyon Driye,Suite C Drawn By: H Murrieta,CA 92563 951.1161.6830 p•951.1161.6850 f NOTE: CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR emaftsweeneyassoccom ANY CHANGES TO THE APPROVED PLAN MU5T BE www.sweeneyessoc.com 5UBMITTED IN WRITING TO THE GIN OF PALM Murrieta,California•Austin,Texas-Ft.Lauderdale,Florida DESERT FOR APPROVAL PRIOR TO INSTALLATION SITE IRRIGATION PLAN-NORTH A rr— r rr 0 5 10 20 40 L5mO2 Nortfi ALE. 1 -10 -0 SCALE: 1"= 10'-0" NOT FOR CONSTRUCTION 1807 Ross Ave, Suite 333 Dallas,Texs 75201 214.871.0568 tel 214.871.1507 fax www.mosadesigngroup.com IRRIGATION MATERIAL LEGEND SYMBOL IRRIGATION NOTES Q T H F MANUFACT. MODEL NO./DESCRIPTION GPM PSI RADIUS DETAIL 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF O O 0 40HUNTER INST-06-CV POP-UP TURF HEAD W/8Q/8AT/8H/8F NOZZLES WITH RAIN BIRD PCS-020/040/060/090 SCREENS .24, .35, .48, .95 30 8 FT A THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR L> > ® HUNTER INST-06-CV POP-UP TURF HEAD W/10Q/10AT/10H/10F NOZZLES WITH RAIN BIRD PCS-040/060/090/175 SCREENS .39, .52, .82, 1.62 30 10 FT A PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE 0 El ® HUNTER INST-06-CV POP-UP TURF HEAD W/ 12Q/12AT/12H/12F NOZZLES WITH RAIN BIRD PCS-060/90/125/260 SCREENS .63, .87, 1.31, 2.65 30 12 FT A COMMENCING WORK. THE LOCATIONS OF UTILITIES,STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE 0 11 e ■ HUNTER INST-06-CV POP-UP TURF HEAD W/ 15Q/15AT/15H/15F NOZZLES WITH RAIN BIRD PCS-090/125/175/370 SCREENS .93, 1.23, 1.86 3.72 30 15 FT A APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24"BOX AND SMALLER .25(0.5) 30 N/A A,B PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36"BOX .50(1.0) PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48"BOX TREES AND PALMS 1.0(2.0) 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE BEFORE BEGINNING WORK. SIDES OF TREE TYPICAL. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO NO SYMBOL RAIN BIRD XERI BUG XB-05PC-1032,XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS(0.5-2.0 GALLONS PER HOUR) C BE INSTALLED WITHIN PLANTING AREAS. 1 GALLON SHRUBS -Zx 0.5 GPH EMITTERS 5 GALLON SHRUBS -2x 1.0 GPH EMITTERS 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN 15 GALLON SHRUBS-2x 2.0 GPH EMITTERS THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY NO SYMBOL RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED(1032)DRIP EMITTER ON TOP C WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 0 TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A D k 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND PER MANUFACTURER'S SPECIFICATIONS. INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO ® P.O.C. 3/4" DOMESTIC WITH 1"SERVICE LINE,VERIFY SIZE, LOCATION,AND STATIC WATER PRESSURE IN FIELD, INSTALLED BY C.V.W.D. N/A BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. ® CVWD 1"BACKFLOW PREVENTER ASSEMBLY INSTALLED BY CVWD N/A THE SHOPS ON 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE ® RAIN BIRD EFB-CP SERIES BRASS MASTER VALVE- 1"-NORMALLY CLOSED.TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 DATA DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF- 1"SIZE. F EL 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE 0"PoN WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 11/2"SIZE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO G Palm Desert, CA EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING Q RAIN BIRD 33LRC(1")QUICK COUPLER VALVE m DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. H � RAIN BIRD PEB-PRS-D(1")SERIES PRESSURE REGULATING PLASTIC REMOTECONTROL VALVE, SIZE AS SHOWN I 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL ASSEMBLY WITH PRESSURE REGULATING WYE FILTER DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18"OF HARDSCAPE. J NO SYMBOL RAIN MASTER RME18EGI-PMRKIT EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD(I CENTRAL)AND PERMANENT MOUNTED K,L 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE,SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE REMOTE RECEIVER KIT, SIZE AS SHOWN, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE. (SEE BELOW FOR TYPE) ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS,WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT CONTROLLER SHALL BE INSTALLED IN TELEPHONE ROOM,TO REPLACE EXISTING RAIN BIRD CONTROLLER CONTRACTOR SHALL VERIFY LOCATION AND ABILITY TO PULL ADDITIONAL WIRES PRIOR TO STARTING WORK f LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. NO SYMBOL V.I.T. SBA6SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS,AND QP-16 K 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED NO SYMBOL N/A EXISTING 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD N/A EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER AS APPROVED PVC PIPE 3/4"- 11/2"CL. 200 AS LATERAL LINES 12"BELOW GRADE M SPECIFICATIONS. AS APPROVED TYPE"K"COPPER PIPE, 11/2"SIZE AS MAINLINES 18"BELOW GRADE, DESIGNED BY PLUMBING ENGINEER AND SUPPLIED BY AND N/A INSTALLED BY PLUMBER • 0 G AS APPROVED SYMBOL REPRESENTS TYPE'K'COPPER FEMALE ADAPTER WITH PLANTERS, DESIGNED BY PLUMBING ENGINEER AND SUPPLIED BY AND N/A INSTALLED BY PLUMBER,VERIFY ACTUAL LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE REFER TO PLUMBING PLANS FOR ACTUAL STUB-OUT LOCATIONS. AS APPROVED PVC PIPE 11/2"SCH. 40 SOLVENT WELD AS MAINLINES 18"BELOW GRADE M IMMUMENNEM Date Description AS APPROVED PVC PIPE SCH.40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED N 09/19/07 City Submittal PLACE BELOW ALL PAVING, HARDSCAPE, ETC.,AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 02/28/08 City Submittal I NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) M,N,O 03/28/08 City Submittal NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS 0 CITY OF PALM DESERT ---VALVE NUMBER IjFo\ 20 G.P.M. WATERCONSERVATION STATEMENT 500E --QTY. OF EMITTERS(IN DRIP ZONES ONLY) VALVE SIZE THE LANDSCAPE AND I RR 1(SATI ON DES 16N INCLUDED IN TH I S LANDSCAPE PACK.A6E INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW TER JJSA6E AND THIS DESIGN MEETS THE G I TY OF PALM Date Description DESERT'S WATER .USE REGU I REMENTS. CERTIFICATE OF PROJECT COMPLETION Project amen ----------------- Landscape Inspection Schedule N _________________ Parcel Map or Tract No., 1)Sleeving/Grading Project Locatlorn__________________________________________________ a. Sleeve diameter,type, depth and location MnXIMUm Water AlloWnncel___________________________________________ b. Soil surface drainage, elevations and trash (including weeds and rubble) (In hundred cubic feet) 2)Hardscape/Boulders-Cobble Estimated Total Annual Water Uset a. Sidewalk and wall layoutb. Utilities location ________________________________________________ (In hundred cubic feet) c. Boulder type,size,weight and placement Preliminary Project Documentation Submlttedi (lnitlals Indicates submittal) 3) Irrigation System Rough- Ina. Trench depth and location b. Pipe size and class L Grading design plan c. Pressure test(125 psi for 6 hours) 2. Landscape design plan 4)Plant Material(trees&shrubs) �� G-� �o 3. Irrigation design plan aa. Conditionb. a� to_ 4. Irrlgatlon schedules c. Placement Post Installation Inspectloni (Initials Indicate completion) round Cover(decomposed grenit) a. Type �� A A, Plants Installed as specified b. Depth and spacing c. Compaction Thin drawing and the design shown Is the property of MESA DeMpn Associstes, known also as MESA.Tim use of reproduction.copying,or u of this drawing without the _ B. Irrigation systems Installed as designed 6) Final w,� cons ent amlr�,noerrbnt wl�beau�tto,�., --- - action.O Copyright 2M MESA i) Vales, boxes and wiring a. rogation: 08SA08BB07 Commentst ii) Controller operation and schedule Sweeney+assoclates -----------------------------------------'------------- lq iii) Sprinkler, bubbler and/or drip emitter type,flow rate and IRRIGATION DESIGN AND CONSULTING A copy of this certification has been provided to Owner/Developer and quantity per plant California com"UMMINEM District Aeration IV Overall O 38730 Sky Canyon Drive,Suite C V) AS built 951461 O p 5951.461.b8ti0 f IRRIGATION LEGEND COMmentsi b. Tree staking emall@aweeneyassoc.com ----------------------------------------------------- c. Overall www.aweeneyassoccom ------------------------------------------------------------ "'Notes.. Murrleta,California-Austin,Texas-Ft Lauderdale,Florida & NOTES It Is my opinion that the Work outlined above has been completed In Should any of the above inspections fall after 2 attempts there will be a fee assessed for an yre-inspections. CITY OP PALM VESERT Issue Date: 6 MARCH 2O07 substantial accordance With Coachella Valley Water District and The City of Any change to an approved landscape plan, must be re-submitted to the City of Palm Desert Palm Desert's Landscape and Irrigation Guldllnes. /N5I�GT/ON 5GHE1.�lJLE NOTE Project No: 26030 for approval, prior to implementation. January 18,2007 These pans have been reviewed by the Coachella Valley Water District m Reviewed By: WM REFER TO THIS SHEET FOR THE CITY OF PALM ----------------------------------------------------------------------- Th l DESERT'S INSPECTION SCHEDULE. T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Drawn By: Landscape Architect Signature Date 65597 eta landscape and irrigation design SH License o. seq.requiring efficient 1 gn in cooperation with the local governing agency(City or County)."Approval of this drawing by CVWD NO TREES SHALL BE PLANTED WITHIN G.V.W.D. staff does not constitute approval to encroach into district and USBR Rights-of-Way. EASEMENT OR RIGHT-OF WAYS. O G Trees,plants,walls,and permanent structure of any ldnd may not be planted or 3 T R � installed in CVWD and USBR easements or right-of-way without first obtaining an NOTE. encroachment permit from CVWD. NO CONFLICTING UTILITIES IN PROJECT AREA. DATE WATER MANAGEMENT SUPERVISOR L5mO3 NOTE: CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR ANY CHANGE5 TO THE APPROVED PLAN MUST BE 5U5MITTED IN WRITING TO THE CITY OF PALM NOT FOR DESERT FOR APPROVAL PRIOR TO INSTALLATION CONSTRUCTION 1807 Ross Ave, TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN — INSTALL SPRINKLER HEAD FLUSH WITH Suite 333 COVER, USE STAINLESS BOLT, NUT,AND WASHER. FINISHED GRADE IN TURF AREAS Dallas,Texs 75201 BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"MW ONTO LID. 214.871.0568 tel TARO FCH-H-FIPT AUTOMATIC FLUSH HUNTER PCB 1/2"THREADED BUBBLER, SEE POP-UP SPRINKLER HEAD,SPRAY 214.871.1507 fax LEGEND FOR SPECIFICATION SEE LEGEND FOR SPECIFICATION MAST CONTROL VALVE, SEE LEGEND FOR SPEC. VALVE www.mesadesigngroup.00m " PLASTIC ROUND TAN VALVE BOX,6" 2"MIN. -F— FINISHED GRADE IN SHRUB AREAS SCH 80 PVC NIPPLE LENGTH AS REQUIRED --- - SIZE,WITHIN D.G. HEAT BRAND"FV" - - FINISHED GRADE 4" MIN. ONTO LID. — 1Pg INSTALL SPRINKLER HEAD 1/2" — ABOVE FINISHED GRADE IN SHRUB 24"WIRE LOOP _ _ _ — — SOIL AND GROUND COVERS AREAS - — — — �FINISHED GRADE IN SHRUB AREAS11 - — — — — VALVE ID TAGS _ 2" IN. XERI-BUG DRIP EMITTER WITH THREADED —1 I 1 — I� 1-1 B PVC SCH 40 FEMALE :I 1 —I I =III=I : INLET(SEE LEGEND FOR SPECIFICATION), _III I �=11I= HIM UNDISTURBED SOIL — II— II—IRIPLE SWING JOINT ASSEMBLY ADAPTER, 2 REQUIRED —I I 1—III I I III— 2" MIN. INSTALLED MIN.2"ABOVE FINISHED GRADE Effi—Tr I I I PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES(OR APPROVED EQUAL) 2"MI PVC MAINLINE TO FLOW ;I! I I =I IT FINISHED GRADE LAY LENGTH TO BE 6 MINIMUM o —III—I I — PVC SCH 80 CLOSE NIPPLE " o SENSOR, PIPE PER SPECS. �I I SIZE AS PER SPRINKLER OUTLET 00 • 9 BRICK SUPPORTS 7F SCH 40 PVC SxSxT TEE FITTING �• PVC LATERAL LINE PIPE III 1 — I I SOIL LATERAL x SPRINKLER INLET SIZE — SCH 40 PVC SxSxT TEE FITTING 0 o I I — —I I - LATERAL x SPRINKLER INLET SIZE LATERAL LINE,SEE SPECIFICATIONS BRASS NIPPLE TYP. ° ��—I — �� LATERAL LINE SEE SPECIFICATIONS FLEXIBLE RISER(RAIN BIRD PFRIFRA) FOR TYPE AND DEPTH REQUIRED DEWITT PRO 5 WEED BARRIER BRICK SUPPORTS TWELVE(12")LENGTH FOR TYPE AND DEPTH REQUIRED LANDSCAPE FABRIC OR APPROVED EQUAL 3/4n ROCK, 1 CUBIC FT. SIZE FITTEG( x LxT TEE) ATERAL x 1/2" 3/4" ROCK,2 CUBIC FT. PVC ELL SCH 80 SxT PVC MAINLINE PIPE FROM -f— PVC LATERAL LINE SECTION VIEW BACKFLOW PER SPECS. LANDSCAPE FABRIC 12"BELOW FINISHED GRADE NOTE: NOT TO SCALE NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. NOTE: DO NOT INSTALL SPRINKLER HEAD WITHIN 36"OF PAVING, CURBS OR TURF EDGES. ALL IRRIGATION SPRAY HEADS LOCATED AT CURBS,DRIVEWAYS AND USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. HARDSCAPES SHALL HAVE AN 18"SETBACK. SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. E MASTER CONTROL VALVE D AUTOMATIC FLUSH VALVE C DRIP CONNECTION B BUBBLER ON RISER A POP—UP SPRINKLER I j TAN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN TAN PLASTIC COVER, USE STAINLESS BOLT, NUT,AND WASHER. RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC ROUND VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER,USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND "QCV"ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. EDGE. HEAT BRAND"BV"ONTO LID. EDGE. HEAT BRAND"FS"ONTO LID. T H E Z03` 11 0 P S h 14 s" QUICK COUPLER KEY WITH MALE HOSE BIB BALL VALVE, SEE LEGEND FOR SPECIFICATION FLOW SENSOR, SEE LEGEND FOR SPECIFICATION CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX -'�FINISHED GRADE � ' s• -�—FINISHED GRADE EL PAf4` E0 IN SHRUB AREAS — — IN SHRUB AREAS ' 3" - " " 91�P �— FINISHED GRADE IN SHRUB AREAS 7T[ - I FINISHED GRADE IN SHRUB AREAS n —�— FINISHED GRADE IN SHRUB AREAS — — " PRESSURE a•MIN. LLF — — — — — — _ _ =I I (=III III=III— REGULATING WYE " — 4"MIN. _ 4 MIN. Desert, _ R.C.V. _ _ :I — 24 WIRE LOOP _ — 1 — 4 MIN. T I I I I—III— — III=III= =I I (=III: FILTER, MOD.#PRF — — — 24"WIRE LOOP — — INSTALLED AS VALVE ID TAG QUICK COUPLER VALVE :III—I I III—I I (I I—III VHI I—I PVC MAINLINE PIPE —III—I I I I—III— PART OF VALVE LATERAL— SEE LEGEND FOR SPEC. 1 TR =Tff=l TTT— PVC S x TELL SCH 80 PVC GALV. PUNCH LOC 2 REQ. Fy PRESSURE SUPPLY LINE -�10 PIPE DIA ► FL 5 PIPE DIA PER SPECIFICATION ASSEMBLY. REFER ( ) LFLOW t TO LEGEND FOR FEMALE ADAP, r IN. CONTROL VALVE BRASS NIPPLE(LENGTH AS REQ.) 2'MI DEPTH AS PER SPECS. 2"MIN MORE SCH.80 PVC SCH 40 PVC RISER ° BRICK SUPPORTS 0 PVC MALE ADAPTER o TO DRIP MAINLINE INFORMATION ° SYSTEM BRICK SUPPORTS, BRASS TRIPLE SWING JOINT(SIZE PER QCV) a -f-- BRICK SUPPORTS o 9 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6" MIN. BRICK SUPPORTS 0 SCH.80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY DEWITT PRO 5 WEED BARRIER 0 0 MAINLINE,SEE SPECS. BRASS NIPPLE LANDSCAPE FABRIC OR SCH 80 PVC SLIP TEE MAINLINE FITTING #4 x 36"REBAR STAKE DEWITT PRO 5 WEED BARRIER APPROVED EQUAL LANDSCAPE FABRIC OR 3/4" ROCK, 2 CUBIC FT. j 3/4"CRUSHED GRAVEL DEWITT PRO 5 WEED BARRIER APPROVED EQUAL PVC MAINLINE PIPE TO MASTER VALVE DEWITT PRO 5 WEED BARRIER TWO CUBIC FEET LANDSCAPE FABRIC OR 3/4"ROCK,2 CUBIC FT. (NOT LESS THAN 10 PIPE DIAMETERS) BRICK SUPPORT LANDSCAPE FABRIC OR DEWITT PRO 5 WEED BARRIER APPROVED EQUAL NOTE: NOTE: PER SPECS.AND PLAN. APPROVED EQUAL LANDSCAPE FABRIC OR 3/4" ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO 3/4" ROCK, 2 CUBIC FT. APPROVED EQUAL INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. IRRIGATION CONTROLLER. NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE SECTION VIEW SECTION VIEW USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALLATION AT MAIN LINE DEPTH. OF THE FLOW SENSOR. SECTION VIEW SECTION VIEW NOT TO SCALE NOT TO SCALE N NOT TO SCALE SECTION VIEW NOT TO SCALE OT TO SCALE J DRIP REMOTE CONTROL VALVE I REMOTE CONTROL VALVE H QUICK COUPLER VALVE G BALL VALVE F FLOW SENS R O Date Description 09/19/07 City Submittal 02/28/08 City Submittal FLIP TOP LID SHOWN DUAL HYDRAULIC PISTONS 03/28/08 City Submittal IN OPEN POSITION SUPPORT LID OPEN CONTROLLER ENCLOSURE CITY OF PAW DESERT — — — — FINISH GRADE BARE COPPER GROUND WIRE (#6) DIMENSIONS WHEN CLOSED: CONNECT TO ROD W/BRASS CLAMP CONTROLLER 38"H x 16"W x 15.5"D :III=III= — — CLEAN COMPACTED BACKFILL PLASTIC RECTANGULAR VALVE BOX 16 STAINLESS STEEL TERMINAL STRIP FOR WATER CONSERVATION STATEMENT =III=I HEAT BRAND"GR"ONTO LID WIDE TOP-ENTRY REMOTE CONTROL VALVE =I I I=III= B — = CONTROLLER ENCLOSURE WIRE CONNECTION I I I—I I I 5/8"X 8'COPPER NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS =III=I �'' '' __= LATERAL LINES,SEE SPECS. CLAD GROUND ROD PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT LANDSCAPE PACKA6E INCORPORATES A DRIP IRRIGATION 5Y57EM. :III=III= III=III= 3• PANEL NOT SHOWN CONTROL WIRES,SEE SPECS. -�-- FINISHED GRADE THE PLANTING DE516N .USE5 DESERT PLANTS COMPATIBLE WITH LOW =I I I=I :::::.. :::: — _ j WATER USAGE AND THIS DE516N MEETS THE CITY OF PALM :III=III=III : : ::' ' POWER SWITCH DESERT'S WATER 1JSE REQUIREMENTS. UNDISTURBED SOIL NATIVE OR UNDISTURBED SOIL AND RECEPTACLE a " • i =III=III= :;.,..:..:• _— MAINLINE,SEE III III _ PRESSURE MAINL E III—III—III = SPECIFICATIONS —III—II II�II Date Description =III=III— _ _—III=1 — CERTIFICATE ❑F PROJECT COMPLETION FINISHED PREFORMED ALUMINIUM PAD -III=I I I=I I I=111=1 _l �_� �—III=III- I1�11�1I —11�I1 GRADE -_ _— _ STRONGBOX 1 KP Project Namel_________________ Parcel Ma or Tract No.l______________ —I I 1—III—III—III—III—III—I �I I�I I 111=1 11=1 I FILL 1/2 OF BOX WITH FILL BASE O QU C AD p --- `' COMPACTED SITE SOIL ENCLOSURE MOUNTING PAD QUICKPAD WITH — I I- WITH PREFORMED ALUMINIUM Project Locatlonl —1 I ` I I=I I RED BRICK SUPPORTS (4 REQ.) PEA GRAVEL TO I I— I PAD, PLASTIC BASE AND ALL DIMENSION A B C =III— 11 E1 I I TOP OF BASE UNIT I - STAINLESS STEEL HARDWARE Maximum Water AltoWancei______________________ 1 1/4"PVC CONDUIT/SWEEP (In hundred cubic f eet) --------------------- 1/2"TO 2-1/2"IN SIZE 18" 12" 4" � SIOTE IL FOR COMMUNICATION CABLE 3"TO 6"IN SIZE 24" 4" TO OTHER CONTROLLERS(IF REQ.) Estimated Total Annual Water Uses SECTION VIEW 3"PVC CONDUIT/SWEEP FOR 1 1/4"PVC CONDUIT/ CONTROL WIRES TO VALVES SWEEP FOR ELECTRIC 1 1/4"PVC CONDUIT/ ' ________________________________________________ (in hundred cubic feet) SERVICE SWEEP FOR GROUND WIRE BARE COPPER Preliminary Project Documentation Submittedi (Initlals Indicates submittal) FROM CONTROL ERUND WIRE(#6) In PVC CONDUIT FOR ET GAGE WIRES(IF REQ.) 1"PVC CONDUIT/SWEEP FOR 1"PVC CONDUIT/SWEEP FLOW SENSOR/MCV WIRES(IF REQ.) 1. Grading design plan FOR TELEPHONE LINE(IF REQ.) SECTION VIEW-N.T.S. 2. Landscape design plan ra 3. Irrigation design plan M PIPE INSTALLATION L GROUND ROD INSTALLTION K CONTROLLER ENCLOSURE �� GMiNaap 4, Irrigation schedules Post Installation Inspectlonl (Initials. Indicate completion) -----A. Plants Installed as specified LOW VOLTAGE WIRES, 3 MAXIMUM �� met. B. Irrigation systems Installed as designed WIRES PASS THROUGH GROOVES IN : . '... a� :a. PAVING �tC CJ��`�� TUBE LID TO ALLOW LID TO CLOSE _ _ Comments) — CLOSE TUBE LID AFTER WIRE •...•:•�-�� ----------------------------------------------------- =III=1 •.•. This drawing snd the design shown b the property of MESA Design Assoc eda, IS INSERTED INTO TUBE _ _ I—I SAND BACKFILL COMPACTED lerown also as MESA The reproduction,copying,or use oftlds drawing wtdmt the III—III- :' . ' and will------------------------------------ —III—I a _—_ ------------------------ ':•,•.• OF action.Ocopyrtg zoos MESA any age ales � _ I I TO THE DENSITY wMten consent of MESA Is prohibited a IMrt meat s„ EXISTING SOIL h< EX A copy of this certlf)cation has been provided to ❑timer/Developer and -III=III= :�►. :. '•: '•. '•. '•. '•. _ LATERAL LINES 08SA08BB07 POLY TUBE PRE-FILLED WITH —III=I I=I IN SCH 40 SLEEVE y affi District WATERPROOF GEL _ IRRIGATION DESIGN arch asDsosuates LTING Commentsi -_ =III=III=I I '•:.'•. . _ ----------------------------------------------------- .'�� CONTROL WIRES California LOCK TABS PREVENT WIRE REMOVAL —III=III ONCE CONNECTOR IS INSERTED I=III=I IN SCH 40 SLEEVE 38730 Sky Canyon Drive,Sulu C — — ------------------------------------------------------------ — - Murrleta,CA 92563 III=1 I I� UNDISTURBED SOIL 951.461.6830p 951.461.6850f IRRIGATION PRESSURE MAINLINE emalllsweeneyassoccom It Is my opinion that the Work outlined above has been completed In SCOTCHLOK ELECTRICAL SPRING www.sweeneyassoccom substantial accordance With Coachella Valle Water District and The City of CONNECTOR. WIRES SHALL BE — — — - IN SCH 40 SLEEVE y y PRE-STRIPPED OF 1/2"OF THE D-III=III=I I D. III=III- Murrleta,California•Austin,Tows•Ft.Lauderdale,Florida Palm Desert's Landscape and Irrigation Guldllnes. INSULATION PRIOR TO INSERTION — — PVC SLEEVES TO BE INTO THE CONNECTIOR. TWIST —III=I ( I--=-----_ (—III—I TWICE S THE DIAMETER :III-III=III—III=III—III=III-III—III- Issue Date: s MARCH 2007 ____________________________________________________ �i O� P�L.M 1��5�i�T CONNECTOR ONTO WIRES TO OF THE PIPE IA WIRE Landscape Architect Signature Date /N5l�GT/ON 5GHFVULIF NOTr SEAT FIRMLY. BUNDLE CARRIED. Project NO: 26030 License No. SCOTCHLOK CONNECTOR AND WIRES DIMENSION A B C D Reviewed B : WM REFER TO SHEET L5.03 FOR THE CITY OF PALM INSERTED INTO TUBE UNTIL THE DETAIL ALSO FOR PIPE These plans have been reviewed by the Coachella Valley Water District in y DESERT'S INSPECTION SCHEDULE. CONNECTOR PASSES LOCK TABS A T E accordance with water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Drawn By:1/2"TO 4"IN SIZE 3&" 24" 24" 4" INSTALLED IN I ROCK SOIL. R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with � �� NO TREES SHALL BE PLANTED WITHIN G.V.W.D. NOTE: the local governing agency(City or County)."Approval of this drawing by CVWD EASEMENT OR RIG staff does not constitute approval to encroach into district and USBR Rights-of-Way.HT-OF WAYS. WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. O Trees,plants,walls,and permanent structure of any Idnd may not be planted or S T R G installed in CVWD and USBR casements or right-of-way without fast obtaining as KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND encroachment permit from CVWD. NO CONFLICTING UTILITIES IN PROJECT AREA. A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DATE WATER MANAGEMENT SUPERVISOR L5004 NOTE: CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM IN DESERT FOR APPROVAL PRIOR TO INSTALLATION O WIRE CONNECTION N SLEEVE INSTALLATION NOT FOR CONSTRUCTION 1807 Ross Ave, Suite 333 Dallas,Toots 75201 214.871.05881N 214.871.1507 fox www.mosadesigrigroup.com i WATER CONSERVATION CONCEPT STATEMENT WATER PRESSURE CALCULATIONS Project Site: The Shops on El Paseo, POC#1 Tract or Parcel Number: N/A WATER METER NUMBER 1 IWATER METER SIZE HYDRAULIC GRADE LINE (FT) N/A IWATER METER ELEVATION (FT) N/A Project Location: City of Palm Desert, California ELEVATION DIFFERENCE (FT) N/A ISTATIC PRESSURE (PSI) 80 REMOTE CONTROL VALVE # Al REMOTE CONTROL VALVE SIZE l" Landscape Architect/ Irrigation Designer/Contractor. Sweeney S Associates, Inc. R.C.V. DEMAND (GPM') 16 TOTAL DEMAND (GPM) 16 Included in this project submittal package are: (Check to indicate completion) HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A SIZE DESCRIPTION FLOW # PSI LOSS X 1. Maximum Annual Applied Water Allowance: 1" SERVICE LINE (5E7 FT OF TYPE COPPER) 16 1 4.2 PSI Conventional Landscape: 89 100 cubic feetlyear 75" WATER METER (DISCE TYPE) 16 2 4 PSI lit BACICFLOW PREVEN + Recreational Turfgrass Landscape: 24 100 cubic feettyear(if applicable) TER (RIP TYPE} 16 3' 14.0 PSI Maximum Annual Applied Water Allowance: 113 100 cubic feettyear 1" FILTRATION (WYE FILTER) 16 4 0.1 PSI NIA PRESSURE REGULATOR (WILKINS 500HLR) N/A § 0.0 PSI X 2. Estimated Annual Applied Water Use by Hydrozone: I" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 9t3 6 5.0 PSI Turfgrass Hydrozones: 24 100 cubic feettyear MASTER CONTROL VALVE 16 7 1.4 PSI Recreational Turfgrass Landscape: 0 100 cubic feetlyear V, FLOW SENSOR 16 8 1.0 PSI Very Low Plant Hydrozones: 0 100 cubic feettyear 1.5" ISOLATION VALVES (BALL TYPE) 16 91 0.5 PSI Low Plant Hydrozones: 1 100 cubic feet/year 1.5" 125 FEET OF MAINLINE: SCH. 40 PVC ! 16 10 0.9 PSI Low/Mod Plant Hydrozones: 0 100 cubic feettyear NIA FEET OF MAINLINE: NIA 1 11 0.0 PSI Medium Plant Hydrozones: 80 100 cubic feettyear 1.5" 2 -90 DEGREE ELBOWS 16 12 0.6 PSI High Plant Hydrozones: 0 100 cubic feettyear l" REMOTE CONTROL VALVE 16 13 2.5 PSI Water Features: 0 100 cubic feet/year 10% LATERAL LINE LOSS N/A 14 3.0 PSI Other Not Applicable 100 cubic feet/year 10% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15' 0.2 PSI Estimated Annual Total Applied Water Use: 106 100 cubic feettyear 0 ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 0.0 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16) 17 37.4 PSI X 3. EATAWU < MAAWA THE SHOPS ON PRESSURE REQUIRED AT HEAD 18 30.0 PSI X 4. Landscape Design Plan TOTAL PRESSURE REQUIRED (SUM OF#17 AND#18) 19 67.4 PSI STATIC WATER PRESSURE (FROM ABOVE) 20 80.0 PSI X 5. Irrigation Design Plan EL PASEO RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 12.6 IPSI SET PRV OR MCV AT(#19 PLUS 10 PSI) 22 N/A IPSI 6. Grading Design Plan Palm Desert, CA PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 1 23' N/A IPSI 7. Soil Chemical Analysis(optional) Description of Project: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. City of Palm Desert Slap t E r E ro e(IF r he CvWDEtkaZme Vat tr". Cy Dfa pq No,295 3?tour rourd l c:,eir Prlt�i ft>€r�t Irrigation Zones separated b lent material nal L mi capeirid Irric9atrnr ,t m.. i 0- et 5 g pa y p types. Q � , Water Cali Chart a•ep 4-E F�'(:3€E18$t sl Q.€.eF�tfytage r3€r,I3€eynC S rp 3-Eii er values f r the nun l'or of p Ft rnfxter:als in earh eater i,se_ate-,01y The 1,.?Aw any BY) Date: Prepared by: At bf aursa€ awa:F�cals.t-aawd" CVWD ETO Zone I Total Number of Plants 931 Total MWA 74.57 Square Footage Calculations Irrigation System Type Square Footage Estimated Water Use COACHELLA VALLEY WATER DISTRICT Tree&Shrub Square footage Very Low shrubs o Drip . 0 0 LANDSCAPE IRRIGATION WATERANALYSIS 3,15& Low Shrubs FODrip 0 0 PROJECT* The Shops on EI Pasco Turf Spray Square Footage 4777- City of Palm Desert, California Point of Connection# I Low/Mod Shrubs F7777 � 0 0Turf Rotor Square Footage q .......ID ...... .. ...... .. ... . ........ ....._...,. _ ..,.... ... ...... ........ Mod Shrubs $951 Drip 3,047.52 so Waterfeature Still Square Footage 4 .........................._7 _-- -- Project ETn: 57.01 ..^ Mod/HI Shrubs 0 I I]rlp 0 0 .. e Wate6wure Moving Square Footage 0 MAXIMUM APPLIED WATER ALLOWANCE: 1771 High Shrubs 0 0 0 (GALLONS PFR YFAR} Gross Square Footage 3,155 � Drlp Date Description -- Low Trees 3z Bublers 108.4s 1.37 MWA=(ETobc(0.5)x(TotaI Sq. Ft.)x(.62jv(748) 09/19/07 City Submittal ........ ...... ..�... _.............._....................._.. ......... 02/28/08 Ci Submittal Less Allowable Boulder/Cobble x 0.5 x 3,710 x 0.62 / 748 88 CCF Square Footage Low/Mod Trees Bublers 0 a 57 = 03/28/08 City Submittal Boulder and Cobble instructions-if the Mod Trees Bublers� w 0- ---- � ---------- ESTIMATED APPLIED WATER USED: total l amount of �rtuldel. and c i t<p:area, (GALLONS PER YEAR) rti thout plan:rraterial is greater th are a Ks cf ModlHiTrees Bublers 0 0 the tota iar'dx p.d weli it may e�s.�I t� j CWU�ETo)xfPlant f'actorlx(l-lvdmzoneSq Ft j��(7481 .: 0 0 Irrigation Efficient a,lj..,;t tl-le over.a€ landscape.,area. High Trees t3 € Bublers ga y .........,a.-.. --...,.a..3 ,,.-....N,....... ...........-...,.,.,.,..,.,.................,,,.. ..........,.,.....»,............,...,.....,... .,,............,.,.....,.....,...,,.,,,..,w,.,..,...,.,.......,. � Net Square Footage 31156 Total Plants 931 Turf Grass: 57 x 0.7 x 554 x 0.62 I 748 24 CCF Total Tree and Shrub EWU 81.37 0.75 _.._.-...... _.____...._.._..._._ _ Low Water Use Shrub Planting-, Total WaterfeatureEWU 0 L s 57.0 x 0.2 x a ?c 0.62 1 748 0 CCF a Total Turf EWU 0 Date Description Mod WaterUse Shrub Planting: Total Estimate Water Use 81.37 57.0 x 0.5 x 3,027 x 0.62 / 748 = s0 CCF 0.9 Hiih Water Use Shrub Planting: 57.0 x 0.8 x 0 x 0.62 / 748 = 0 CCF 0.9 Low Water Use Tree Planting: 57.0 x 0.2 x 129 x 0.62 / 748 = I CCF 0.9 Controller A IRRIGATION CONTROLLER RUN TIMES .. .... PLANT TYPE! SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIM Mod WaterUse Tree Planting: Days Per Week:. 6 9.9 (HOURS) (HOURS) 57.0 x 0.5 x 0 x 0.62 I 748 =- 0 CCF Shrub and Ground Covers: 0.9 Drip 9.90 0.40 0.49 0,90 0.35 7 2.44 Hi€fi Water Use Tree Planting Trees: .. ..... .. ....... ......... 57.0 x a.x x a x ti.bz � 748 - a CC'F Bubbler Heads 9 90 0.80 3 Otj 0 J0 0 11 6 0.68 9 ... .................................... 0 ... ..... CYCLES PER DAY 1 TOTAL NUMBER OF STATIONS 13 TOTAL RUN TIME IN HOURS FOR DRIP BUBBLERS ONLY. 3.13 TOTAL RUN TIME IN HOURS:: 3,13 MAXIMUM APPLIED WATER ALLOWANCE: 88 CCF Ir (in hundred cubic fuel) --t TOTAL ESTIMATED WATER USE: 106 CGF G/TY OP PALM DESERT (in hundred cubic feet) INSPECT/ON SGHEPULE NOTE REFER TO SHEET L5.05 FOR THE CITY OF PALM A`\�a DESERT'S INSPECTION SCHEDULE. This draw"end the deNpn shown Is the property of MESA Deslpn Assodotm, NO TREES SHALL BE PLANTED WITHIN G.V.W.D. wt'°m"wcon ar ofMESAAIisproir'Po,ie &AanyInfilrpa nftir fta 100 to EASEMENT OR RIGHT-OF WAYS. sctbn•0Copftht2006 MESA NOTE, a NO GONFLICTIN& UTILITIES IN PROJECT AREA. NOTE: IRRIGATION ANY CHANGES TO THE APPROVED PLAN MUST BE 51,15MITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION CALCULATIONS Issue Date: 6 MARCH 2O07 Project No: 26030 0� These plans have been reviewed by the Coachella valley Water District in Reviewed By: WM T accordance with Water Code Title 7,Division 1,Chapter3,Article 10.$,;,t ti9n Drawn By: �+�„� R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CV WD staff does not constitute approval to encroach into district and USBR Rights-of-Way. O Trees,plants,walls,and permanent structure of any land may not be planted or S T R t G installed in CVWD and USBR easements or right-of-way without first obtaining an 0SSA08BB07 encroachment permit from CV WD. sweeney+associates IRRIGATION DESIGN AND CONSULTING DATE WATER MANAGEMENT SUPERVISOR Califomia 38730 Sky Canyon Drive,Suite C L5mO5 M 1.116 . CA p-63 95 CV WD PLAN# DEVELOPMENT SERVICE SUPERVISOR 951.461.6830 p•951.461.6650 f email®sweeneyassoc.com www.sweeneyassoc.com NOT FOR Murrieta,California•Austin,Texas•Ft.Lauderdale,Florida CONSTRUCTION 1807 Ross Ave, SECTION 02810 1.09 Completion PART 3-EXECUTION 3.9 Irrigation Heads and Drip Tubing Suite 333 LANDSCAPE IRRIGATION A.At the time of the pre-maintenance period Inspection,the Landscape Architect,Owner's authorized representative,and governing 3.01 Site Conditions A. Irrigation heads and drip tubing shall be Installed as Indicated on the drawings. Dallas,Texs 75201 PART 1 -GENERAL agencies will inspect the work,and if not accepted,will prepare a list of items to be completed by the Contractor.Punch list to be checked 214.871.0568 tel 1.01 Summary off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting.This checked A.Inspections: 1.Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings. 214.871.1507 fax off list to Indicate that all punch list Items have been completed.At the time of the post-maintenance period or final Inspection the work will A.It Is the intent of the specifications and drawings that the finished system Is complete in every respect and shall be ready for operation be re-inspected and final acceptance will be in writing by the Landscape Architect,Owner's authorized representative,and governing 1.Prior to all work of this section,carefully inspect the installed work of all other trades and verify that all such work is complete to the 2.Riser nipples shall be of the same size as the riser opening In the sprinkler body. www.mesadesigngroup.com satisfactory to the Owner. agencies. point where this installation poi may properly commence. - - ___ __ 3.10 Backflow Prevention Units B.The work shall Include all materials,labor,services,transportation,and equipment necessary to perform the work as indicated on the B.The Owners authorized representative shall have final authority on all portions of the work. 2.Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations,the original design,the drawings,in these specifications,and as necessary to complete the contract. referenced standards,and the manufacturers recommendations. A.Backfiow Prevention Units shall be installed as indicated on the drawings.The backflow prevention unit shall be installed in accordance C.After the system has been completed,the Contractor shall instruct Owners authorized representative in the operation and maintenance with the requirements set forth by local codes. 1.02 Construction Drawings of the irrigation system and shall fumish a complete set of operating and maintenance instructions. B.Discrepancies: 1.The exact location of the backflow device shall be approved by the Landscape Architect or owners authorized representative before A. Due to the scale of the drawings,it Is not possible to Indicate all offsets,fittings,sleeves,etc.which may be required.The Contractor D.Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owners satisfaction 1.In the event of discrepancy, Immediately notify the Landscape Architect or Owners authorized representative. installation. shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly,furnishing such by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, fittings,etc.as may be required to meet such conditions.Drawings are generally diagrammatic and indicative of the work to be installed. paving or other improvements of any kind as a result of the work. 2.Do not proceed with Installation In areas of discrepancy until all discrepancies have been resolved. 2.The contractor shall be responsible for the testing and certification of the backflow device for proper operation. Testing and The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting,and architectural features. certification shall be performed by a state qualified backflow tester. 1.10 Guarantee C.Grades: B.All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the 3.11 Miscellaneous Equipment specifications.When an Item Is shown on the plans but not shown on the specifications or vice versa, It shall be deemed to be as shown A.The entire sprinkler system,including all work done under this contract,shall be unconditionally guaranteed against all defects and fault 1.Before starting work,carefully check all grades to determine that work may safely proceed,keeping within the specified material depths on both.The Landscape Architect shall have final authority for clarification. of material and workmanship,including settling of backfilled areas below grade,for a period of one(1)year following the filing of the with respect to finish grade. A. Install all assemblies specified herein according to the respective detail Notice of Completion. drawings or specifications,using best standard practices. Gzk=�� C.The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, 2.Final grades shall be accepted by the City of Palm Desert Public Works Inspector and Landscape Architect before work on this section B. Install devices such as rain sensors,master valves,basket strainers and flow sensors as indicated on the drawin s and a 9 s grade differences or discrepancies in area dimensions exist that might not have been considered in engineering.Such obstructions or B.Should any problem with the irrigation system be discovered within the guarantee period,it shall be corrected by the Contractor at no will be allowed to begin. recommended by the manufacturer. differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not additional expense to owner within ten(10)calendar days of receipt of written notice from Owner.When the nature of the repairs as performed,the Irrigation Contractor shall assume full responsibility for any revision necessary. determined by the Owner constitute an emergency(i.e.broken pressure line)the Owner may proceed to make repairs at the Contractors D. Field Measurements: 3.12 Flushing the System expense.Any and all damages to existing improvement resulting either from faulty materials or workmanship,or from the necessary 1.03 Quality Assurance repairs to correct same,shall be repaired to the satisfaction of the owner by the Contractor,all at no additional cost to the Owner. 1.Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design.Contractor shall A.Prior to installation of irrigation heads,the valves shall be opened and a full head of water used to flush out the lines and risers. coordinate the installation of all Irrigation materials with all other work. A.Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who C.Guarantee shall be submitted on Contractors own letterhead as follows: B.Irrigation heads shall be installed after flushing the system has been completed. shall be thoroughly familiar with the type of materials being installed and the manufacturers recommended methods of Installation and 2.All scaled dimensions are approximate.The Contractor shall check and verify all size dimensions prior to proceeding with work under who shall direct all work performed under this section. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM this section. 3.13 Adjusting the System B. Manufacturers directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract We hereby guarantee that the sprinkler irrigation system we have fumished and installed is free from defects in materials and 3.Exercise extreme care In excavating and working near existing utilities.Contractor shall be responsible for damages to utilities,which A.Contractor shall adjust valves,align heads,and check the coverage of each system prior to coverage test. furnish directions covering points not shown in the drawings and specifications. workmanship,and the work has been completed in accordance with the drawings and specifications,ordinary wear and tear and unusual are caused by his operations or neglect. Y P 9 abuse,or neglect excepted.We agree to repair or replace any defective material during the period of one year from date of filing of the B. If it is determined by the Landscape Architect,Owners authorized representative or City of Palm Desert that additional adjustments or C.All local, municipal,and state laws,rules and regulations governing or relating to any portion of this work are hereby incorporated into Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional E.Diagrammatic Intent: The drawings are essentially diagrammatic.The size and location of equipment and fixtures are drawn to scale nozzle changes will be required to rovideproper coverage,all necessary changes or adjustments, 9P ry 9 1 ts,as approved by the City of Palm r and made a part of these specifications,and their provisions shall be carried out by the Contractor.Anything contained In these cost to the owner.We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the where possible.Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid Desert shall be made prior to any planting. specifications shall not be construed to conflict with any of the above rules and regulations of the same.However,when these event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner,we authorize obstructions or conflicts with other work at no additional expense to Owner. specifications and drawings call for or describe materials,workmanship,or construction of a better quality,higher standard,or larger size the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon C.The entire system shall be operating properly before any planting operations commence. Ithan Is required by the above rules and regulations,the provisions of these specifications and drawings shall take precedence. demand. F.Layout: D.Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the D.All materials supplied for this project shall be new and free from any defects.All defective materials shall be replaced immediately at no PROJECT NAME: 1.Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of valves and automatic controller. manufacturer. additional cost to Owner. PROJECT LOCATION: 2.Layout Irrigation system and make minor adjustments required due to differences between site and drawings.Where piping is shown 3.14 Testing and Observation E.The Contractor shall secure the required licenses and permits including payments of charges and fees,give required notices to public on drawings under paved areas,but running parallel and adjacent to planted areas,Install the piping In the planted areas. authorities,verify permits secured or arrangements made by others affecting the work of this section.State of California licensed CONTRACTOR NAME: A.Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed,tested and accepted by contractor is recommended. ADDRESS: G.Water Supply: Connections to,or the installation of,the water supply shall be at the locations shown on the drawings.Minor changes the Landscape Architect,Owner,and governing agencies. 1.04 Submittals caused by actual site conditions shall be made at no additional expense to Owner. TELEPHONE: B.The Contractor shall be sole responsibleTHE H.Electrical Service: solely po nsible for notifying the Landscape Architect,Owner,and governing agencies,a minimum of 48 SHOPS SIGNED: A. Materials List: hours in advance,where and when the work Is ready for testing. 1.Connections to the electrical supply shall be at the locations shown on the drawings.Minor changes caused by actual site conditions C.The Contractor shall furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from 1.After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site,submit to the DATE: shall be made at no additional expense to Owner. the plans,or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate,without bringing EL PASEO Owner a complete list of all irrigation system materials,or processes proposed to be furnished and installed as part of this contract. this to the attention of the Landscape Architect.This test shall be accepted by the Landscape Architect and accomplished before starting 2.Contractor shall make electrical connections to the irrigation controller.Electrical power source to controller locations shall be provided any planting. 2.The submittals shall include the following Information: PART 2-MATERIALS by others. Palm Desert, CA a.A titre sheet with the Job name,the contractors name,contractors address and telephone number,submittal date and submittal 2.01 Summary 3.02 Trenching D. Final planting Inspection will not commence without record drawings as prepared by the Irrigation Contractor. Elm�� ' number. Use only new materials of the manufacturer,size and type shown on the drawings and specifications.Materials or equipment Installed or 3.15 Maintenance furnished that do not meet Landscape Architects,Owners,or governing agencies standards will be rejected and shall be removed from A.Excavations shall be straight with vertical sides,even grade,and support pipe continuously on bottom of trench.Trenching excavation b.An index sheet showing the item number(i.e. 1,2,3,etc.);an item description(i.e.sprinkler head);the manufacturers name(i.e.Hunter the site at no expense to the Owner. shall follow layout indicated on drawings to the depths below finished grade and as noted.Where lines occur under payed area,#rase During the 90 day maintenance period the Cesrrtractcrr shall adjust and rrtairrtairr the irrigation system in a fully operatlortai condition Industries);the Item model number(I.e.1-40-ADV/36V);and the page(s)in the submittal set that contain the catalog cuts. dimensions shall be considered below subgrade. providing complete irrigation coverage to all intended plantings. 2.02 Pipe c.The catalog cuts shall be one or two pages from the most recent manufacturers catalog that indicate the product submitted.Do not B.Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. 3.16 Completion Cleaning submit parts lists,exploded diagrams,price lists or other extra information. A.Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC.Piping shall conform to ASTM D2241. C.Provide minimum cover of 18 inches for control wires. Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site,all walks and d.The catalog cuts shall clearly Indicate the manufacturers name and the item model number.The Item model number,all specified B.Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL.200 solvent weld PVC paving shall be broomed,and any damage sustained on the work of others shall be repaired to original conditions. options and specified sizes shall be circled on the catalog cuts. conforming to ASTM D1785. D. Provide minimum cover of 36 Inches on pressure supply lines under vehicular travel ways. 11 e.Submittals for equipment Indicated on the legend without manufacturer names,or"as approved",shall contain the manufacturer,Class 2.03 Metal Pipe and Fittings E.Provide minimum cover of 12 Inches for non-pressure lines.F.Pipes installed in a common trench shall have a 4-inch minimum space END OF SECTION or Schedule,ASTM numbers and/or other certifications as indicated in these specifications. between pipes. A. Brass pipe shall be 85 percent red brass,ANSI, IPS Standard 125 pounds,Schedule 40 screwed pipe. � f.Submittal format requirements: 3.03 Backfilling B.Fittings shall be medium brass,screwed 125-pound class. I.Submittals shall be provided as one complete package for the project.Multiple partial submittals will not be reviewed. A.Backflll material on all lines shall be the same as adjacent soil free of debris,litter,and rocks over 1/2 Inch in diameter. C.Copper pipe and fittings shall be Type"K"sweat soldered. ii.Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. B.Backfill shall be tamped in 44nch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of 2.04 Plastic Pipe and Fittings the pipe.Backflll materials shall be sufficiently damp to permit thorough compaction,free of voids.Backflll shall be compacted to dry IMMEM III.Submittal package shall have all pages numbered in the lower right hand comer. Page numbers shall correspond with submittal index. density equal to adjacent undisturbed soil and shall conform to adjacent grades. CITY OF PALM DESERT A.Pipe shall be marked continuously with manufacturers name,nominal pipe size,schedule or class,PVC type and grade,National 1 3.The Landscape Architect or Owners authorized representable will allow no substitutions without prior written acceptance by the City of Sanitation Foundation approval,Commercial Standards designation,and date of extrusion. C.Flooding trenches in lieu of tamping Is not allowed. Palm Desert.No changes without City approval. accordance CONSERVATION STATEMENT B.All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordanceance with ASTM D2672,ASTM D2241 or ASTM D. Under no circumstances shall truck wheels be used to compact backflll. 1 4. Manufacturers warranties shall not relieve the Contractor of his liability under the guarantee.Such warranties shall only supplement the D1785. guarantee. C.All solvent weld PVC fittings shall be standard weight Schedule 40(and Schedule 80 where specified on the irrigation detail sheet)and E.Provide sand backflll a minimum of Inches over and under all piping under paved areas. THE LANDSCAPE AND IRRIGATION DE51614 INCLUDED IN THIS LANDSCAPE � `� 5.The Landscape Architect or Owners authorized representable will not review the submittal package unless provided in the fornat shall be injection molded of an improved virgin PVC fitting compound.Slip PVC fittings shall be the"deep socket"bracketed type. 3.04 Piping PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Date Description described above. Threaded plastic fittings shall be injection molded.All tees and ells shall be side gated.Ali fillings shall conform to ASTM D24M and THE PLANTING W DESIGN LGES DESERT PLANTS COMPATIBLE WITH LOW ATER ASTM D2466. A.Piping under existing pavement may be installed by jacking,boring,or hydraulic driving.No hydraulic driving is permitted under asphalt 09/19/07 City Submittal B.substitutions: ,USAGE AND THIS DESIGN MEETS THE CITY O� R J�PALM DESERT'S WATER 02/28/08 City Submittal 1.If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the Irrigation D.All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. pavement. REGU I REMEN'T S. drawings and specifications,he may do so by providing the following information to the Landscape Architect or Owners authorized B.Cutting or breaking of existing pavement is not permitted. 03/28/08 City Submittal representable for approval.No changes or substitutions without City approval. E.All solvent cementing of plastic pipe and fittings shall be a two-step process,using primer and solvent cement applied per the manufacturers recommendations.Cement shall be of a fluid consistency,not gel-like or ropy.Solvent cementing shall be in conformance C.Carefully inspect all pipe and fittings before installation, removing dirt,scale,burrs,and reaming. Install pipe with all markings up for 2.Provide a written statement indicating the reason for making the substitution. with ASTM D2564 and ASTM D2855. visual inspection and verification. CERTIFICATE OF PROJECT C�MPLETI�N 3.Provide catalog cut sheets,technical data,and performance information for each substitute item. F.When connection is plastic to metal,female adapters shall be hand tightened,plus one turn with a strap wrench.Joint compound shall D. Remove all dented and damaged pipe sections. Project Name,_________________ Parcel Map or Tract No.,_________________ be non-lead base Teflon paste,tape,or equal. 4.Provide In writing the difference In installed price if the Item Is accepted. E.All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. Project Locatlon,-------------------------------------------------- 2.05 Valves 1.05 Existing Conditions A.Ball Valves F.Parallel lines shall not be Installed directly over each other. Maximum Water Allowance, A.The Contractor shall verify and be familiar with the locations,size and detail of points of connection provided as the source of water, G. In solvent welding,use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturers (In hundred cubic feet) electrical supply,and telephone line connection to the irrigation system. 1.Ball valves shall be of the manufacturer,size,and type Indicated on the drawings. recommended methods including wiping all excess solvent from each weld.A low solvent welds at least 15 minutes setup time before B. Irrigation design Is based on the available static water pressure shown on the drawings.Contractor shall verify static water on the 2.Ball valves shall be constructed of PVC and shall be fully ported.Ball valves shall have threaded connections. moving or handling and 24 hours curing time before filling. Estimated Total Annual Water Use, project prior to the start of construction.Should a discrepancy exist,notify the Landscape Architect,Owners authorized representable H.PVC r shall be installed In a manner,which will provide for pipe p expansion and contraction as recommended by the pipe manufacturer. (in hundred cubic feet) �� and City of Palm Desert prior to beginning construction. 3.All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. j 1.Centedoad all plastic pipe prior to pressure testing. Preliminary Project Documentation Submitted, (initials Indicates submittal) /, C.Prior to cutting into the soil,the Contractor shall locate all cables,conduits,sewer septic tanks,and other utilities as are commonly C.Automatic Control Valves: Date Description encountered underground and he shall take proper precautions not to damage or disturb such improvements.If a conflict exists between J.All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. such obstacles and the proposed work,the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for 1.Automatic control valves shall be of the manufacturer,size,and type indicated on the drawings(see sheet IL-1). _____1. Grading design plan relocations.The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. K.For plastic-to-metal connections(for example:Detail"C"-Master Control Valve),work the metal connections first.Use a non-hardening 2.Automatic control valves shall be electrically operated. pipe dope an all threaded plastic-to-metal connections,except where noted otherwise.All plastic-to-metal connections shall be made with _____2. Landscape design plan D.The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. plastic female adapters. Contractor shall repair,at his own cost;all damage resulting from his operations or negligence. 2.06 Valve Boxes _____3. Irrigation design plan 3.05 Controller E.The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. A.Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. __4. Irrigation schedules A.The exact location of the controller shall be approved by the Landscape Architect or Owners authorized representative before __ F.The Contractor shall verify and be familiar with the existing irrigation systems In areas adjacent to and within the Project area of work. B.The valve box cover shall be tan color in decomposed granite and secured with a hidden latch mechanism or bolts. installation.The electrical service shall be coordinated with this location. Post Installation Inspectlon, (Initials Indicate completion) G.The Contractor shall protect all existing irrigation systems,in areas adjacent to and within the project area of work,from damage due to C.The cover and box shall be capable of sustaining a load of 1,500 pounds. B.The Landscape Contractor shall be responsible for the final electrical hook up to the Irrigation controller. his operations. _____A. Plants Installed as specified D.Valve box extensions shall be by the same manufacturer as the valve box. C.The irrigation system shall be programmed to operate during the periods of minimal use of the design area. H.Contractor shall notify Owners Representative if any existing system Is temporarily shut off,capped or modified.Provide 48-hour _____B. Irrigation systems Installed as designed notice,prior to turning off or modifying any existing Irrigation system. E.The plastic Irrigation valve box cover shall be an overlapping type. 3.06 Control Wiring -----------------I.The Contractor shall repair or replace all existing irrigation systems,in areas adjacent to and within the project area of work,damaged 2.07 Automatic Controller A.Low voltage control virking shall occupy the same trench and shall be installed along the same route as the pressure supply lines Comments,------------------------------------ by the construction of this project.Adjacent Irrigation systems shall be made completely operational and provide complete coverage of the whenever possible. existing landscaped areas.All repairs shall be complete to the satisfaction of the Owners Representative. A.Automatic controller shall be of the manufacturer,size,and type indicated on the approved drawings. U�� B.where more than one wlro Is placed in a trench,the wiring shall be taped together in a bundle at intervals of 10 feet.Bundle shall be A copy of this certlf Icatlon has been provided to Owner/Developer and Dlstrlct 1.06 Inspections B.Controller enclosure shall be of the manufacturer,size,and type indicated on the approved drawings. secured to the mainline with tape at intervals of 20 feet. A.The Contractor shall permit the Landscape Architect and Owners authorized representative to visit and ins COmmentsi_____________________________________________________ Pe Pepact at all times any part of 2.08 Electrical C.All connections shall be of an approved Type and shall occur In a valve box.Provide an 18-Inch service loop at each connection. ;' � MINsa the work and shall provide safe access for such visits. �4 G- +D b A.All electrical equipment shall be NEMA Type 3,waterproofed for exterior Installations. D.An expansion loop of 12 Inches shall be provided at each wire connection and/or directional change,and one of 24 inches shall be _ . 0% ----------------------------------------------------------- B.Where the specifications require work to be tested by the Contractor,it shall not be covered over until accepted by the Landscape provided at each remote control valve. cc: n-f Architect,Owners authorized representative,and/or governing agencies.The Contractor shall be solely responsible for notifying the B.All electrical work shall conform to local codes and ordinances. It Is my opinion that the Work outlined above has been completed In substantlal Landscape Architect,Owner,and governing agencies,a minimum of 48 hours In advance,where and when the work Is ready for testing. E.A continuous run of wire shall be used between a controller and each remote control valve.Under no circumstances shall splices be accordance With Coachella Valley Water District and The City of Palm Desert's Should any work be covered without testing or acceptance,it shall be,if so ordered,uncovered at the Contractors expense. 2.09 Low Voltage Control Wiring used without prior approval from Owners authorized representable. Landscape and Irrigation Guldllnes. cP,, C. Inspections will be required for the following at a minimum: A.Remote control wire shall be direct-burial AWG-UF type,size as Indicated on the drawings,and In no case smaller than 14 gauge. 3.07 Valves '1*� 1.System layout B.Connections shall be of the manufacturer,size,and type as indicated on the drawings A.Automatic control valves,quick coupler,and ball valves are to be Installed In the approximate locations indicated on the drawings. Landscape Architect Signature Date License NO. This drawing and ft dnW Shown Is the prop"of MESA DeMp Associd", ,clown also as MESA.The repmductlon,copying,or use of>hk drwMng wMhout the 2.Pressure test of irrigation mainline(Six hours at 125 PSI or 120%of static water pressure,which ever is greater).Mainline pressure C.Ground wires shall be white In color.Control wires shall be red(where two or more controllers are used,the control wires shall be a B.Valve shall be Installed In shrub areas whenever possible. w thm consent of MESA Is pmhibMsd and any InMngenlerdwa be sutlisctto Mgd loss during test shall not exceed 2 PSI. different color for each controller.These colors shall be noted on the'Record Drawings"plans located on controller door). action.®Copyrtght zoos MESA C. Install all valves as indicated In the detail drawings. o8SA08BBo7 3.Coverage test of irrigation system.Test shall be performed prior to any planting. 2.10 Irrigation Heads and Drip Equipment Sweeney+associates a D.Valves to be Installed In valve boxes shall be installed one valve per box. 4.Final inspection prior to start of maintenance period A. Ir i ation heads and dri emitters shall be of the manufacturer,size, IRRIGATION DESIGN AND CONSULTING 9 P type,with radius of throw,operating pressure,and discharge rate indicated on the drawings. 3.08 Valve Boxes California 5.Final acceptance 38730 Sky Canyon Drive,Suite C B. Irrigation heads and drip emitters shall be used as indicated on the drawings. A.Valve boxes shall be installed In shrub areas whenever possible. Murrieta,CA 92563 D.Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor.Record 951.461.6830 p-951.961.6850 f IRRIGATION drawings must complete and up to date for each site visit. 2.14 Drip Irrigation Equipment B.Each valve boot shall be installed on a foundation of 3/44nch gravel backfill,3 cubic feet minimum.Valve boxes shall be installed with emall®sweeneyassoc.com their tops 1/21neh above the surface of surrounding finish grade In lawn areas and 2 Inches above finish grade In ground cover areas. www.sweeneyassoc.com E.Work that fails testing and is not accepted will be retested.Hourly rates and expenses of the Landscape Architect,Owners authorized A. Drip tubing equipment such as flush valves,air relief valves,wye strainers and pressure regulators shall be of the manufacturer,size, IMurrieta.California•Austin,Texas•Ft Lauderdale,Florida SPECIFICATIONS representable,and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to and type indicated on the drawings. Owner. 1.07 Storage and Handling 2.15 Miscellaneous Equipment G/7Y OF P�4L"M DESERT Issue Date: 6 MARCH 2O07 A. Landscape Fabric: INSP�GT/ON SGH��L.� NOTE Project No: 26030 A.Contractor shall use all means necessary to protect irrigation system materials before,during,and after installation and to protect the These pleas have been reviewed by the Coachella Valley Water District in Reviewed By: WM installation work and materials of all other trades.In the event of damage,immediately make all repairs and replacements necessary to 1.Landscape fabric for valve box assemblies shall be 5.0-oz.weight woven polypropylene weed barrier. Landscape fabric shall have a REFER TO SHEET L5.05 FOR THE CITY OF PALM T E accordance kith W�Code Title t Division Coachella Chapter 3,Article 10ct Section Reviewed a ��++u th8 acceptance of the Landscape Rrrrhitect Brad FAvraer and at no add I roost to the aovraer. t�rxst strength of 22 Psi,a pCrrrctrms strength of 80 .arid cable of cosier how of 12 ge3iiorts per mirruta per square foot DE5ERT'5 INSPECTION 5G>WgIIULE. 65597 et seq.requiring efficient landscape and irrigationy S n design in cooperation with the local governing agency(City or County)."Approval of this thawing by CVWD B. Exercise care in handling, loading,unloading,and storing plastic pipe and fittings under cover until ready to install.Transport plastic 2.Type:DeWitt Pro 5 Weed Barrier or approved equal. NO TREES SHALL BE PLANTED WITHIN G.V.W.D. staff does not constitute approval to encroach into district and USBR Rights-of-Way. EASEMENT OR RIGHT-OF WAYS. O Trees,plants,walla,and permanent structure of any kind may not be planted or Ez�� pipe only on a vehicle with a bed long enough to alk„nr the pipe to lay flat to avoid undue bending and concentrated external load. /S T R � C B. Equipment such as flow sensors,flush valves,and master valves shall be of the manufacturer,size and type indicated on the drawings. installed in CVWD and USBR casements or right-of-way without first obtaining an 1.08 Cleanup and Disposal encroachment permit from CVWD. A. Dispose of waste,trash,concrete,masonry and debris in accordance with applicable laws and ordinances and as prescribed by NO CONFLICTING UTILITIES IN PROJECT AREA. DATE WATER MANAGEMENT SUPERVISOR authorities having jurisdiction.Bury no such waste material and debris on the site.Burning of trash and debris will not be permitted.The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. L5mO6 NOTE: CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR B.At the time of completion the entire site will be cleared of tools,equipment,rubbish,concrete,masonry and debris which shall be ANY GHAN&ES TO THE APPROVED PLAN MUST BE disposed of off-site in a legal disposal area. SUBMITTED IN WRITING TO THE CITY OF PALM NOT FOR DESERT FOR APPROVAL PRIOR TO INSTALLATION CONSTRUCTION