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Home My WebLink AboutWestfield Palm Desert_1 `a Y, F tls Fes. } ABBREVIATIONS SHEET INDEX � Y FINISH SCHEDULE KEYNOTES SITE FURNITURE SCHEDULE O f ALI --- KEY ITEM MANUFACTURER COLOR/MATERIAL FINISH COMMENTS KEY MATERIAL COLOR FINISH COMMENTS KEY ITEM ABS ACIYLONITRILE BUTADIENE STYRENES-�01 �OVEF��NEETr ' INV; SILVESTRI SIZE: 3'-8" D, CONTACT: THOM REISTETTER < LESS THAN N` 001 POT 1 FIBERGLASS - 01 STONE TILE MOLGANO FLAMED EMSER TILE (323-650-2010). CAST-IN-PLACE PAVING > GREATER THAN L-1 .01 HARDSCAPE PLAN � 0 CALIFORNIA, INC. (323-277-4420). AD AREA DRAIN L-1 .02 HARDSCAPE ENLARGEMENT 'Z840H1GH10' II' Palm N*@M CA.92200 SELF-WATERING PLANTER _ - CONTACT: CHRIS SLAGLE (800-542-2882). p2 STONE INCA GOLD SANDBLAST EMSER TILE, FOR USE IN MALL a TILE PAVING ADJ ADJACENT L-1 .03 HARDSCAPE ENLARGEMENT (780)348-2121 IRRIGATION SYSTEM TECHNOLOGY < TILE—LIMESTONE EXTERIOR. AFG ABOVE FINISH GRADE L-1 .04 HARDSCAPE ENLARGEMENT MODEL ALT ALTERNATE WESTFIELD DESIGN & 03 STONE TILE— GIALLO ANTICO FLAMED EMSER TILE RAISED DECK WITH TREX SURFACE G ANGLE L-2.01 HARDSCAPE DETAILS CONSTRUCTION CWM-1714-3K-CRT - GRANITE APPROX APPROXIMATE AC ASPHALT CONCRETE L-2.02 HARDSCAPE DETAILS 11601 Wilshire Boulevard, 11th Floor 002 POT 2 SILVESTRI FIBERGLASS _ SIZE: 5'-0" DIAMETER. 04 STONE RED TRAVERTINE TUMBLED EMSER TILE 4� VEHICULAR PAVING, SEE CIVIL. ASTM AMERICAN SOCIETY FOR L-2.03 HARDSCAPE DETAILS Los Angeles, California 90025-1748 CALIFORNIA, INC. TILE-LIMESTONE TESTING MATERIALS Telephone 3104784456 SELF-WATERING PLANTER STONE TILE- @ AT L-3.01 IRRIGATION PLAN Facsimile 3104784468 IRRIGATION SYSTEM TECHNOLOGY - - SEE DETAIL 13/L4.02 FOR IRRIGATION. 05 GRANITE TIGER YELLOW FLAMED EMSER TILE EXISTING PAVING TO REMAIN BC BEGINNING OF CURVE L-3.02 IRRIGATION LEGEND BFP BACKFLOW PREVENTION UNIT L-3.03 WATER CALCULATIONS THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE MODEL # CONTACT: STOCK BUILDING O BM BENCH MARK ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S 06 TREX BRASILIA CAYENNE — 6 CURB, SEE CIVIL. PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS CWM-2194-3K-CRT SUPPLY (310-881 -2000). BS BOTTOM OF STEP L-4.01 PLANTING PLAN FOREUSELODESIGN ANDN THE SPECIOIEDRPROJECTTONLYHAND SHALLE ENDRAWING ARE OT BE USED ROMAIN TERRA ROYAL MOSA. CONTACT: GERLAND BW BOTTOM OF WALL L-4.02 PLANTING DETAILS OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 003 POT 3 SILVESTRI FIBERGLASS - SIZE: 3'-0" SQUARE. 07 CERAMIC TILE SMOOTH/V ROLLED CURB, SEE CIVIL. B/W BOTH WAYS CALIFORNIA, INC. AVALON BEIGE KENNEDY (949-322-8068). CB CATCH BASIN L-4.03 PLANTING DETAILS SELF-WATERING PLANTER ROMAIN TERRA CL CENTER LINE Registration No. DSC TECHNOLOGY — _ 08 CERAMIC TILE AVALON BEIGE ROUGH/RL ROYAL MOSA SEAT WALL CC CENTER TO CENTER L� BE �° IRRIGATION SYSTEM CJ CONTROL JOINT MODEL # ROMAIN TERRA CLF CHAIN LINK FENCE CWMR-1 1 14-3K-CRT - 09 CERAMIC TILE AGATE GREY SMOOTH/V ROYAL MOSA RETAINING WALL CLR CLEAR '� to CO CLEAN OUT 004 COR-TEN STEEL _ COR-TEN STEEL - - 1 p STONE INCA GOLD HONED EMSER TILE, FOR USE IN MALL 10 PLANTER CURB CONC CONCRETE 31°08 0 FIREBOWL MODEL TILE—LIMESTONE INTERIOR. CONST CONTINUOUSRUJ, 5%4%2007 54LL CONTACT: QUICK CRETE SEE PLANTING PLANS. CONT CUBIC FOOTr�18 OF CA�I�4$ 1 1 PRECAST CONCRETE NATURAL MED SANDBLAST (951 -737-6240). 1 1 PLANTING AREA, CSP CORRUGATED STEEL PIPE SEE LIGHTING DRAWINGS FOR MORE RETARDED, TRADEMARK CONCRETE, CONTACT: CY CUBIC YARD 005 LIGHT COLUMN LUMEC - - 12 CONCRETE NATURAL 12 COBBLE BERM DF DRINKING FOUNTAIN INFORMATION. TOPCAST 15 LANCE BOYER (805-642-2441 ) DG DECOMPOSED GRANITE SILVESTRI _ >> >_ 13 DETECTABLE DARK GRAY (FEDERAL _ ARMOR-TILE, CONTACT: JEFF SEE FOUNTAIN DRAWINGS DET DETAIL Consultants 006 POT 4 CALIFORNIA INC, FIBERGLASS SIZE. 8 0 WIDE X 1 9 DEEP. WARNING TILE COLOR NO. 36118) MENDEZ (800-682-2525). 13 WATER FEATURE, . DIA or ODIAMETER DRP DEPARTMENT OF RECREATION & PARKS SELF-WATERING PLANTER _ _ _ <3> CONCRETE NATURAL SMOOTH TROWEL - 14 CANOPY, SEE ARCHITECTURE. EA EACH IRRIGATION SYSTEM: TECHNOLOGY EC EN 0 CURVE CUSTOM MODEL EJ EX ANSION JOINT 15 NOT USED — — — 15 CABANA, SEE ARCHITECTURE. ELEV ELEVATION I EQ EQUAL EX EXISTING •00* 8729 Washington Blvd 16 COR-TEN STEEL NATURAL NATURAL 1/4" THICK 16 SEATING NICHE, SEE ARCHITECTURE. FB FIELD BOOK C� E. Culver City, CA 90232 __ __ FL FLOWLINE .! t 1310.838.0448 URBAN _ THE WAKEFIELD COMPANY: RYON RICKARD SIZE: 4"-8" FG FINISH GRADE (AT SOIL) landscape architects I 3 0. 008 BOLLARD: DG-1 ACCESSORIES BRUSHED ALUMINUM 94g-552-1 130 . SEE DETAIL 10/L2.03. 17 ROCK COBBLE DESERT - CONTACT: SOUTHWEST BOULDER 17 BOLLARD FH FIRE HYDRANT ( ) CHOCOLATE FIN FINISH Approvals/Phase: AND STONE (760-328-5877) FS FINISH SURFACE (AT HARDSCAPE) 009 _ _ _ 18 PLANTER BOX FOC FACE OF CURB Plan cheek FOW FACE OF WALL GREENSCREEN WALL CONTACT: GREENSCREEN (800-450-3494), 1 g LAVA ROCK RED - SIZE: 1 -1/2" - 2" 19 TENANT DOOR FT FEET 010 HUNG TRELLIS GREENSCREEN GLOSS GREEN - SEE DETAIL 14/L2.02. CONTACT: FOUNTAINS N SLATE GA GAUGE (386-586-4062). GALV GALVANIZED 51412007 20 MALL ENTRY DOORS GPM GALLONS PER MINUTE HORIZ HORIZONTAL 'NOT FOR CONSTRUCTION' 19 MEXICAN BEACH BLACK - SIZE: 1 " 21 EXTENT OF EXISTING STRUCTURE BELOW LOCATION OF COMPACTION TEST,AS INDICATED ON THE PLAN PEBBLES CONTACT: SOUTHWEST BOULDER GRADE Ip INSIDE DIAMETER Key Plan: AND STONE 22 EXPANSION/CONTROL JOINT INV INVERT ELEVATION IN INCH JOIN MATCH EX ADJACENT GRADE 2p DECOMPOSED DESERT GOLD - SIZE: 3/8" MINUS WITH 1 1 % 23 SAWCUT/SCORE JOINT BOTH HORIZ & VERT Na�'o GRANITE FINES, CONTACT: SOUTHWEST JT JOINT 4 BOULDER AND STONE LB or # POUND 24 COLD JOINT LF LINEAL FEET MAX MAXIMUM ' 21 CRUSHED ROCK 'DESERT _ SIZE: 3 8" O MHG MAINTENANCE MANUFACTURER HOLE / 25 BUILDING, SEE ARCHITECTURE. -- CHOCOLATE CONTACT: SOUTHWEST BOULDER AND STONE MIN MINIMUM 26 BUILDING COLUMN, SEE ARCHITECTURE. MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER 27 GREEN SCREEN NTC NOTICE TO CONTRACTORS N NTS NOT TO SCALE CURB RAMP WITH DETECTABLE WARNING OC ON CENTER CONSTRUCTION NOTES 28 TILE, SEE CIVIL. OD OUTSIDE DIAMETER No. Revision Date PA PLANTING AREA I-'-I A. WRITTEN SPECIFICATIONS ARE A PART OF THESE CONSTRUCTION 29 NEW TRANSFORMER/SWITCHGEAR SEE PB PULL BOX �- > ELECTRICAL. PL PROPERTY LINE Q Q DOCUMENTS. DRAWINGS DO NOT CONTAIN ALL INFORMATION POC POINT OF CONNECTION — PARK VIEW DR. CD NECESSARY FOR CONSTRUCTION. 30 AREA DRAIN, SEE ARCHITECTURAL. POD POINT OF DIMENSION Q o J O PP POWER POLE m B. VERIFY LIMITS OF WORK, PROPERTY LINES AND LOT LINES BEFORE PRC POINT OF REVERSE CURVE r�� `�I STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO 31 FOUNTAIN VAULT, SEE ARCHITECTURAL. PSI POUNDS PER SQUARE INCH r — j OFF-SITE PROPERTY. PVC POLYVINYL CHLORIDE r r ' r ' � QCV QUICK COUPLER VALVE �r Jrr� Q � C. VERIFY LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND 32 BUILDING EDGE R RADIUS 1 1 th AUE• STRUCTURES BEFORE STARTING WORK. CONTRACTOR IS RESPONSIBLE RCP REINFORCED CONCRETE d > U CC FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID RCV REMOTE CONTROL VALVE Q UTILITIES. 33 COLUMN GRIDLINE RPB REDUCED PRESSURE BACKFLOW DEVICE Q < w ww SD STORM DRAIN �- =ram > C/_)> D. ANY EXISTING MATERIALS DAMAGED DURING CONSTRUCTION ARE TO 34 SHT SHEET � CATALINA �Q AVE. BE REPLACED AT THE CONTRACTOR'S EXPENSE. LIGHT COLUMN SEE LIGHTING O . SL STREET LIGHT Q U ¢ GUADALUPE AVE. SPEC SPECIFICATIONS E. ALL WORK IS TO COMPLY WITH APPLICABLE CODES. 35 SEATING, SEE ARCHITECTURAL FURNITURE SS SANITARY SEWER Q �O z SCHEDULE. — � �� >_ SSPWC WORKS C CONSTRUCTION N FOR PUBLIC Q w F. NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK TO Q 17� /WESTFIELD COORDINATE OBSERVATION SCHEDULES. SEE SPECIFICATIONS FOR 36 PAVEMENT STRIPING, SEE CIVIL. SF SQUARE FEET — y LLJ SAN GORGONIO REQUIRED NOTIFICATION POINTS AND SCHEDULING. TIC TOP OF CURB Q s SHOPPINGTOWN TB TOP OF BENCH O WAY G. COORDINATE CONDUIT, SLEEVES AND EMBEDMENTS PRIOR TO ANY TBR TO BE REMOVED — n HARDSCAPE CONSTRUCTION. TD TOP DECKING SYMBOLS TG TOP OF GRATE 0 STATE HWY, ill H. DIMENSIONS ARE FROM OUTSIDE FACE OF PAVING, WALLS, ETC., TS TOP OF STEP — TW TOP OF WALL r EL PASEO UNLESS OTHERWISE NOTED. KEYNOTE !� TYP TYPICAL — I. LOCATIONS OF FEATURES NOT SPECIFICALLY DIMENSIONED MAY BE VERUNO UNLESS NOTED OTHERWISE 0 <v' DETERMINED BY SCALE. CONTACT LANDSCAPE ARCHITECT WHERE VERT VERTICAL � FINISH KEY A> WIVI WATER W/ WITH 0 CONFLICTS OCCUR. — ILAHAYA O WWM WELDED WIREMESH 0 STD JOSHUA TREE ST. W J. SLOPE SURFACES AND GRADES AWAY FROM BUILDINGS. FURNISHINGS O 0 q HEDGEHOG cry K. INSTALL EXPANSION/CONTROL JOINTS AS SHOWN ON PLANS AND DETAIL X DETAIL # WHEREVER PAVING ABUTS ANY VERTICAL SURFACE. Q — c� LX.X 0 SHEET # WESTFIELD SHOPPINGTOWN ST` � � �� z SEALANT OF EXPANSION JOINTS. RECEIVED PALM DESERT MALL o IRONWOOD ST. L. SAND THE --- DIRECTION 0 72-840 HIGHWAY 111 m X ELEVATION # 0 PALM DESERT, CA 92180 Q M. SEE ARCHITECTS DRAWINGS AND SPECIFICATIONS FOR ELEVATION MAY - 7 tar/ — E WATERPROOFING AND WATERPROOFING PROTECTION. LX.X SHEET # Cx N VICINITY MAP N. VERIFY THAT WATERPROOFING IS COMPLETE AND WATERTIGHT PRIOR PUBLIC WORKS DEPARTMENT TO PAVEMENT INSTALLATION. X ELEVATION # CITY OF PALM DESERT Sheet Title NOT TO SCALE SECTION LX.X SHEET # COVER SHEET Ci OF �ry,�.._qI.1 PESE iT OI �EEPA'l1 rat nVT OF CC�9�P MUNiTY DEVELOPMENT APPF�dVED KAGE F1NAt.LMDSCAM APPROVED BY: p� • L C.C..XS.NO _ STEAFF LETTER UP r�o. ❑�,RCACTa N oR Job No. Date Scole nn5/4/2007 N/A � `date 0 N CC" TI^tti s4&1 L Cn""'".FENCE WITHIN LL L0801 a L �f L 1 .02 x - PAL { s__ f : 72840 C I HIGHIAY 111 Palm Desert,CA.82280 (780)346-2121 I WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California90025-1 748s: Telephone 310 478 4456 _ Facsimile 310 478 4468 DN THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S _ 17. I PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT g Re istratlon No. I xtip,NDS Cqp�, �— _ — _ - - — 31 08 5/4/2 0 0F cAtii�°4 I Z } I ;. I Consultants 33 TYP. 25 I :: I 25 4.7 � - - _ _ I -- -------- 8729 Washington 23 - u ver A 9 .i t 310.83 .0448 15 I landscape architects f 1310.204.2664 I �.. 22 �.O -- — — — — — — -- —�-- — — : Approvals/ i Phase: (TYP OF 3) 27 w 1 n 1..nec1( I 1 12 ,. I s/412007 I L _ 1 _- - _ ~. NOT FOR CONSTRUCTION n 1 9 - L2.02 Key_ K Pan: `�. 6.3 — I — — — I 33 n — — a (nP) 6.5 j21 v. /o _ a. ,o = - - --H - _ _ - • i s- T2.03 \01,0 r------------- 41 7. 5 .e i �. - X Q < o, - / Q o -- _ _ 7N _ _ _ ,A _ _. . I RevisionDate a < 8 ' °LIT - -- - -- ` I —20 0" LA 8.3 _ 8.4 s c ' 4 . . 0 r. ° fi __... _. _ _ r r rrr , <. .... - .. ..-- - '-- - _ -`—"•-- —.. .,-..._,...,_, .,,...._._,_,_ .' Qa \O, 8.7 12 6 11 28 \\� rr g 8.9 r rr ! r' I ✓ \ r yr 1 rf 1 MMMM000 r f`! ! 11 )'r06 `\ i rr Al A2 ��. a `�~ B �. • . • . . . . G. H H . 3 K K.2 .4 RECEIVED ```,,y `,\ r,r I rr ` ice•, '` MAY - 7 2007 rr rr rrr 6 �\ Q E !�! r r`r j r'`r ~�'+ r rrr , ~ o r` ' i r'r ' a �`: i� �` PUBLIC WORKS DEPARTMENT rn / f er I rr r rr 1 ri I . DESERT 0 1 a I rr i 1 C I EY OF PALM .. ! / rr ! ,. +,, r.'' ! ,,,, •,,, } rrr ,• �,� I � , o /1( /f !ff ' rA 'rrlr.^ ,r'' ��`'1 ,.' r ! r'`r (�'`•, .rr'rrr � ,,.''rrr , a�`'.i, \`� ,, Sheet Title d HARDSCAPE 0 PLAN 0 d U Job No. Date Scale SCALE: 1 /16 = 1 '--0" 110 51412W AS NOTED 0 15 0 8' 16' 32' 64' L1001 d a r �- .-H�01"-4--)) � �1� �1-� ��11, "DD- �� I -� --I � �-I --� -,��,/-I�"@'- I-.0�-...1..��I .----�---(-I--,\\D-\I I(II\--I4 E-1 dIII-v�IIi.III�iI,I..I�.:.�I�IIII.III1I�II..I.:II.I�II:�I1I. -1 0L-.'..,--.--I-1,.--,:1�'�-II.---"---�-.---1-,-'-'1-.,.--:"--:---,�1�-1"1�'1.,-1-1.-�-�,.-:",-'�.::�:�''"1,4",:�:',�-I�I'-�,.'.r':��,.�'",""-%'.-I4�I��.'".'"II,7',z��'.�.I,"*'',I,,'I�,�,�'�,,,.I�"'.I��",Ti�.�I I-�:"1",II-%11-�'I,..�.�'�I1�'."�A�,-II�,,'1,��,'�%.I�I,,""%,�-,I,,1�':","-',I�_��,�'""��A.-,.�.�"I,�"","I I.I.II''"''.,-'I"'�'1*'..�',1','"�''-I�"�I'. 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'1, 21!1-1111,- 11 ..�1,%.'�444 �I' { m x,r .9" r.i Kf X:, - x PAVING ENDS AT -mo t �c ' r- \. v � , -- LIMI OF WORK 1�: - ... :�-s 3H� IC II)TIII'I ISII _ _ ._ _ _ __--.- _ _ ._ ._ .. _ _ _._ _ __ _ _ __ 1 _ , - _ _ _ _ _ _ - - \\ \\�\ \, P I Desert.CA 92280 _ - - - - I`` 002 _ _ \ _ -,._ ._.__ _._ . _ _. `. _ _ - _ (780}34g 2121 ` \ ^, - �` ' WESTFIELD DESIGN & __ 7 - \ \ \ ` - \ -_ � . CONSTRUCTION ` " \ \. L2.01 11601 Wilshire Boulevard, 11th Floor __. - -. \ `.., - _ 2 - \ `\ \ Los Angeles, California 90025-1748 .-____ .- - --- \ _._ ._...-._-_. .._ . - : \ \ ,. : Telephone 310 478 4456 -- .. --- -- ` ,� ` I ---. . __ _ __ . _ _... . __ _ - ` Facsimile 310 478 4468 _ \ \ \, Y .° - -- _. - _ ( `\ '\ ._...._.. - THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS HE PROPERTY OF THE \ CT T AR _. _ `, \. `\ __.. -. ._.�."• ERMISSION AND UNLESS THE EPR DDUCT ON CARES HE ARCH TECT'S - - `\ - NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE , '\ \ I FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED . -- --. \ \\ .- --- OUT WRITTEN PERMISSION FROM THE ARCHITECT - \ i \ `\ OTHERWISE WI H , i \ \ R e istration No. _ _ _ __ _ I - _ . _ __ . _ \ - - 5 r L - �S� •A •1 cfl _ _ w r i _ _ \. _ v6 L2 01 \ �� ?� , _._ _. _< -,..__ .__ __ _.-._.__ _. __ _ \\ 13 wre __ _ _. \ \ _ ._ -+ A Rnewat r�au \ OF ---:\'-,l1-,%'L-L,.�-iI1-� --'�-*-"�--.-i-'1'�I--1 �,i--* -.-\-�1--�,- ,1i---:,I-7---.---�,." 1 I1-11s\-."",.':---.-"�-I)-, �-m.,--"-.----\�-- .. "I', .'-."\-1- ,# `fTl� ,, \ - A C _- - - ._._ ._.._ ._. \ 1\ \\ _ -. .-_. ,\ \. _ ,, ,, __ Consultants \\ -- . } , START STRATA TILE PAVING MODULE AT MALL ENTRANCE -: . _ : _: . _ A_ _..- 1 \' '`\, '`\ _ _.. -. _. ._. .__..._ -_ ., THRESHOLD AND REPEAT TOWARD MALL INTERIOR 20 - .- \,\�. \ \ '"�- I _ - _ __ - - - - - - - - _ _ _ _ - - __-_ -_ _. _ __ ....._. _. 729 W in BI .-.I I.----- I -1.I-1---I -H _ _ _ START STRATA TILE PAVING MODULE AT THRESHOLD _. __ -- __ ___ ash ton vd 02 "'xx.�IIII�I��IIIIIII��I .k ._-"--'.-1.F-1---I1--�I---�-�--1'- --.-1----1.-,_-'I--.---.�.--.----.--1-*'.I1-,'.t-1------."--------I-I�--1\Il7'--II----,.:.".I.-�r-�I1.I�',...-�1'---- --1--.-"-.-,--.-,-.-"'--".--'---I--1"---I-*--'.-_-,I-�,--1--_-- -,'-.-----'-----'1 .-"�.-I\\------\�--_"---------.1:.I\".--1-'-----.-�------_.-�--_----I--...-'.----.-�-I------'--"---..,-----"'---..---�-----.-. 71--l-.1---,1--.\'---"--'.---.-'.,--.-�...'1.,--�.-'.---.---,11. E---'---..-�\�.--.I[-1-,.�".1'"-..I-L,,1-.,---1'-.I\-'. 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SCALE: 1/16" = 1'-0" Job No. Date Scale SCALE: 1 /8" = 1 '--O" In 01412W AsNOTM a i 0 0 N p5 4 F 0 4' 8' 16' 32' 8 a 18'-0" TYP. 22'-2" F �..b m �t = 5 4'-6" TYP. 18'-2" L2.01 SIM 5 F, 11 r/ MATCHLINE - SEE SHEET L1 .02 = �� 3 � � - , .70 Ftr,-%j _ _.. __ _ _ -- .- --- --- --7--- -.Q .,� I - __ I - IPA T \ \_" \ ,� \ \` F ,,-----�---..--�-..-----..-- --. _._____._:,-.__ ..__.........__ 1, - - a �� T C \1, - I . -1 I - A ,.�, 7770_!!T--__1_ -7-1 - 11-1 _____ ___-.7 _7__ , ! t ,, _: - - __. __. _ - _ _... , ,_. _ -. _ _-_ _. .___ . _. \ �s v y __ -- ..._. \ -- _ I \ \ _ . ._ -. __. -_ _. -- _ - .. ___. 72B40 HIGHWAY 111 Pal CA.92 eO -- ' - -- -'-- 11 I- _; _ 11 ; �� m Desert, 2 6.5 1 � " I I � 11 , I C6.5 �--T z , -- . '(V_ . _. �� , _..ter- _ � . -_\ �: 1 17- 2.0 3 __ -- --- _ _ _ __ _.-._ ., I \ _ •• 4 - * . _/ _. __ \ a \ _- _ __ _.. _. _U1-117, __ Z� / CONSTRUCTION 1 . . _ _ _ \ __-,_ _ _ 11601WilshireBoulevard, 1th Floor 21 II / h Angeles, d90025 1748 w _ _ Los e , r __ _ - ._.. _ _ ._ ___ _._ ._. _ __ _. .. -_ _._ _ .._.._- __ ._ __ s,ne __ __ \ \ _ v _ _. 9 ;, "' . - < < _. :<: - - _ _ _ - - __ - __ _ Telephone _ __ __ _ __ I A 3104784456 7li--g = - - . -._ ,_,_ _ Ali _,_ __ _ . ._ w _ _. _. _ _ . ___ _. _„_ _ , _-. _ _, _ ._.... __.1____ Facsimile 3104784468 ,\ J :: I -kCfl y l . _ _ �.. _ __. _. .- .. _ _.. , _-. _ ,_ ,__ _. _ _ .._. _ __ _.. __ _- .__ _ L� 0'4 r n i ( ,1 8 v _ _ .__ __ - -._ __ _ -_ __ ._-_ __ ____ _ ___. .... _.___ _,__ _ , ._.___ ,_ _--_._ _ _, _,. _. __ SIM 11I THIS DRAWING IS AN INSTRUMENT OF SERVICE 15 THE PROPERTY OF THE �• , `� �.1-1-.___....__ ._ _,_ __.____.___.__.._:.__..__ -_.___.__ , \ \ _.___..____ _ ____ . ,, ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S - `''., ,\ - PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S L2.01 _ __ _. _. ___-._ _ ___.._- ___-__ ....__ -_. -_,__ .____ ____ -___-__ ._. _____ _._ _ _----. _ _-_ -..__ .__ _ _ __._ --.___ __..__ a I NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE _. . _.__ :, I _._,,,,,,i._�. -...._...,�.,,�.. �.■_....,.�--�..__�- _.�__..� ---�.,�..--..��- -----.._ ._.. _..._ '\.\ "Q _.__ _..- _.. -- c FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED TYP 33 / . _._.-_ _- _,_.-_.__., __ _ ___...._ _- _._.__ _ ___---_ _ __-__.. ___,..__.,.__._..._...,. _,._-__. .. _ ____-___ .... ____.___- _. __ ._.____,____.. \ . .__ :__, --__:_-- __,-._ OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT .n _ _.___ .--_ __ .. _-, . ..____. f __. _.. __. __ __ __ . ._ - \ , I I _ _ - _ - _ _ . _ _._,__ __ _ __ _ ___ ____-_ _-. -- , - �, .,' _ _ / Registration No.'\ I - __ _ _ _ __ _ 7 . 5 ..... ... ___..._._ -_._ _.. �, -r .9 '� ________ . _____,___ ........ . . - __- _ I I I \\ ,(A " .... .---- - _ _[ -_ � ,I .-, �� __ \. \ \ ., `CPC'a <, 11 ��, --- - ---- .._�__7-"._7,__.'_ -.11.- � ti ` � � / I I !i. - -"'-"----" _...,. _._.._......__._,.._...,...----'- __ .7 _' - ---"-. ..,_..'"" __"_'--___ _.......__ ._- .... ..__. \ , ' <S i': .., _. - -1 I ---A S _ I ' • I {5 - \ - e e'i .� __-. -. ..__._._. .. .....__. _- ._-_._ .._._...._.. .. l k _ __-_ _. . _ --. -- Sim . ,kF ., <y • w _ L 1 / : ____ __ . . -____ _5 __ ___ _ _.- 1 _ _ �� ., \ 0�3'1 08 \\ .,, 1 � 2 0 _ i.2.0 ._ ._ _- � __ _ _ _- 4 - _. _ _. __ _ •_ _-_ _� �� 5/ 07 _.., _ -. - __-' \ .1 I I 11 1 -41 - --"-'.":.---:"---,.:��,-_.__-.-,--_-___,_,_--------------_....-.-- �4 , 0 Nl :o� .I\. 11 .. .: :3, \ -._ \.- --------- __ _ - 11 _,_ . _._ .._._- , __ _... - _ _ _ _ -._ __ -- ., _ _ - _ - 0 1. - -- a \ \ I � / I 3\ 17 � � 1� ,V . 11 11....-.............�,-�..".�-�-11.1-.�,�",-.-�..-��. 1____1_11_.1___.....--"..-"..-,�.,�.�,--"�1-11,�-11.�l---�"--,-,��- ----1-1- �- 'n /�i 0 I 11, \ \ A \ 1 _ _ ___ __ � Consultants 8 . J c . ., I _- .._ __, _. ._ _ -._.._ _._ C, _ - --- - - _ ,I „ _ .._. __. __ .._.. ._... _..._.__. _._ _.. __ ._. _._ ___ _.....__ . , Gi \\ �., 11 __�______________`-1. - , �y - - - _.,.._ _ - - --- _ .. .. _. .....- , .. ....... ... _-. ..- _... -. .- _ - .. .. .- -4... .,. - - \ \ _ _ 1 -_..._.. .,.. .__.__ ._.. _,...........__.-.._ _.__. _._._ _.,_____ _.__._ _....._._.. ..__.._.�..-. � � ...__..__,- - .._. .._._.._. E __.. ._.. _,. .. 1. I [E I I D 8 . 2 a l: a \ __...._.. J 19 .%/ . <: - - - - - - __ ._ _. __ __ _. ..._.._ .- -_ __ ..-__ -_ .- - -- --_ _ __ _ .. u \ ' _. -_ _„-_- -__ ___ __-_____I_ - __ , _ ...- - _ _ __--- -'-- __ .... -_ -. -,- : _ - ._, _. - _ __ .. ___, - _ I I L I 11� �,, - _i� I _ __ __ __ _ __ _ __ _ _ . ...,----,___- -_-,-_." I-F1. 1 . 9 Washin ton Blvd - - .'+ /, 4 ......._,..__-.-.,.____.. .__...__...-.___.....__-.... .._,__.- - .._,.._.__..-._..._.._„-.____...._ ___.__.-_......_.._._..,. _..._..._._.....-,.-._. ___..__._.._ \ .__...,._ .._.._._... _ _.-._, _-_. - 4r g , �, _ .�' , ___.__._..,______.__. .____ ._-- . _ _-._. -- --.___-______.. ____ ___. .______ ____-..____.. _ � Culver City CA 90232 T - 12 - - _ _ _ - -- .. __.. _-. _ ._. _ �► - / i \\ _. _ __ ._, _ 131) t 310.838.0448 i - _:.- I - - o--� - - �, ^ -... _-.,_ .��. ... .-ate--a --�1- _ __..._._......_.. -__ _. -. -__... landscape architects f 310.204.2664 C ., _ ___.___-_ __. __..-__- .___,_...._-_..___ ._ ___._ __. ,____-,.,_..__ __,. -.._______ _.,._____ __-.__ __ .__._-..__ _ _ 8.3 / _ __ ____ _. _ __ __ __ _ _ _. _ / I 4 � .-, ..- ._ __ ._ __ _.___. -. _ _ \ IApproval Phase Ai_111 I ti „ 4- r-- I ti �i I 26 __ __ __ _ __,_ _ _ i • 11 .. - _.. a _ _ _ -1 14�, �. , \ I4 / / 1 - -- ----- -___. -- ---___,._,__... _ - - - __ __ _,_ -- - -- 1 4 1 1. _ _.- -_ _ .__. --- _.- __ .._,_, __ _ __..-.,, _ _. .__ _ __ ._ r 1. 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ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED r OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT _ Registration No .J rl5 o f tiODSCq�,� 004 % L2 02 ,�54' .Aa c uae 1 1 0 3 08 Repmva1D0e CD . . J,r 5/4//22007 -, 0 CD V _ _ -. 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LEGEND H+ + a ' I 1 + + t + + + + + t + t + t + } t + + + + { + + + + T + + + + } + + + + + { + + + + + + T } T + + + + + +++ + + TTt + + + + + + + 3 9 d - A] W t + + + + + + + t + + + + + + + + + + t + + # + + + + { , + + t } . + i i + + + + # t t + + + , + , r + + + + r + + + + + + l�T ,�I + + + + k + + + + + # + + + + + + , + + + + + + + + + + + + + + i + + + + + + + + + + + + + + { + + + i +• + + { + + t ; + + + +q , 4 .q' ++ + } + + +++++++++4+*+++}++++ ++++++}+#T ++T++++++ ++T+++++•Y+ ;++t♦++t++ +++#++++r ,+++r++++4 +++#{+++'+ +{+t+++i+ t++++++d++ + L++++ d+ ++ v 3 a' 4 a + + + + +�+ + + + + t + + + + + + + + + + + + + + t+ + + tom_+ +-.� + + ^f + + + + + t + + + _ 1 . STONE TILE PAVING. +:+a+. e .. 4 d Q r REPEAT TILE MODULE LLJ 2. CONCRETE BASE, SEE ARCHITECTURE. ``. 4 . ° q . .p. '. z No. Revision Date 3. PLANTER BOX. LEGEND , I I 04 LEGEND - 4. BUILDING FACE. FLLJ__ 1 . EXPANSION CONTROL JOINT. SEE ARCHITECTURE. a 5. CONCRETE TABLE, SEE ARCHITECTURE. 1 . CONCRETE PAVING. 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SCALE: 1" = 1'-0" r L2801 a a 1 '-3" EQ EQ ,f R. 171 c� c� , Sk } w z w c� z C) J � CD P A L x®r — RT a , C0 72840 HIGHWAY 111 Palm Desert,CA.82260 (760)346-2121 WESTFIELD DESIGN & CONSTRUCTION lifil w 11601 Wilshire Boulevard, 11th Floor fill Los Angeles, California 90025-1748 fill till I Telephone 310 478 4456 .1 fill Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S G NAME, ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE C FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED W O OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT till Registration No. tip,NDS Cqp� w 1 1 08 xmewd Hate J, 5/3/2007 2 OP Consultants fill 1 010 4If LEGEND LEGEND LEGEND 1 . BUILDING EDGE. 10'-0" 8729 Washington Blvd 1 . CONCRETE CURB, 1/4" CHAMFER ALL 2. EXPANSION/CONTROL JOINT, SEE EQ EQ #4 1 . CONCRETE PAVING - FINISH PER PLAN. C,� 1 ' Culver City, CA 90232 0448 EXPOSED EDGES. FULL DEPTH EXPANSION ARCHITECTURE, . t 1 310. . 2. COLD JOINT. landscape architects s f 1310.204.2664 JOINT PER PLAN. 3. SCORE/SAWCUT JOINT. 3. #4 REBAR x 12" LONG W/ 'SPEED DOWEL' SYSTEM © 24" O.C. 2. CRUSHED STONE TO STABILIZE COBBLE. 4. NOT USED -� = -=- - =- - �.' ° a SPEED DOWEL AVAILABLE FROM AZTEC CONCRETE ACCESSORIES, INC. Approvals Phase: 3. ADJACENT PAVING OR PLANTING 5. NOT USED 4 d ' © ° ' ;� �- 4 4. TOPPING SLAB, SEE ARCHITECTURE. 6. CURB, SEE CIVIL. ° 4 . • a I . 2 (800) 773-6935,i INSTALL PER MANUFACTURERS DETAILS. Check a 4. #4 REBAR @ 24 O.C. BOTH WAYS. 2 5. SUBGRADE COMPACTED PER GEOTECHNICAL 7. PLANTING AREA. Q 4 5. 1/2" EXPANSION JOINT, CAULK COLOR TO MATCH CONCRETE PAVING. REPORT. 8. CONCRETE PAVING, SEE DETAIL 3 6. (4) #3 REBAR, CONTINUOUS. 2/L2.02. - -- - 4 ° ° �, d 1 4. 6. 1/4" SCORE (CONTROL) JOINT. 7. #4 REBAR, 3'-0" O.C., TYP. .4 d 4. ' 1 a ° ° -we12 7. 1/4 RADIUS, TYPICAL ALL EDGES. 51412007 6 d �, d ° °'d d o d d C 8. SAWCUT JOINT: DEPTH IS 1/4 OF SLAB THICKNESS. 'NOT FOR CONSTRUCTION' q d4. 5 ° ° . ° I 4 • 9. BUILDING FACE OR VERTICAL SURFACE. 18 1 4 ° 4 . ° ° ° �,.4 ° . 10. LEVEL, WASHED-CONCRETE SAND BASE. Key Plan: ° ° e a 4 ° Q 11 . CONDUITS, SLEEVES, ETC. SHALL BE BENEATH SAND BASE. d d 12. FINISH GRADE. ° 4 d° A4 . d4 13. SUBGRADE - MAINTAIN EVEN SURFACE, FREE OF DEBRIS. % __ ° ° d I d , SLOPE AS REQUIRED. NEMA 10 , ° ' d d d NOTE: 3 d a ° d d d �` °. ° 00 4. " . PROVIDE SAMPLES a 4 a �naaa.aHv Pc�,L o.' LEGEND I I , ,..,. f. F�., r O d PER SPECIFICATIONS \�\�\ti d471 1 . 10'-0" X 2'-6" GREENSCREEN PANEL. INSTALL PER ° d °' ' /j\/�\%r 4 �'° ° ° _ 7 7 7 MANUFACTURER'S RECOMMENDATION. ° 4 ° ° \� �� ` 2 d 12 4 1 8 3 2 6 d 3 5 1 2. MOUNTING CLIP 5132A WITH 5136 SPACER. _ Q 4 \j\\�,�f,\�� d Q 4 3. PANEL TRIM 5104 ON EXPOSED VERTICAL EDGES. -- - °� Q . 4� \/�.�/j.�/,%,fj d w 5 4. BUILDING WALL, SEE ARCHITECTURE. - E, d �`/ 5. FINISH SURFACE. �'\ `�\'\ '��• • ,�' `�,'�\��`�\� 'r°`f 4 N 6. VINE PLANTING AREA, SEE DETAIL 11/L4.02. �\ d\�-4_----_®--------:� \%\\�%\\�/`" Q ° 7 4 \ No. Revision Date d � ----•l I I==-1 t I�I , 1----•-I I f ! I-=== I 1=---•-III I 11=-=, 1 I_--� 1 I= .� /� 11 13 Q 14 GREENSCREEN 11 C NCRETE BBL � �\O CO E BERM CURB 8 SIDEWALK PAVING: EAST 2 CONCRETE PAVING & JOINTS L2.02 REF. SCALE: 1'/2" = V-0" L2.02 REF. SCALE: 1-1/2" = 1'-0" L2.02 REF. SCALE: 1/2" = V-0" L2.02 REF. SCALE: 1" = V-0" `- LEGEND LEGEND 0 1. PRECAST CONCRETE SEAT WALL, 1/4" CHAMFER ON ALL 1 . BUILDING EDGE. 0 EXPOSED EDGES. SLOPE TO DRAIN. 2. EXPANSION/CONTROL JOINT, SEE ARCHITECTURE. Z\ 2. ADJACENT TILE PAVING, SEE ARCHITECTURE, 3. SCORE/SAWCUT JOINT. 2 3. ADJACENT COMPOSITE WOOD DECKING, SEE ARCHITECTURE. 4. PLANTING AREA. 1 a 5. CURB, SEE CIVIL. 4. TOPPING SLAB, SEE ARCHITECTURE. L2.02 ZL 5. STRUCTURAL SLAB, SEE ARCHITECTURE. 6, CONCRETE PAVING, SEE DETAIL 2/L2.02 0 -- - - - - - - - - -a- - - - - - - - - - - - - - - - - = - - -- - - - - - - _ �\ 1 ° ° 4 d: d < ° d. d .. 4 ° d ° ° . d d 2 4 ' 3 4. d Q d 4 % d I .d a Q Q. 4 4 a 4 d , d a v d a •4 d. 4 4 Q d d a d a d < . d d e7 ° °.. ° d d 4 a °" d CDa s d d d Q I d a d a d d ° d q. 4 4. ° 23 L ( d 4 °•. °. r6 -4a 4 a .4 � ' d d r- d d °. 19 4' d 6 4 d Q d' • d , d a4 v 4 d 4 ° d e d r a d. .. 4' / ° ` L\ E Q d d ° °. . d 4 d a 4 a d M AY 7 20a7 O 'G Q , `r s? d 4 4 d d d Q 4 641, 4 : a,fi�'-J r ;7 1`14 d 44 ri ° . . i ° ° d ° ° . d v ° ° d ° a Sheet Title a :a d d 4 d ° d d r d d d 4 Q 4' ° o 4 d r ° d . 4 . d 4 d 4': . 35 4? 4 q rJ d L� d d Sf DETALS cp a d" d L} c7 �` dCq d o d 44 q ' d 46 J a 10" 10" 4 5 4>-03$ 5,-0" MAX 5>-O„ 5 12 Job No. Date Seale 0 SEE L2.01 FOR 51412W SM DUALS ADDITIONAL DIMENSIONING 15 PRECAST CONCRETE SEAT WALL 9 SIDEWALK PAVING: WEST 1 6- L2.02 REF. SCALE: 1-1/2" = V-0" 12.02 REF. SCALE: 1/2" = 1'-0" L2602 Q LEGEND LEGEND LEGEND 1 . 4" WIDE GALVANIZED STEEL PIPE (4" MIN. THICK WALL) FILLED WITH CONCRETE, 1 . 1/2" ALL THREAD ROD. 6 A 4'-6" O.C,, MAX. 2. CUSTOM WASHER. 1 . PLANTER BOX WITH CACTUS SOIL MIX. SEES 2. CONCRETE CAP. 3. BOLT DOWN TABS. SPECS. 3 7 t _ 3. ADJACENT PLANTING AREA. 4. RECTANGULAR, STEEL TUBE 2 2. PRECAST CONCRETE BASE. 14 2 L2.03 4. CONCRETE FOOTING. INSTALLED SEE MAN, INSTRUCTIONS. 3. BUILDING FACE. 6 6 6 5. CONCRETE. 4. TOPPING SLAB, SEE ARCHITECTURE. 3 6. 2 6. STANDARD 1 " D(A. THRU-HOLE. 5. STRUCTURAL SLAB, SEE ARCHITECTURE PAL RT 7. PAVING, SEE ARCH. 6. ADJACENT PAVING. 5 1 7. BRACE, 4,-0„ O.C. MAX. 2 14 �' az w w � �1 72e40 HIGHWAY ill Q 4 Palm Desert,CA.92260 (760)346-2727 <Q 1 QQg `� I WESTFIELD DESIGN & 4 N I 4 CONSTRUCTION 4 vd 11601 Wilshire Boulevard, 11th Floor 3 7 I y Los Angeles, California 90025-1748 5 Telephone 310 478 4456 a 5 1 16 .\ �, J - Facsimile 3104784468 .' Ii►�ii�lil � 4 e" a � i?I--==111=1 � - , � . I 4 t I 00 7 , �t J r THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ( I I cp I I - �� ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S f ' PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S ' NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED 4 . a A .� < ' p OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT d n ill "4iII ►ill a �, Q < 41 .. 41 Registration No. a \ NOTES q " �,\f\/`\ ; w „ =i i i k � ' m: . i i i'�; °•``�\\%�\j\`;\\f\`,f,\°�,/\//\ `� ;�,�\�,\;i�.� � 6 5 4 Q . • b a d ,c. -i 11 V f�\\//\%ti 4 4. 1 . PLANTER BOX. ' I / %1• .j\/i\ `, 4 ,/\//\/\, Q �� 2. CONCRETE BASE. '4 � \/\ \/\' a \ ;� \ �// 3. BUILDING FACE. a: 4 10 , i> °8 i. (I!== I l==l I I -i I i ' © 'f/\,\rr``\if`\//'` /�/� Q Q 4. EXPANSION/CONTROL JOINT. 4 J, 5�3Dato 4 a 5. METAL BRACE. OF cAti .ti 3'-0„ MIN. CLR - Q `` a Q 4 TO TRANSFORMER 18'--6" f /r Consultants 13 PIPE BOLLARD AT TRANSFORMER 10 BOLLARD TONTC I OF FE 7 SEATING NICHE PLANTER 4 BEATING NICHE PLANTER 12.03 REF. SCALE: 1" = V-0" L2.03 REF. SCALE: 1-1/2" = 1'-0" L2.03 REF. SCALE: 1-1/2" = V-0" L2.03 REF. SCALE: 1-1/2" = 1'-0" 2 14 LEGEND � 8729 Washington Blvd 3 l I Culver City, CA 90232 ( � 1 ) � o t 1310.838.0448 1. PLANTER BOX. 11 landscape architects f 1310.204.2664 r - -T - - -- - - - - - - - - - - - - 2. CONCRETE BASE. __ _ _ _ _ _ _ _ _ _ _ _ _ - 3. EXPANSION/CONTROL JOINT. l"�'OJ Approvals/Phase: ® a . 4. METAL BRACE. Plan Check 14 2 1 16 51412007 < . 14 2 4 a 4 a 'NOT FOR CONSTRUCTION' 00 7 a 1 16 /' f /° 4 I �- o ° `' n 4 v Key Plan: 1 j r` N q d G 4 „ a d 6 00 4 3 ? 6 4 5ADDS"no L2.03 , 4 4 8 �, 4 . � . , 1% 1% EEZENNE/m, ME ` ..- LEGEND < 4d w d �? 1. PLANTER BOX WITH CACTUS SOIL MIX, SEE SPECS. . 4 d Lo 3 2. PRECAST CONCRETE BASE. 3. FUTURE COUNTER BY TENANT. ° 4 N 4. TOPPING SLAB, SEE ARCHITECTURE. n < 4 4 ° . 4, _-- -"` 3" 5, STRUCTURAL SLAB, SEE ARCHITECTURE. , ° a a d --- 6. ADJACENT PAVING. ° � 4 � ° a . � " � '. . , - No. Revision Date LEGEND 7. BRACE, 4,-0" O.C. MAX. � d • 4� 1 . PLANTER. 8. 1/2" STAINLESS STEEL PIN. 2. CONCRETE BASE. 16 1 N B / PLANTER 11 DINING BAR / PLANTER 5 DINING BAR / PLANTER 14 DINING AR 12.03 REF. SCALE: 1-1/2" = 1'-0" L2.03 REF. SCALE: 1-1/2" = V-0" L2.03 REF. SCALE: 1-1/2" = V-0" 0 0 21 004 1 1 RADIUS ALL PRECAST REXPO EXPOSED EDGES.E BOWL BASE: /4" Q 14 20 2. GAS FEED, SEE PLUMBING. Q 3. STRUCTURAL SLAB, SEE Q 4. TOPPING SLAB SEE ARCHITECTURAL. //----�� 5. ADJACENT COMPOSITE WOOD DECKING SEE ARCHITECTURE. a 4 Q Q ' _ �� 6. CONCRETE ARM REST. SEE L1 .04 \IQ o d © - , 4 �J FOR LAYOUT. 7. CAST STONE FACIA. 135° 4 , ' � � � © 9 8. RATTAN SURFACE. �\ 9. CANVAS CUSHION. � `� r 10. PILOT IGNITION LINES. SEE / ZL <" � a. . g PLUMBING. - � � d a 0 5 0 N V Q M AY - 7 2007 0 < 4,1 Q ao IiY 4 d �. � a ' a Sheet Title d Q 4 0 4a Q� 4 4 . Q 10 DETAILS -q 2 3 4 0 8„ J 1 2'-5" 6" 0 Job No. Date Scale 2'-8" 3'-1 1 " RADIUS tea s/ai2oo7 WA O 1 0 N 15 FIRE BOWL L2.03 REF. SCALE: 1-1/2" = V-0" L2803 a a IRRIGATION NOTES IRRIGATION MATERIAL LEGEND 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL _ N THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR , PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 17 RAIN BIRD 1401 BUBBLER ON SCH. 80 PVC RISER, EACH SYMBOL REPRESENTS TWO 0.25 (0.5) 30 N/A A � 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE BUBBLERS PER TREE TYPICAL. PLACE BUBBLERS AT EDGE OF COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE ROOTBALL ON OPPOSITE SIDES OF TREE. ,� h lT PAL11711"D APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE R€PORTEDRAIN BIRD 1401 BUBBLER ON SCH. 80 PVC RISER, PLACE AT EDGE OF ROOTBALL, TYPICAL 0.25 30 N/A A � TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 04001 LASCO SLO-CLOSE SCH. 80 PVC TRU-UNION BALL (ISOLATION) VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE B 72840 HIGHWAY 717 Palm Desert,CA.922W (� RAIN BIRD 33DLRC, 3/4" QUICK COUPLER VALVE INSTALLED WITHIN A 10" ROUND VALVE BOX C 1780i�-z127 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. WESTFIELD DESIGN & RAIN BIRD 100-PEB, 1" SERIES PLASTIC REMOTE CONTROL VALVE D CONSTRUCTION 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO 11601 Wilshire Boulevard, 11th Floor BE INSTALLED WITHIN PLANTING AREAS. ® RAIN MASTER RME36EG1, 36 STATION ET CONTROLLER INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE BELOW FOR TYPE). NEW CONTROLLER TO REPLACE EXISTING E Los Angeles,California 90025-1748 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN CONTROLLER AT THE SAME LOCATION (SEE PLAN) UTILIZE EXISTING ELECTRICAL POWER FOR NEW CONTROLLER Telephone 310 478 4456 THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. Facsimile 310 478 4468 NO SYMBOL V.I.T. SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSASOB-ASSEMBLY AND QP-16 E ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NECESSARY BY THE OWNER. PACIFIC PLASTICS PVC PIPE 3/4" - 2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE F NAME.FOR ALL DESIGN THE ANDSPE OTHER IFIED PROJECT ONLY SHOWN ON THELL DR I USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE — EXISTING EXISTING MAINLINE LOCATION, VERIFY ACTUAL SIZE AND LOCATION IN FIELD SHOWN FOR REFERENCE ONLY N/A RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Registration No. INSTALLATION. — — PACIFIC PLASTICS PVC PIPE 11/2" SCH. 40 AS MAINLINES 18" BELOW GRADE, REFER TO PLAN FOR LOCATION F � 11 BBC 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. C_ NONE CONNECTION TO EXISTING IRRIGATION MAINLINE, VERIFY ACTUAL SIZE AND LOCATION IN FIELD N/A ---- -- 1 D 311/08_ PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED G Pw�Da� _ 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE — PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. �� 5/4Nts LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO OF CA�Z EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING NO SYMBOL PAIGE IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ALL CONTROLLER WIRING SHALL BE COLOR-CODED AND F,G,H DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. LABELED AT THE CONTROLLER AND ALL JUNCTION AND VALVE BOXES, TO CORRESPOND WITH PROPER CONTROLLER AND STATION. CONTRACTOR SHALL RUN TWO SPARE CONTROL WIRES TO LAST VALVE BOX AT ALL MAINLINE ENDS. MINIMUM COVER OF 24" OR Consultants SAME DEPTH AS MAIN LINE. 10 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 NO SYMBOL 3M DBY-6 WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS H DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. �-- 11 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. VALVE NUMBER 20 20 ---G.P.M. 8729 Washington Blvd 12 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED �" �� Culver City, CA 90232 t 1310.838.0448 EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER + landscape architects f 1310.204.2664 GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER VALVE SIZE SPECIFICATIONS. Approvals/Phase: Plan Lneck A NOTE A: POINT OF CONNECTION SHALL BE A STUB OUT FROM EXISTING MAINLINE. CONTRACTOR SHALL VERIFY ACTUAL LOCATION, SIZE, A AND PRESSURE IN FIELD PRIOR TO STARTING WORK. 5/4/2007 3/4 NOTE B: 'NOT FOR CONSTRUCTION' CONTRACTOR SHALL OBTAIN EXISTING IRRIGATION AS-BUILT RECORD DRAWINGS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, SIZES, AND CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNER'S AUTHORIZED Key Plan: 1»I REPRESENTATIVE AT START OF WORK. I A i A NOTE C: I , -B MAINLINE AND LATERALS SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTERS a„EMA 10 A AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. I \ A NOTE D: °° \ BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND SHRUBS AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. MALL. BLDG. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. -71\ W NOTE E: \\ \ \ , I ( \ CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO N A MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL REFER TO I \\ A ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH I PROPOSED �� OWNER'S AUTHORIZED REPRESENTATIVE. No. Revision Date TRANSFORMER \� I /�- NOTE F: L\- - - LOCATION \\\ — -�` THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH ANY ADJACENT EXISTING IRRIGATION SYSTEMS, GRADING AND Q I PLANTING. ANY DAMAGE OR ADJUSTMENTS REQUIRED TO THESE EXISTING ADJACENT IRRIGATION SYSTEMS, INCLUDING Q iN A REPLACING OR RELOCATING IRRIGATION LINES, HEADS, VALVES, WIRES, ETC. DUE TO GRADING OR CONSTRUCTION FOR THIS /—TELE. VERIFY \� I PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE ` \� \ W/ PHONE CO PA \\ j � OWNER. THE OWNERS AUTHORIZED REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS /\ , FOR EXACT LOCATIO A� I PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE — ✓ ` ` ♦ \ \` f _ CONDITIONS OR ANY OTHER DISCREPANCIES PRIOR TO COMMENCING WORK. \\ \ 40 NOTE G: \\ \ w NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING CONSTRUCTION. ALL L, \\ \� ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING SCHEDULES THROUGHOUT CONSTRUCTION, L C3 PROPOSED PUMP VAULT LOCATION, SEE NOTE H: WATER FEATURE FOR MORE DETAILS 8 7 29 30 8 29 4 2$ �� 34 N ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND APPROVAL PRIOR TO L\ 1N 1.5N 1» » 17 3/417* INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY IRRIGATION CONSULTANT, LANDSCAPE ARCHITECT, AND OWNER'S SEE CIVIL FO 3/4 -= AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT SHALL BE INSTALLED WITHOUT APPROVAL OF L� LIGHT POLE ` ' ' LAYOUT. 1 N 3/4'0 �\ f, r`' �,� RELOCATION / / , DETAIL I: 0 3 _ _-- �/ NOTE 3 4" 1 L 1N CONTRACTOR SHALL ADJUST AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM IN THIS AREA AND ADJACENT AREAS AS / REQUIRED. SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY OWNER'S r'*•„'- rrr''' \� EXISTING MNNUNE AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO 0 ` I , ` /4, COMMENCING WORK. HEAD LAYOUT IN THIS AREA IS DIAGRAMMATIC AND SHALL BE ADJUSTED AS REQUIRED IN FIELD TO Z\ r , lip PROVIDE PROPER COVERAGE. N � N N I 1 r „ N / r \ NOTE J: �\ IN i ` �� — — --1» — 1" 11 4 11 4" 3 4 EXISTING MAINLINE ; CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION EQUIPMENT AND RELATED �\ \\ 1" 1' — — — -- — — 1 11/4' j I j EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL I I Ir VALVES ETC. ALL LAYOUT AND LOCATIONS SHALL BE CONFIRMED WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO SEE CIVIL FOR � 3/ i r�-n 0 r' ', ' L COMMENCING WORK. — �r. \\ FIRE HYDRANT 11/4'11/Y I ( 11/4� / �� EXISTING TRANSF,C�I�IIgR�, i �\ �.' IN \\ \ RELOCATION r"1` l I yrl' I — �,r`F �`�,� ; � � / DETAIL EXISTING MAINUNE ,) �I I I I f`� i �,�' i rr-` NOTE K: L\ �. / `�, _ — — �_ — / / , �,�' CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION � ' � ¢b 3 ¢• tN 1» _ N SEE CIVIL FOR ,--` - EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE 0 `' ; `•11, 3/4' 1 / 3 4 1 — = » j �� -,,- , -' REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. �\ E R', ' » `---.� — — — 11 4N LIGHT POLE r r I — N - -,,�` �'N` `~` 1 — r;` 1N 1. N N RELOCATION I O {. I �. .— t _ • » DETAIL r'f' o 3/4» 3 4 3/4 --- ._._ i 3/4» 3 rr'' ; -`' MAY - 7 2007 Sheet Title \ Ln �' ' IRWAIION 4 �- \ I ram` i r'rr -- I - �. r LAND �� POINT-OF!CONN�EC O LO Tl ., `�`�� REFERTO NOTk 'N-CT RIGHT ` I N` AND NOTES M /' 1 •"'may' y`` �r �,,. I f,,^``., .'r,,. i r ,. EXISTING CONTROLLER LOCATION: ✓` ! , 5SA04DS07 CONTRACTOR SHALL REPLACE EXISTING RAINBIRD ESP-40MC CONTROLLER, AND ENCLOSURE I Sweeney+associates Job No. Date Scale WITH A NEW RAIN MASTER RME36EGI 36 STATION CONTROLLER AND ENCLOSURE (SEE LEGEND IRRIGATION DESIGN AND CONSULTING g 5/4/20p7 A8 NIOTED 0 FOR TYPE) AT THE SAME LOCATION. CONTRACTOR SHALL RECONNECT THE EXISTING 27 WIRES California TO NEW CONTROLLER AS THEY WERE PRIOR TO STARTING WORK. CONTRACTOR SHALL ALSO 38730 tSky a,CA9yonDrlve,sulteC Murrie GA 92563 a UTILIZE THE 9 OPEN STATIONS FOR THIS NEW WORK. VERIFY ALL WITH OWNER'S AUTHORIZED 951.461.6830 p-951.461.6850f REPRESENTATIVE IN FIELD PRIOR TO STARTING WORK. ematlesweeneyassoc.com wwwsweeneyassoc.com L3mOl Murrleta,California-Austin,Texas-Ft.Lauderdale,Florida a a ROOTBALL OF SHRUB, SEE PLANTING PLANS FOR MEXICAN FEATHER GRASS GROUPS (3) USE ONE PER GROUP CENTERED BETWEEN PLANTS ' y p PLASTIC ROUND TAN VALVE BOX WITH BOLT DOWN _ RAIN BIRD 1401 BUBBLER HEAD, PAL PLASTIC RECTANGULAR TAN VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. SEE LEGEND FOR SPECIFICATION � E' COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAND "QCV' ONTO LID. SCH 80 NIPPLE, LENGTH BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE AS REQUIRED QUICK COUPLER KEY WITH MALE HOSE BIB , PLASTIC 10" ROUND TAN VALVE BOX WITH T-COVER 72840 HIGHWAY 911 EDGE, HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX (� AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. 3" FINISHED GRADE Palm Desert,ca 92280 `L' t7eoJ 348-2121 HEAT BRAND "BV" ONTO LID. 3" 3tt NATIVE SOIL *� FINISHED GRADE �* _ - _ -■--- FINISHED GRADE IN SHRUB AREAS _ 2" WESTFIELD DESIGN & IN SHRUB AREAS =1 I 1=1 11= _ — — — — — FINISHED GRADE IN SHRUB AREAS a a — AMENDED BACKFILL CONSTRUCTION 4"M►N. =1 LI=III: :)I I=III= 4" MIN. ;I 11=I i; � ° — — �� :; =III- 11601 Wilshire Boulevard, 11th Floor --III—III (=� LASCO SLO-CLOSE SCH. 80 PVC, 4 Los Angeles California 90025-1748 =T- <(ll(lllllllll(lllllllll( — 24" WIRE LOOP :III=III = QUICK COUPLER VALVE =I I I=I I I� 6" 'i I {=III= TRU-UNION BALL VALVE, SOLVENT — `' KBI 1/2"ANTI-DRAIN VALVE I I=1 11= SEE LEGEND FOR SPEC, :III--III= �I I(—I I is a ° I. Telephone 3104784456 --- VALVE ID TAG WELD CONNECTIONS. SIZE BALL Facsimile 310 478 4468 LATERAL -- - GALV. PUNCH LOC (2 REQ.) VALVE PER THE MAINLINE SIZE :'': Y:: ° HUNTER SJ SERIES TRIPLE SWING JOINT, PVC SxT ELL SCH 80 PVC --- BRASS NIPPLE (LENGTH AS REQ.) °la �° '' I I. LOW DENSITY POLY TYPE, MIPT INLET „ THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE pry ° :..,. 2"MIN. CONTROL VALVE ° n� e, ° AND MIPT OUTLET LAY LENGTH TO BE 6 ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S FEMALE ADAP. �° BRICK SUPPORTS 6 PVC CL. 160 PIPE, LENGTH ''. �--- MINIMUM, SIZE AS PER SPRINKLER INLET PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECTS ° ° � AS REQUIRED, 12" MINIMUM ,~ ° NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE SCH. 80 PVC � SCH 80 PVC NIPPLE TYP. • 00 oO FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED •�'`•'•'� -� • ••' • �• •°• • SCH 40 PVC SxT ELBOW FITTING OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT • 8 -- BRASS TRIPLE SWING JOINT(SIZE PER�QCV) � BRICK SUPPORTS, :,:.':' °, III= LATERAL x SPRINKLER INLET SIZE BRICK SUPPORTS USE TWO STREET ELLS, ONE NIPPLE (6 MIN. o� �o THREE REQUIRED ;. e4..; —III= Registration No. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY .a �• III LATERAL LINE, SEE SPECIFICATIONS ANDSC SCH. 80 NIPPLE, TYP. MAINLINE, SEE SPECS. ONE CUBIC FOOT OF FOR TYPE AND DEPTH REQUIRED° #4 x 36" REBAR STAKE o� ° D 3/4" CRUSHED GRAVEL :::` : '. ', °. a I (- IRRIGATION MAINLINE ° oo o o :,';; :• '`':; SCH. 80 MAINLINE TEE PROVIDE ONE 30" STEEL VALVE a�A°.o� �t3 d� aa � _ 4. — LANDSCAPE FABRIC KEY FOR EA. 3 VALVES INSTALLED 3/4" CRUSHED GRAVEL 3/4" ROCK, 1 CUBIC FT. — ° °° e A4 ° —III- , Da08 5/4/2007 TWO CUBIC FEET -•---PVC IRRIGATION MAINLINE, ° I ( I= NOTE: SEE LEGEND FOR SPECIFICATION �; o — J19�� Date LANDSCAPE FABRIC USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. m. ° =III: �� cA��° SOLVENT WELD CONNECTIONS :,: :: ;.: . .:•,, °` III— Consultants 1 D REMOTE CONTROL VALVE C QUICK COUPLER VALVE B BALL VALVE � � CulerCty,CA922 A BUBBLER INSTALLATION # C I ) E. 1310.838.0448 landscape architects f 1310.204.2664 Approvals/Phase: Plan Check STAINLESS STEEL FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS IN OPEN POSITION SUPPORT LID OPEN 51412007 LOW VOLTAGE WIRES 3 MAXIMUM CONTROLLER ENCLOSURE ' ' ` a ° '4 ' PAVING DIMENSIONS WHEN CLOSED: 'NOT FOR CONSTRUCTION' WIRES PASS THROUGH GROOVES IN - _ _ FINISH GRADE CONTROLLER 38"H x 16"W x 15.5"D TUBE LID TO ALLOW LID TO CLOSE _ _ ACKFILL C PACTED - . . . . . . . . . . . . . . . . . . . . - TERMINAL STRIP FOR Key Plan: SAND B OM :III - — STAINLESS STEEL CLEAN COMPACTED BACKFILL 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE CLOSE TUBE LID AFTER WIRE TO THE DENSITY OF I ( I WIRE CONNECTION C B I I III I CONTROLLER ENCLOSURE IS INSERTED INTO TUBE III I I I EXISTING SOIL - g - NEMA 3R RAINPROOF RATED - -III III- III III- STAINLESS STEEL, U.L. LISTED, LATERAL LINES . . . . LATERAL LINES, SEE SPECS. PREDRILLED, REMOVABLE GNEMA 10 IN SCH 40 SLEEVE I ( I ( A'. .'. .'. .'. . .'. . .' BACKBOARD. REMOVABLE FRONT I I - - PANEL NOT SHOWN POLY TUBE PRE-FILLED WITH - CONTROL WIRES -I I ( III- I I I III- i -III III .: . . . . . . . . . . . . . . . . • WATERPROOF GEL IN SCH 40 SLEEVE III III CONTROL WIRES, SEE SPECS. �°°� III III I III I - POWER SWITCH III I I ='-- UNDISTURBED SOIL -) I I ( I I I I ( III I I (_ AND RECEPTACLE LOCK TABS PREVENT WIRE REMOVAL I III III UNDISTURBED SOIL ONCE CONNECTOR IS INSERTED �I I I III PRESSURE MAINLINE III III ...:.....:.....:...: ' • • • ' ' I III � PRESSURE MAIN ,••fl.•••.;: .•D..:• ..D•.''. '•.D.: _ IN SCH 40 SLEEVE -III III III . . .. . : .. . . . . . . . . .:. •'• _ LINE, SEE I I I III I I III III_ SPECIFICATIONS a • ' . . . . C. FINISHED PREFORMED ALUMINIUM PAD Ill III - I III I SCOTCHLOK ELECTRICAL SPRING PVC SLEEVES TO BE I ( III III I N CONNECTOR. WIRES SHALL BE _ TWICE THE DIAMETER -III III III III I I I 1 I 111 III III- GRADE _ STRONGBOX QUICKPAD III III III III III III III III III_ .: PRE-STRIPPED OF 1/2 OF THE OF THE PIPE OR WIRE FILL BASE OF — — I- ENCLOSURE MOUNTING PAD INSULATION PRIOR TO INSERTION I I ( I ( I I I I I I I I I QUICKPAD WITH % ��:_ WITH PREFORMED ALUMINIUM No. Revision Date INTO THE CONNECTIOR. TWIST BUNDLE CARRIED. PEA GRAVEL TO Q° I PAD, PLASTIC BASE AND ALL — CONNECTOR ONTO WIRES TO DIMENSION A B C D TOP OF BASE UNIT - I ( STAINLESS STEEL HARDWARE SEAT FIRMLY. �� " '� DETAIL ALSO FOR PIPE DIMENSION A B C I 1 1/2 TO 6 IN SIZE 36 241124 411 INSTALLED IN ROCK SOIL. COMPACTED SCOTCHLOK CONNECTOR AND WIRES 1/2"TO 2-1/2" IN SIZE 18" 12" 4" SITE SOIL INSERTED INTO TUBE UNTIL THE -- CONNECTOR PASSES LOCK TABS 3" PVC CONDUIT/SWEEP FOR 0 NOTE: 3 TO 6 IN SIZE 24 4 1 1/4" PVC CONDUIT/----- CONTROL WIRES TO VALVES WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. SWEEP FOR ELECTRIC R DIA.KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A SERVICE GROUND x 8 COPPER — GR ROD W/#10 GROUND WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. WIRE AND CLAMP DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3#14 OR 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. L 0 H WIRE CONNECTION G SLEEVE INSTALLATION F PIPE INSTALLATION E CONTROLLER ENCLOSURE Z� — 0 ZL 0 Q 0 0 0 0 0 0 0 0 E MAY - 7 2V 0 a Q Sheet Title in IRFIGA71ON a 3 DIETA11.0 N O I M ' f M U 0SSA011DS07 a sweeney+associates Job No. Date Scale IRRIGATION DHSIGN AND CONSULTING p 5/4/2W AS\KT�C!'1 O IIW �7'*I GW/ f!V i 61! i California 0 38730 Sky Canyon Drive,Suite C Murrieta,CA 92563 951.461.6830 p-951,+(61.b850 f email•sweeneyassoc.comL3002 www.sweeneyassoc.com iE a Murrieta,California•Austin,Texas-Ft.Lauderdale,Florida a K5 '-.i :4. ,-.- --�—.�1�-,1��,'�-�-,:-',1,-"-&1,1,,�,,Ii11 1�,,�'7,-�-��,-l�,,.-,-,,�,.-l- ,;.��-.,.-�,'�-J: Step 1 Enter El i..�-,X r tl �{ *92"- p4, S .0 utt tat 5�--�-1Z�,-��,,,,�,,:��'--,��,---��I".,-,- }fittrit#�rt refit F City of Palm Desert `��,-��`�",:,,-�� er L 7��M--,,,,'I,.,,&-r-,,,-�I- -.�'"�- ,--;"� --,,,-,,,�,-"'��,�--'"-,.��-,.-%"��?,,,�'��,.,�'�"'I-�',�"-,,,,'-,�,,�,��,,,,,�,_,�,,'�,:�"r�0,---',��,,-'�`--�,_,,."�-�� —,",�,-;,�,,-��-;' fr-��-�-,----_",,'-�,,-��,,, ,-�P,,,-,'',;,�.,"��Z;",�"�S,,�,_��--"�,,--,�--"�tr".:',,-,�-,k�,'Z"�w,,_,�`,w-,�,`,,��,-,,-,44��.-��,t�",,�,�," I+ 4. Genera s apsandirisgat� 5 ter%i t rik�riaI1�--",�".%-"�,,��r� '"-�-�--T�--,.,,,1-��;,I4�-,'r,,�-,-,',--,��--1 e�,,-,---��,�1,��'��_`Ir,,-1'� ,"`"i��ii�t,-��,�--1�1 ',�'-�,.�—�i",-��-�-F-,`,"1 ","�2-,,,;--,-�,,1",��--!.�,,�-,1,1-ft�,,,,-''-1�-,�-,-,-t-.�--,-'.--1�---'!,-�1�,,�-,,� �1-,,-;,-,,�F.,��,,5,��t-.--X�-,"-,N.1 ,o��,- ',..---,�-,-g.-,,`j1--.�Y �.1,��,,�-��-,1 -"-.',-,.-,,,,,,',Z-'eI-�,-,�-,"�,-�-�,,Ii--�-----,�-�,',�.��::",......",-"��',,I��--,- ��-�.�1,-�,-----�"--�.!�7,--111-j1,,�;;;;;;; �--1- .,-1I�_�";-, ;:��I":-,-'-�P1.-I` "-. ;I -�5�,�� Water Calc Chart Step 2-Enter val rsgcreftce t xitrtaiarrs 4 �� Q Step 3-Enter val �t tube, , CS e��N Use T1 � i �l LL 1 4 r�s I - 1. I :.I.�, well be �� taltat ,,1�', CVWD ET©Zone 2 fW t11 � 1. 72840 HIGHWAY 111 Total Number of Plants 1,143 1'gtal MW # 77 Pei Desert,CA.s22so 11-11111- .: m se (7eo)348-2121 ZFl Irr'ig'�rlSystemType Squ F�oti 1rrn t d �rUse Square Footage Calculations WESTFIELD DESIGN & Very Low Shrubs Dt Tree&Shrub Square footage 5,339 - -_ _ ON CONSTRUCTI Low shrubs 693 Bu� �3i1 #7,81 11601 Wilshire Boulevard, 11th Floor Turf Spray Square Footage o -- Las Angeles,California 90025-1748 _._._ �� Telephone 3104784456 LOW/Mod ShrubsF - ,-Dtt�Turf Rotor Square Footage I" ",-- * - -�, " � ,--; .'�- --,-," Facsimile 3104784468 __.___ ------- Mod Shrubs 426 Bit 5 lX ,i�E� 3 7 Waterfeature Still Square Footage " ' 1-1 '� THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ---; Mod/Hi Shrubs �+ Dtl� ARCHITECT AND MAY NOT B REPRODUCED WITHOUT THE ARCHITECT'S Waterfeature MovingSquare footage 286 �,,��:� :�--.-�-,- --� - - � - , Et ^* ,� 11-1�. g';�, -,',;;�i '-w. NAME.PERMISSION ESIGN AND UAND SOTHER INFORMATIONS THE D OSHOWN RONS THE DRAWINGS ARE - ` ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED _ - I , �,,�, -�-... � High Shrubs Dr► I L- ,, , - � �,t� OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT �V��Om� ,11,1, �?�,, ,", Gross Square Footage F5,627 m. � Low TreesFF _ _ ' B-I�---i',III uI�s � �"-�.-,—,,%:-:��,l-��4-",...-'�,�"��,��,.,,,,,-;�,-��-"z,,-,,��,-7--,,�-��.,-,-��Z,l,�",,"-�,�,;,,-,�-,�----^.---,.�'----_,11� ,'-,-,�j�----�,—'-',-,"�-,--,,-,�,--�-'-�,--,'----.,-',,,--,-�,'�L.--,,'_.--� .-,,,��,�-,��-,,-,-�---��,"., - Registration N o. Less Allowable Boulder/Cobble �,p,NDSCgp�, _�1I�1.",',�1 1_,11-"�,"-��,�4�,,-�,-,-,.-,,1.11�-I-'--,I�-,---�::I1�--:"�z-,--,��--;�,-..........��,�-,,.��,,I��;...�,,-��`,�]�'-I,��--",'-:.,��--�`,,-1��,.,,-�-��,,I�,1�,�,,,,1�,��-�-,-,-.-,1--��,-��:,- .-,,�,-,-1z,1,,,:-",��,-r-�-,"� -��-1�.,,,,',!'-;,:-,�,r-,�1:z ,-.,,,.--�:--�,,",--,�:'-�,-',.,�'--�--,�-�-�I.-�,,'�,,"L�,'�I�""-I�'—,-1-,l,-��e''�'J-�,''�l---,��,'-l�i'-,'-,:`f 7,�--;��,.-'.'.,,,w,..3-"�-. .-.,�,,,�.-.'-''-w-1-`--,--��,`-,,'�,,,;,�,,�,��-;-:;:.".,,,` ,�"��,�, Low/Mod Trees Square Footage Dr f1 - ca ABE - w. - O C> F 9--w %� Boulder and Cobble instructions-If the Mod TreesF Brr, 94 34 , �.' -, . �� total amount of boulder and cobble area `` C) �,, - I I - a without lent material is greater than 5%of Mod/Hi Trees the total landscaped area it may be used to D � 0 /0 P Y u__ r 1 ��>�� adjust the overall landscape area. High Trees 16 Btt�tlx M",, 4�IZ 5/4/2007 [ � Date J'?, � qT� OF C AyZ�� Total Plants P43 Net Square Footage 5,625 ,W�--,1-7-V�1". -, �-11-11%.1",,,,,,_�r_"`�,,�, ". ,:-, ,��,; , , ,, , _ � ;-,3-� "-`1` -L-',',%�-�; -- - -,��,.--��-,,�,�'�.,:,��,,'z��:��,,�"';-"-,;''�,,��,,,�,-,--�,:!-,-- ,7, �,,-��.��,�,'�"',,,,,,-�,,�,�",--''.-;-,, r th Ib �$ I. 1. Consultants G z "te" t 1k r -J� T 1 Iz I sy - t ci r_ 1 , �, l �/ 8729 Washington Blvd C3 1 ) �oe t Culver 310 838 04 8 CA 90232 landscape architects f 1310.204.2664 IIIIIIIIIIIIIIIII Approvals/Phase: Plan Check 51412007 'NOT FOR CONSTRUCTION' IIIIIIIIIIIIIIIIII Key Plan: aNENA 10 MqA Ki,Ea8-no AL JW— M N No. Revision Date �- - - L 0 L A 0 L L 0 ZL L d Z 0 0 L 0 �n o �_ M AY - 7 2007 L ,,, 0 It Sheet Title Ln WATER cli CALCULATIONS -q No 0 11 M _1 M 't (O 7- � 0 Job No. Date Scale 0 rM 5/4/2007 AS NOT® 0 IIIIIIIIIIIIIIIIIIIII ;. 0 0 N ,0. - Li: L3003 Q 0. PLANTING LEGEND: TREES ze SIZE WATER KEY ABBREV BOTANICAL "COMMON" NAME DETAIL NOTES SOURCEMM / HT X SPR NEEDS OLEA EU�ROPAEA 'SWAN ,� 48" BO,X PALM MOD. 8/L4.02 FRUITLESS/ OLE EUR HILL / FRUITLESS OLIVE g X 5 SINGLE TRUNK LOW BRANCHING --- ----- - ----�-- PARKINSONIA X HYBRID Palm Desert CA.92260 „ 48 BOX SINGLE TRUNK 7284UHIGHWAY111 4 PAR HYB DESERT MUSEUM g X 5 LOW 8/L4.02 LOW BRANCHING (760)3M2121 A ,-7 WESTFIELD DESIGN & PHOENIX DACTYLIFERA 28' BTH HIGH 2 L4.02 CONSTRUCTION PHO DAC 'ZAHIDI' / "DATE PALM" / HOW FOR 11601 Wilshire Boulevard, 11th Floor PHY NIG (3/POT) Los Angeles, California 90025-1748 (1/POT} 'WMEXICANOFAIN PALM" HIGH 9/L4.02 — EXISTING TRANSPLANTED TeleFacspmpee 3104784456 3104784468 LIR GIG WAS ROB FROM SITE. SEE CIVIL LIR GIG (32/POT) SHEET C4 FOR LOCATIONS. THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S (12/POT) PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE PLANTING LEGEND: SHRUBS AND GROUND COVER FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT WATER Registration No. KEY ABBREV BOTANICAL/"COMMON" NAME SIZE/SPAC. NEEDS DETAIL NOTES SOURCE ti ii]14DS � AGAVE VILMORINIANA 15 GALLON B AGA VIL "OCTOPUS AGAVE" 3.5'Hx3.5'SPR LOW 7/L4.02rd -- , ALO BAR ,ALOE BARBADENSIS 5, GALLON MOD. 7/L4.02 U "� ALOE VERA 2 HX2 SPR o1/08 1&7 Renewal Date f 42-5> 4 _ _._ LSS BIGNONIA CAPREOLATA ATTACH TO 5/3/2007 - o BIG CAP " 15 GALLON MOD. 11 L4.02 GREENSCREEN. s� .-1 CROSSVINE / Z CER HIL ,CEREUS HI,LDMANNIAN,US 15 GALLON of CAL ® HILDMANN S CEREUS 6' H LOW 15/L4.02 — „ STR NIT DALEA GREGGII 1 GALLON PHY NIG x (4/PO ) DAL GRE "TRAILING INDIGO BUSH _1 ' H LOW 15/L4.O2 Consultants (1/POT) LIR GIG DAYSILIRION WHEELERII 5 GALLON (32/POT} DAY WHE " LOW 15/L4.02 — LIR GIG ___ _ _ _ . O DESERT SPOON 4 H (12/POT) r ECHEVERRIA 'GLAUCA' 1 GALLON ae4'' ECH GLA NCN 4„Hx2"SPR LOW 5,7/L4.02 — 1 FOUQUIERIA SPLENDENS BARE • FOU SPL ROOT LOW 7/L4.02 5-8 CANES �4 OCOTILLO g H � 8729 Washington Blvd STR NIC Culver City, CA 90232 _CER HIL HOWEA FORSTERANA 15 GALLON C� J � t 1310.838.0448 (4/POT) ® HOW FOR "PARADISE PALM" 1 OH MOD. 15/L4.02 - landscape architects f 1310.204.2664 o _ ,. o---BIG CAP I LIR GIG LIR MUS LIRIOPE GIGANTEA 1 GALLON OD. 15/L4.02 - Approval /Phase. I (32/POT) 'GIANT LILY TURF' 8"HX10"SPR M A s PHY NIG PHYLLOSTACHYS MOD. 15„NIGRA 24" BOX L4.02 - Plan Check BLACK BAMBOO g H / o o ° O ROS OFF "ROSEMARY" OFFICINALIS 1 GALLON MOD. 4/L4.02 - 5/412007 ■ STR NIC STRELIZIA NICOLAI „'GIANT 15 GALLON MOD. 15/L4.02 - 'NOT FOR CONSTRUCTION' BIRD OF PARADISE g H DG DECOMPOSED GRANITE 2" FINAL DEPTH 15/L4.02 COLOR: DESERT 3/8" MINUS WITH 1 1 % FINES Key Plan: 0 AFTER CHOCOLATE 20 COMPACTION IMP aNWA 10 PHY mooN (1/ NI) I POT LIR GIG _ _ __ PLANTING NOTES: -� ° (12/POT) A. ALL PLANT MATERIAL MUST BE LOCALLY GROWN OR HAVE BEEN ACCLIMATED TO LOCAL ►- �• ��__ CONDITIONS. UNLESS NOTED OTHERWISE. RS OFF 17 4 ° B. LOCATE UTILITIES PRIOR TO TREE PLANTING. ADJUST PLANTING PLAN ACCORDINGLY.WAS ROB (4/POT) E H ` GLA, CONSULT WITH LANDSACPE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO • - /� No. Revision Date STR NIC ADJUSTMENT OF LOCATIONS. _ (4/POT) 0 - - - NURSERY STAKES ARE TO BE REMOVED AFTER PLANTING TREES AND STAKING AS LIR GIG / C. SHOWN ON PLANS. • (10/POT) D. MULCH ALL AREAS WITH DECOMPOSED GRANITE (EXCEPT SLOPES GREATER THAN 2:1 , • . .. ` - ° ;� OR AS NOTED ON PLANS) WITH 3" LAYER OF SPECIFIED MATERIAL. 40 E. WHERE GROUNDCOVER IS SHOWN ON PLANS: DO NOT PLANT GROUNDCOVER UNDER — SHRUBS OR TREES. PAR HYB �-� 1 F. LANDSCAPE ARCHITECT TO APPROVE LAYOUT OF PLANTS PRIOR TO PLANTING. d 0 e 0 ® DAL GRE DG 0 '`` DAL GRE OLE EUR y 0 DG DAY WHE ® DAY WHE DAL GRE DAL GRE DG r FOU SPL RECEIVE 0 a r PHO DAC ALO BAR --< � MAY - 7 2007 s DAY WHE G ' AGA VIL -' NOTE: cVd,JFaKSDEPAEi,{JlkNT 0 I SEE POT SCHEDULE ON LO.01 . a O2h - — 15 01h f L4.0310) J O — 10 o 0 SCALE: 1 /1 fi" = 1 '--0" PHO DAC — LO -' PAR HYB -` ' EXISTING TREE TO REMAIN. 0 8' 16' 32' 64' Sheet Title � ,/ DAL GRE `--�..,� / PROTECT IN PLACE; SEE TREE PROTECTION ,-- , ' NOTES ON L4.03. PLANG I DAY WHE f 1 PLAN Job No. Date Scale $1,02007 AS NOT® O N per, L4001 t 2 F— a. tL r K3 'k wx LEGEND 1.TRFE-STREET/TRPAL2 3 /` 1 HAVE 7' CLEA2.2" X 10' LOD � DO NOT DRI oho , STAKE THROUGH ° Q 0 � C ROOTBALL. UT OFF TOP SECTION �zsaoHlcHwAY�� DAMAGED Y HAMMERING „ Palm Desert,CA.92260 -1 - 2 3 4 TOP OF STAKE IS 6 CLE.AR (7601346-2121 m - 4 OF LO EST TREE BRANCHES. 40 2 3.FLE LE VINYL TREE TIE, 4 / TREE 0 0 : 6 (v. . . OR APPROVED EQUAL.) WESTFIELD DESIGN & _ - � 4.T EE TRUNK PROTECTOR (GRAY) CD HERE TREE IS IN TURF AREA. CONSTRUCTION _ - .4" HT. WATERING BASIN. REMOVE 11601 Wilshire Boulevard, 11th Floor m AT END 7 6.ADJACENTO TURF,MAINTENANCE PERIOD. Los Angeles,California 90025-1748 O o O T FINISH GRADE. Telephone 3104784456 2 x ROOTBALL a O 8.SITE SOIL. Facsimile 310 478 4468 WIDTH -� - 9 SEE NT FERTILIZER SPECIFICATIONSABLET. io THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE 5 10.AMENDED BACKFILL. ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S LEGEND 14 SEE SPECIFICATIONS, PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S 15 Ili 4 1 1.ROOTBALL. PLANT SO TOP NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE PROJECT ONLY AND3 X ROOTBALL WIDTH III OF ROOTBALL IS 2" ABOVE OTHERWISE WITHOUTCIFIED WRITTEN PERMISSION FROMALL THE ARCHITECT NOT BE USED .41 1 . SUCCULENT SHRUB. FINISH GRADE. 2. PEBBLE LAYER. SEE PLANS. I1= -III 1 .DRAINAGE SUMP: 12" DIA. x 72" LEGEND 8 Registration No. 3. FINISH GRADE m Q = 1 1 EEP. FILL W/ COARSE SAND. 9 4. BACKFILL WITH NATIVE SOIL. 1 . SHRUB. o� `�W _ S E SPECIFICATIONS. tip,13DSC,gp� 2 2" DECOMPOSED GRANITE � �_ _ 9 14.AD CENT PAVEMENT. . . 5. ROOTBALL. SET TOP OF ROOTBALL AT ABOVE FINISH GRADE. 15.3 LCH LAYER. 6. UNDISTURBED NATIVE SOIL. 3. 3" HT WATERING BASIN. - I' i I I I I I I 10 4. FINISH GRADE. 5. NOT USED. s 6. NOT USED. 10 �/08 x WIDTH � xenewlDate 7. UNDISTURBED NATIVE SOIL. OF ROOTBALL s 5/4/2007 8. ROOTBALL. SET TOP OF ROOTBALL 2" ValeTq�� OF CALZ�©4� ABOVE FINISH. Consultants 7 SUCCULENT SHRUB PLANTING 4 SHRUB PLANTING DOUBLE STAKE TREE PLANTING SHT NO. REF. SCALE: N.T.S. SHT NO. REF. SCALE: N.T.S. SHT NO. REF. SCALE: N.T.S. LEGEND LEGEND I 1 . MULTJ-TRUNK TREE 1. FRONDS TO BE TIED AND PROTECTED DURING 8729 Washington Blvd SHIPMENT. UNTIE FRONDS AFTER 30 DAYS, t Culver City, CA 90232 2. CONCRETE PLANTER EDGE. OR AS DIRECTED BY ARCHITECT. ,/ t 1310.838.0448 3. ROOTBALL. SET TOP OF 2. "PINEAPPLE" OF TRIMMED PETIOLES AT TOP landscape architects f 1310.204.2664 ROOTBALL 2" ABOVE F.G. OF TRUNK. 4. NOT USED. 3. CLEAR TRUNK HEIGHT: MEASURE FROM O.C. SPACING O.C. SPACING O.C. SPACING ORIGINAL GRADE AT BASE OF TRUNK TO TOP Approvals/Phase: _..___. ._. __ __._.__. -_.._____. _ __ ._____.____._ __ ,_^.___. __ _ ..._____ OF "PINEAPPLE". TRUNK TO BE CLEAN, 1 5. FINISHED GRADE FROM PLANT FROM PLANT FROM PLANT 6. 2" MULCH LAYER. LEGEND LEGEND LEGEND STRAIGHT, AND FREE OF SCARS OR ROT. Plan Check 7. NATIVE SOIL. SET TRUNK VERTICAL. 2 8. UNDISTURBED NATIVE SOIL 4. AERIAL ROOTS. KEEP MOIST AFTER PLANTING, O O O Q `O AND THROUGHOUT MAINTENANCE PERIOD, 1 5. ROOTBALL. PROTECT DURING 10 -► J z z SHIPMENT.PLANT AT ORIGINAL GRADE, UNLESS 51412007 1 O o DIRECTED TO BURY TRUNK BY PLANS OR Q �z b 00 0 0 SPECIFICATIONS. NOT FOR CONSTRUCTION 3 4 5 ! �- °-w 6. FINISH GRADE. 00 0 : O 0 O O 2 7. SITE SOIL. o-J r 8. PIT: 6 MINIMUM CLR ALL SIDES. Key Plan: ly- 00 0 0 00 0 (/ 9. BACKFILL FOR PALM: WASHED, COARSE CONCRETE SAND. DO NOT USE EARTH, OR 3 OTHER TYPES OF SAND. Q = X z � a LnQ 00 � 0 0 3 2 OW _. A � pNEMA 10 00 00000 .00000I moo NOTE: •� -- 6» DO NOT TRIM BACK FRONDS. TRIMMED 6 3 PALMS WILL NOT BE ACCEPTED. LEGEND 6 5 3 3 3 4 6 1 -1 /2X ; - '� _ LEGEND L c � I I- 1 . SHRUB TRIANGULATED ROWS. WIDTH o W ICI , O I , 2 2. GROUNDCOVER - TRIANGULATED ROWS N 1 VINE. 2. ATTACH TO WALL WITH GLUE-ON PLASTIC NURSERY FASTENERS. � � I �I _ _ _ � CONTINUE UP TO SHRUB WATERING BASIN. 8 •• 5 7 3. DECOMPOSED GRANITE. SEE SPECIFICATIONS. g 3. SPACE GROUNDCOVER PER PLANT LEGEND. -- g 4. 3" HT WATERING BASIN. 4. 1 /2 OF SPACING DISTANCE FROM PLANT LEGEND. LI- --a No. Revision Date 5. HARDSCAPE ELEMENT: CURB WALK ETC. I� 9 5. FINISH GRADE. 7 6 I - - - - DECOMPOSED GRANITE PER SPECIFICATIONS. Tl� 'I, 6. NOT USED.7. NOT USED. 1 - 1 2 x ROOTBALLI,I I I ;! 8j - 8. UNDISTURBED NATIVE SOIL, WIDTH, MIN. 9. ROOTBALL. SET TOP OF ROOTBALL 2" ABOVE FINISH GRADE. 0 10. WALL OR TRELLIS POST. a 11 VINE PLANTING 8 MULTI-TRUNK TREE PLANTING 5 SHRUB & GROUND COVER SPACING 2 DATE PALM PLANTING 0 SHT NO. REF. SCALE: N.T.S. SHT NO. REF. SCALE: N.T.S. SHT NO. REF. SCALE: N.T.S. SHT NO, REF. SCALE: N.T.S. O LEGEND LEGEND ..� - 1 . FAN STALKS TO BE TIED AND 1 . PLANT -e �, PROTECTED DURING TRANSPORT. 2. POT. VERIFY WATERPROOFING PRIOR TO BACKFILLING. SEE UNTIE FRONDS AFTER L� SITE FURNISHING SCHEDULE FOR POT HEIGHT AND DIAMETER. - f 30 DAYS OR AS DIRECTED BY 3. STOPPER (FILL POINT) 2. TRUONKRHEOIGHONDMEASUREDCFROMT 1 O 4. MOISTURE SENSOR ��`� � � `-�- ORIGINAL GRADE LEVEL AT BASE 5. POLYFOAM OR OTHER LIGHTWEIGHT BACKFILL MATERIAL, ASS OF TRUNK TO TERMINAL BUD AT - REQUIRED FOR STABILITY. 6. 2 LAYER OF PEBBLES. , I d f BASE OF FAN STALKS.TRUNK TO a 7. BACKFILL MIX: I BE CLEAN. STRAIGHT AND FREE J OF SCARS OR ROT. SET TRUNK - 50% ORGANIC AMMENDMENT VERTICAL. 30% PERLITE OR PUMICE i 1 - 20% COARSE SAND 3. PLANT BASE OF TREE AT FINISH GRADE, O 8. OVERFLOW DRAINAGE ADAPTER. ' 4. FINISH GRADE. - � 5. SITE SOIL, 9, POLYFOAM (OR SIM.) BASE, ADJUST HEIGHT IN POT. ( 6. ROOTBALL, PROTECT DURING 10. DRAINAGE HOLE IN CWC. ` { 6 TRANSPORT. ROOTBALL TO BE 2 11 . ROOT CONTROL BARRIER. I I I ! MINIMUM SIZE OF 3' x 3' x 4' DEEP. O 12. 1 " BETWEEN TOP OF POT AND FINISH GRADE OF BACKFILL MIX. 12 j i 22 2 7. 6" MINIMUM. Q 13. ROOTBALL. TOP OF ROOTBALL TO BE AT FINISH GRADE. 3 1 8. BACKFILL: NATIVE SAND. RECEIVED - 14. 3" LAYER 1 /2" -3/4" WASHED, CRUSHED ROCK. I 9. ADJACENT PAVING. 15. SOIL SEPARATOR CLOTH. ADHERE TO SIDES OF POT (PRIOR 9 20 3 4 O MAY 7 20 TO BACKFILLING) WITH SILICON SEAL. a ad _ a 13 I NOTE: 4 1= - 5 � - Sheet Title PALM FRONDS NOT TO BE CUT. � � 15 Ln PALMS WITH CUT FRONDS WILL - l _l _ PLANTING 14 NOT BE ACCEPTED. I SAILS =I 1 8 8 9 10 a Job No. Date Scale 0 7 1158 51412W M w7w i N 15 POT PLANTING AND IRRIGATION DETAIL 9 FAN PALM PLANTING 000001 r L4.02 REF. SCALE: 1" = 1'-0" SHT NO. REF. SCALE: 1" = 1'-0" L4002 F Q a t: NOTES TREE PROTECTION NOTES: A. PROTECTION BARRIER: A PROTECTION BARRIER SHALL s 1 . PLANTS. 2. CRUSHED ROCK. - _ BE INSTALLED AROUND THE TREE (OR TREES) TO BE 3. AMENDED BACKFILL. PRESERVED. THE BARRIER SHALL BE CONSTRUCTED OF PAL RT DURABLE FENCING MATERIAL, SUCH AS PLASTIC 4. SITE SOIL. 5. COBBLE. CONSTRUCTION FENCING, OR CHAIN-LINK FENCING. THE 6. ROOTBALL. POSITION ROOTBALL LEVEL, PLACE BARRIER SHALL BE PLACED AT THE DRIPLINE OR AT THE72840 PEREMETER OF THE PLANTERS. almDesicHwAY111 Pali7ao EVEN WITH FINISH GRADE. )sas-z 21z2ea 7. CONC. COBBLE BERM CURB. SEE DETAIL THE FENCING SHALL BE MAINTAINED IN GOOD REPAIR THROUGHOUT THE DURATION OF THE PROJECT, AND 11/L2.02. 1 SHALL NOT BE REMOVED, RELOCATED, OR ENCROACHED WESTFIELD DESIGN & H.P.±4' UPON WITHOUT PERMISSION OF THE ARBORIST INVOLVED. CONSTRUCTION FROM F.S. 11601 Wilshire Boulevard, 11th Floor B. STORAGE OF MATERIALS: THERE SHALL BE NO STORAGE Los Angeles,California 90025-1748 OF MATERIALS OR SUPPLIES OF ANY KIND WITHIN THE Telephone 3104784456 21 2 _ AREA OF THE PROTECTION BARRIERS. CONCRETE AND Facsimile 3104784468 1 CEMENT MATERIALS, BLOCK, STONE, SAND AND SOIL THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE 3 , i I ( SHALL NOT BE PLACED WITHIN THE DRIP-LINE OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S 7 f f TREE. NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON— OTHERWISE WITHOUTCWRITTEN PERMISSION FROM IFIED PROJECT ONLY AND ATHE ARCHILL NOT BE TECT /,� 5 17 C. FUEL STORAGE. FUEL STORAGE SHALL NOT BE -ICI-� lII---lri , IIl11I--- ICl// _ I .�� ---%F PERMITTED WITHIN 150 FEET OF ANY TREE TO BE No.Registration PRESERVED. REFUELING, SERVICING AND MAINTENANCE 9 p ±O OF EQUIPMENT AND MACHINERY SHALL NOT BE -, ---, �== �- - ( I-- i i 1- -' 1—' E m - # �- ► I E I - -�'f e PERMITTED WITHIN 150 FEET OF PROTECTED TREES. �S D. DEBRIS & WASTE MATERIALS: DEBRIS AND WASTE a FROM CONSTRUCTION OR OTHER ACTIVITIES SHALL 10 31 08 _ 3 4 6 2 X ROOTBALL WIDTH NOT BE PERMITTED WITHIN PROTECTED AREAS. 5 Rmiewal0 007 WASH DOWN OF CONCRETE OR CEMENT HANDLING TDmato o4� EQUIPMENT, IN PARTICULAR, SHALL NOT BE OF CALIF PERMITTED WITHIN 150 FEET OF PROTECTED TREES. E. GRADE CHANGES: GRADE CHANGES CAN BE Consultants PARTICULARLY DAMAGING TO TREES. EVEN AS LITTLE 13 COBBLE BERM WITH PLANTING AS TWO INCHES OF FILL CAN CAUSE THE DEATH OF A TREE. LOWERING THE GRADE CAN DESTROY MAJOR L4.03 REF. SCALE: 1/2" = V-0" PORTIONS OF A ROOT SYSTEM. ANY GRADE CHANGES PROPOSED SHOULD BE APPROVED BY A REGISTERED CONSULTING ARBORIST BEFORE CONSTRUCTION BEGINS, I AND PRECAUTIONS TAKEN TO MITIGATE POTENTIAL / 8729 Washin ton Blvd INJURIES. � 9 Culver 310838 0448 0232 C F. DAMAGES: ANY DAMAGES OR INJURIES TO TREES landscape architects f 1310.204.2664 SHOULD BE REPORTED TO THE PROJECT ARBORIST AS SOON AS POSSIBLE. SEVERED ROOTS SHALL BE Approvals/Phase: PRUNED CLEANLY TO HEALTHY TISSUE, USING PROPER PRUNING TOOLS. BROKEN BRANCHES OR LIMBS SHALL Plan Check BE PRUNED ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE PRUNING GUIDELINES AND ANSI A-300 PRUNING STANDARDS. S/4/2007 G. PREVENTABLE MEASURES: PRUNING OF TREE 'NOT FOR CONSTRUCTION' CANOPIES AND BRANCHES SHOULD BE DONE AT THE DIRECTION OF THE PROJECT ARBORIST TO Key Plan: REMOVE ANY DEAD OR BROKEN BRANCHES. H. CONTRACTOR IS RESPONSIBLE FOR WATERING OF EXISTING TREES DURING CONSTRUCTION. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE HEALTH OF a"eun io EXISTING TREES DURING CONSTRUCTION. mm CONTRACT R IS EQUIPMENTO RE SPONSIBLE TO PREVENT INJURY TO EXISTING AND NEW TREES. No. Revision Date 0 0 � f 0 - - - --' Z, 0 � � d O ,EC"L_1 VELA 0 MAY 7 2007 E Ln 00 t - L'._. Sheet Title 0 PLANTING DETAILS M I M (O Job No. Date Scale t15B 51412W N/A 0 a i 0 N 15 COBBLE BERM PLANTING PLAN I L4.03 REF. SCALE: 1/2" = V-0" L4003 a a