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HomeMy WebLinkAboutLarge Format8'-3" 4 2'-0" 10" One new d/s ilium. Pylon display - option #9 O O N 6525 South 194th St Kent, WA 98032 voice 253.395.3331 fax 253.395.3332 info@newimageneon.com Variance for second freestanding sign on prop. Billies Casino 3650 E. Valley Rd. Kent, WA 98055 billies variancel.0 Mike Lee Steve Haworth billies variancel.0 DESIGN M JOB NUMBER 019-04-W DATE STARTED V ,4F'MENT PLANNING NOV ,7 12-off RECEDED CLIENT SIGNATURE: IA IF COLOR APPROVAL: -Te LANDLORD SIGNATURE: P This design is property of New Image Neon Inc. of Kent. WA It is not to be reproduced or displayed in any fashion without written consent of New Image Neon Inc This concept is copywrite protected under law I "BILLIE'S" copy - to be open pan channel letters painted red on the inside and black on the returns. Illuminate with d/t clear red neon. o> v I Diamond elements above Ts" to be flat cut out aluminum panels j'.. painted black with applied two tone yellow gold vinyl and illuminate with s/t exposed clear gold neon as required. "CASINO" copy - to be open pan channel letters painted gold inside and red on the returns. Illuminate with d/t dear gold neon. Cards element - to be trimcap channel face pegged away from backing and halo illuminate with 6500 white neon. Face- white plex with applied trans. vinyl graphics done in colors as shown. 3'-0" W x 5'-0" L Top & bottom green ribbon swashes to be flat cut out aluminum painted with green gradation. Center ribbon swash to be pegged away from backing and painted with green gradation. Halo illuminate with 6500 white neon as required. "& RESTAURANT" copy to be routed letters backed with white plex. Illuminate from behind with h.o. fluorescent lamps as required. Cabinet enclosure to be aluminum painted dark red. Face of cabinet to be painted black with applied M1 C R O F 1 L fvl- E Lj yellow gold vinyl border. Perimeter border neon to be S/t exposed clear red neon. Pnlp to hp zinnia ztaal nnlp R° riia qrh An \/arifv Innatinn anri nnzitinn of riicnlav Ff I 0 7 N � I iJ � I �i,•� `' J ��ICC�?21 To RECEIVED I z z o� CL- zILI CD Q z 0 Q �Qf C.� d z � Iz `t O I -- CD cf) , 7 Q J fl �� PAVING LEGEND ASPHALT CONCRETE 7 PAVEMENT C2.1 CEMENT CONCRETE 3 ° ° d ° C2.1 • INTEGRAL CURB AND WALK C21 IC EXTRUDED CEMENT 5 EC CONCRETE CURB C2.1 i(/;;FLUSH CURB 0" CURB FACE _ .1J 1. ✓... •:,..._ ✓_. _ .[_/...L-/._A- t GOLD STREAM CASINO BILLIE S SECTION 30, TOWNSHIP 23 N., RANGE 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EXISTING SHUR-GUARD MINI-STOPAGE GENERAL NOTES SEE STRUCTURAL PLANS FOR WALL DESIGN. 'TW' ELEVATIONS ARE MINIMUM TOP OF WALL ELEVATIONS REQUIRED GRAPHIC SCALE Ic TO WORK WITH GRADES. CONTRACTOR f 7;11!� 20 .� �,r;��,L SHALL STEP WALL AS NECESSARY TO K , WORK WITH MINIMUM WALL GRADES, FENCING REQUIREMENTS AND STRUCTURAL ENGINEERS DESIGN. 'FG' /,', //; a I //', ELEVATIONS ARE FINISHED SURFACE i isfox/�'20/'rt'':',r:':'/'/'/' /, I 1 '' GROUND ELEVATIONS. FOOTING AND STEM WALLS WILL EXTEND BELOW THIS 25. 125.1000 ELP/ATION ACCORDING TO STRUCTURAL _.._./9.l�'..,<.1,. '.!'//L/ _//.! /.-!_.L_.L r J/Ji ? ... ! -..r. !_.1._ ,..�. �. Gs2 .50 ENGINEERS DESIGN. 20 0 10 • > Ij I I I .°w.w, a co I ?- .. t i Q / 4 � � Z ' j. _ i �'►: N b 100 YR PON LIMITS -- d. EC 3 , r . ,. I � 5 CF- I -- $ T-, _ . 3)1 7 g.q, 3 ==� I 0 CIF SI6N 24)i IIV VA R 14 a' II. '10 D Q O Q lJ a 9 ° O - �- -'-_ °- ° • -� - . • - -_ -_ :-_ _ _ - - - a-- . --- •--- \ C► EC g I .6 55 -- - - \ 5 4 3 -T _ `. 4 2.85\ �•-100 YR PONDING LIMITS soco \ �`� EC •. till 2. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES SDCO 25.05 <) .4 BEFORE COMMENCING WORK. CONTACT Ala 2 N ENGINEER IF GRADES ARE BELIEVED TO BE IN ERROR. k Q 4 3. ALL FOOTING DRAINS SHALL BE 4 1 INCH IN DIAMETER AND CONNECT INTO X STORM DRAIN SYSTEM. 4. UNLESS DESIGNATED OTHERWISE, STORM PIPE SHALL BE PVC, CPEP OR CONCRETE. FF-_ 2 5.10 I l 5. ROOF DRAIN LINES SHALL BE 6-INCH PIPE AT A MINIMUM 0.5 PERCENT SLOPE. CONNECT ALL DOWNSPOUTS TO ROOF DRAINS. ' PROVIDE AS-BUILTS TO OWNER. SEE I: ARCHITECTURAL PLAN FOR EXACT 1 I \ LOCATION AND NUMBER OF =; DOWNSPOUTS. STORM DRAIN CLEAN 1� OUTS PER 6 C2.1 cJD 6. SEE BEDDING AND BACKFI LL 4 DETAIL 1 G-23.70 25.05 1 C2.1 ?2*55 KV 7. SEE CIVIL SHEET C2.1-C2.3 FOR 2. i i co �� �a ;F NOTES AND DETAILS. II �I LIIY OF RENIUN CON-1-1-IOL F�'OIN1 ; BENCHMARK---- -----____ - "� uu �b � 8. CONTRACTOR SHALL VERIFY y, W A DODDs � eoA LEGAL DESCRIPTION 41 DESC: FOUND A CONCRETE MO '� ;cNT IN A LOT 3 AS DELINEATED ON CITY OF RENTON SHORT 25.50 PLAT NO 014-81 RECORDED UNDER KING COUNTY MONUMENT CASE Al THE INTERSECTION Or D. SUNSET BLVD. S.E. AND DUVALL AVENUE S.E.- S.. � I -RECORDING NO. 8105209001, BEING A PORTION PANTHER C OF THE SOUTHWEST QUARTER OF THE SOUTHEAST REEK MOH: CONCRETE IN CASE " - QUARTER OF SECTION 30. TOWNSHIP 23 NORTH-___ COORDINATES: 93-1983 M. i - REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON- t NORTHING: 57084.7898 - - FASTING: 40322.536 BASIS OF BEARINGS -- - ELEVATION: 1988 M: 124.779 BETWEEN THE FOUND MONUMENTS LOCATED ON THE CENTERLINE OF THE EAST VALLEY HIGHWAY ON A DATUM BEARING OF S 01.51'19" E (PER SHORT PLAT BASIS Q DODDS: 63A OF BEARINGS) AS SHOWN ; .' T DESC: FOUND A 2-INCH FLAT OC-C WITH NO PUNCH VERTICAL DA M --' MARK ON A 4"W CONCRETE POST `MONUMENT DOWN 0.4' IN A MONUMENT CASE_-.- ..� NAYD. 1988 PER CITY OF RENTON SURVEY CONTROL NETWORK AT THE CONSTRUCTED INTERSECTION OF N.E. - _ PLACE AND DUVALL AVENUE N.E. THIS-- BENCHMAR- MARK IS AN ALTERNATE TO THE CENTER OF IN SEAM OF CONC -'"-'�' '� -� =- �•�•.. 371.45 3-23-5E. 5.2' EAST OF EXISTING CATCH BASIN MON: 2" BRASS DISC W/NO PUNCH ON CONC MON, ELEV-22.71 COORDINATES: IN CASE, DN.D.4 94-1983 M. EXISTING NENDEL'S INN MOTEL NORTHING: 57513.0773 EASTING: 400359.4485 7 1 ELEVATION: 19M M: 129.971 STORM DRAINAGE STRUCTURE TABLE: .i ry STORM DRAIN PIPE TABLE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION•. NO. DESCRIPTION O 131 LF 8'CPEP 00.53% O2 44LF 8" CPEP 01.34% O3 60LF 8" CPEP 00.50% ®28LF TRENCH DRAIN, POLYDRAIN INTERCEPTOR PART NO'S: 010-090 DUCTILE IRON FRAME GRATE NO: 2542A �5 108LF 8" CPEP 00.85% © 70LF 8" CPEP 00.71 % U7 31 LF 1 C P 01.13% N0: DESC. NORTHING & FASTING RIM ELEVATION INVERT ELEVATION Q1 TYPE I C6, #1 E 10129.90 RIM=24.90 IE=20.20 (E,W) �2 TYPE I CB, #2 N E 12251.18 9997.91 AIM=22.60 IE. 19 = E,S,W50 () O DETENTION VAULT INLET N E 12251.67 9954.09 IE=18.91 (E) 4 Q TYPE i CB, #4 N E 12191.35 10002.43 RIM=22.55 IE=. 1980N � � TYPE I CB, #5 W/SOLID LID E 9826.306 RIM=22.50 IE=20.33 (SE) Q6 TYPE I CB, #6 N 1218 .68E 9918.48 RIM=22.50 IE=19.41 (NE,NW) O DETENTION VAULT INLET E 9952.481 - IE=18.91 (SW) Q NOT USED _ - Q DETENTION VAULT OUTLET E 9858.82 - IE=18.58 (S) 10 EXISTING CB SOLID LID _ RIM=23.70 IE=18.23 (N,SW) 11 EXISTINV P E OUT ET N 121 7.77E 98 .53 IE=18.05 (NE) N LOCATION OF ALL EXIS f ING UTILITIES Two FC>=23.00 AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS FROM WHAT IS SHOWN ON THE PLAN. 9. ALL ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN. 10. BUILDING SET -BACK LINE LIMITATION. NO TREE CUTTING OR LAND CLEARING IS PERMITTED WITHIN 25 FEET OF THE ORDINARY HIGH WATER MARK OF CREEKS, IN WETLAND AREAS, OR ON PARCELS WHERE THE PREDOMINATE SLOPE OR INDIVIDUAL c#1 SLOPE IS IN EXCESS OF 40%, EXCEPT ENHANCEMENT ACTIVITIES Y NOTES OY MASH `f F-1]STORM DETENTION VAULT SEE DETAIL C2.3 2� VAULT CONTROL STRUCTURE SEE DETAIL CZ 2 13MT .� oA �.,G STEiL 3� GRADE BREAK 0, 1. ® PRECAST CEMENT CONCRETE 2 I Ix"''HIS __ e i 27 i 03 _ I z 0 0 � Z rZ/^ 0 W U 5 Q � Z W C Q cr- z LL M %� ♦ 2 C� U J0 Qcr- LIJ f zJ ' z (n UJD o^ a- I- v) LILJ LiJ -.1z ' N >0 - z U L1J 0 0 RECOMMENDED CHECKED FOR COMPLIANCE CITY OF RENTON 0 FOR APPROVAL TO CITY STANDARDS N 13Y DEPARTMENT OF PUBLIC WORKS --------- ---- ------------- - - - --__DAIF _ DAII GRADING, PAVING AND ItY... - --- C2.0 z --_--- _ _-__ DAII . - STORM DRAINAGE PLAN 1 REVISION PI I2 CITY COMMF NTS WJF 6 28 -02 DESIGNED, WJF DATE: FILE NAME, 0 04 - 02 -2002 202040- c20 DRAWN, JI A CHECKED, DSG SCALE. 1' - ?0' FWD Do+-- PAM m NO. REVISION BY APPR. DATE APPROVED, SHEET. 4 OF. 14 ----------- - --- --- WhcaTo Or Pumm worts -- Q FILENAME, R- \C\2002\202040\202040-C20. DVG UPDATED J Nd 25 2002 16' 08, 11 vo2-I?-�: WHEEL SiUi' PER DETAIL 5❑ SEE DETAILe C2. REUSE OF DOCUMENTS TM DOCiMENT MS IM W" OLCOWALY M ACcoow.4E NM MC in-u 070 MD ovp" It34 KV. UOUDfaM ALMIA➢p. OF MY OF H KOMATOM ON MS DOMWfl Mu MXWX THE DOUIDIT, MY CEAAFfA40PI AM "tAk [ DE "4 APO "M MWePWRD W" AS AM MSTIUOR OF mays90MA. S RAL a AE itiOPfAIY OF MIL A10 1S NOT TO K USFA M ra.F DA M PARTRE MY 0Tf(A PF41C, NTNWI THE WT" AUi0ita1fM OF Md. Ill a _ � �; � � . 5 , , PAVING LEGEND -- ------------ ----- -- _-._---- ---- - ---- �-- C) �� i F....• N „ H-" VI I > N i ASPHALT CONCRETE �j1 L� I, _ F-- 1* `-' ,:; I�,/j PAVEMENT C2.1 GENERAL NOTES V) Q I i CEMENT CONCRETE C2.1 --A • •-� SECTION 30, TOWNSHIP 23 N., RANGE SE., W.M. SEE STRUCTURAL PLANS FOR WALL � CITY OF RENTON, KING COUNTY, WASHINGTON DESIGN. TIN ELEVATIONS ARE MINIMUM TOP OF WALL ELEVATIONS REQUIRED n- i I I �, INTEGRAL CURB AND WALK C21 I� .T C TO 1�"IORK WITH GRADES. CONTRACTOR Q_ O GRAPHIC SCALE a- I EXTRUDED CEMENT 5 EC 20 0 10 20 40 80 "'AI-�'�3L WORK WITH MINIMUM WALL WALL NECESSARY TO CONCRETE CURB C2.1 r K� L GRADES, FENCING REQUIREMENTS AND (' STRUCTURAL ENGINEERS DESIGN. 'FG' / / 7 ,- , , - ELEVATIONS ARE FINISHED >-- I 'r-;FLUSH CURB o" CURB FACE EXISTING SHUR-GUARD MINI -STORAGE (���� ' ""' ' ' ' '' / / • / I ! S ED SURFACE Z Q � I � I � �,,, XX.XX i irfaJi, �, ao, , _ GROUND ELEVATIONS. FOOTING AND ' :ten I �, t V ' TW- ' STEM WALLS WILL EXTEND BELOW THIS Q 25.00 25.10 • i I i J / / / ELEVATION ACCORDING TO STRUCTURAL . 1.J L J__,L. 1 ✓ . L _/... .L _/._ L J-L_ L ..J- L_ 1._L 11-- • L _ .../_. t ../_ L 1._/ L /,.. !. ! / .J..- L. .8 9 �.' / / / / / / / / ! / / / / / / / / / / , - -- __ _ _ _ < . _L_ __ L_ .L L. _L... <_ L . L._.,_. L _<,.. 21,00' ;1 �': 4..75 _ Q L .,... 4 ,� ; �'..,'1'..:. L_ L__L. �_ 20 .G" G=20.50 ENGINEERS DESIGN. dmd z Q z - s`-- w 2. CONTRACTOR SHALL VERIFY ALL Rn w c� o L W , .� 2p , , �� ! EXISTING AND PROPOSED GRADES z I -- -, BEFORE COMMENCING WORK. CONTACT J i W N ENGINEER IF GRADES ARE BELIEVED TO O� I I I ' 3 ?,�z 1 a a BE IN ERROR. _ _ 3 2 ✓ t t,7X 1 3. ALL FOOTING DRAINS SHALL BE 4 Q I '" 2 '�-- -- r a. " 4 0 -- - - _ I INCH IN DIAMETER AND CONNECT INTO I 100 YR PON NG WITS 41 W r ..,. N 2 3 - X ;,1 STORM DRAIN SYSTEM. EC 3 ti [ •. 23.75 4. UNLESS DESIGNATED OTHERWISE, i 5 u- ` N N STORM fir► M PIPE SHALL BE PVC, CPEP OR •� `4' I i C CONCRETE. k 7 3 %2.9 FF=25.10 to ft 516Nn n n G=' �/N 5. ROOF DRAIN LINES SHALL BE aI ��, vARia �UQ UQU� '� ,` O �- -- _•_ •-•-7-. - -- --- '-- -- �- -a-- •- .-- ,--- 6-INCH PIPE AT A MINIMUM 0.5 '^ ' � 5Er I� � \ . R 5. 5 I PERCENT SLOPE. CONNECT ALL 10 , M�' DOWNSPOUTS TO ROOF DRAINS. o 4 ! PROVIDE AS -GUILTS TO OWNER. SEE \ C' EC 8 �\ s , ! ARCHiTECTURAL PLAN FOR EXACT -.� 5 \ 4 / LOCATION AND NUMBER OF DOWNSPOUTS. STORM DRAIN CLEAN / -�- -- OUTS PER 6 \,, \ gyp i `•-100 YR PONDING UMITS -� . C2.1 SDCO -r(UG) I �' :, �',`\ \ 2 . ! 6. SEE BEDDING AND BA K C FILL \' DETAIL I i ' 25 470 i 1 �I C2.1 �� h+r• /2,1.01 7. SEE CIVIL SHEET C2.1 C2.3 FOR EC • i 25. �' SDCO • , loco l NOTES AND DETAILS. LI IY OF RENTON ON CONTROL NUIN 15 BENCHMARK �"'1j--------___-_____--- �v�� ' '�`'� -'`'� !b 8. CONTRACTOR SHALL VERIFY `_- Y LOCATION OF ALL EXISTING UTILITIES W I - LEGAL DESCRIPTION TW= 4 TwN 1 DE • \, FOUND A CONCRETE MONUMENT IN A ` � LOT 3 AS DEUNFA11D ON CITY OF RENTON SHORT 25 � 4.9 FG-24• FG-23 00 AND STRUCTURES. NOTIFY ENGINEER IF - PLAT NO. 014-81, RECORDED UNDER KING COUNTY MONUMENT CASE AT THE INTERSECTION oF: _,`__ -�---- ANY LOCATION DIFFERS FROM WHAT IS I SUNSET BLVD. S.E. AND DUVALL AVENUE S E --RECORDING NO. 8105209001, BEING A PORTION PANTHER C MON: CONCRETE MON IN CASE ; OF THE SOUTHWEST QUARTER OF THE SOUTHEAST REEK -, ! SHOWN ON THE PLAN. I I - QUARTER OF SECTION 30, TOWNSHIP 23 NORTH__ b % n COORDINATES: 93-1983 M. REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON N ' NORTHING: 57084.7898 �. - -- -'/ -" --- -- .__. _ - �J' , 9. ALL ROOF DRAINS SHALL BE EASTING: 40322.535 BASIS OF BEARINGS CONNECTED TO A STORM DRAINAGE ELEVATION: 1988 M: 124.779 BETWEEN THE FOUND MONUMENTS LOCATED ON THE I fCENTERLINE OF THE EAST VALLEY HIGHWAY ON A DATUM -� - CATCH BASIN. AT H I , 1 BEARING OF S 01'51' 19" E (PER SHORT PUTT BASIS Q DODDS: 63A OF BEARINGS) AS SHOWN , ,, DESC: FOUND A 2-INCH FLAT DM- C WITH NO PUNCH ! 10. BUILDING SET -BACK LINE T j., _. _MARK ON A 4"94" CONCRETE POST VERTICAL DATUM LIMITATION. NO TREE CUTTING OR LAND . MONUMENT DOWN 0.4 IN A MONUMENT CASE.-,...- _._.., NAYD _ 1988, PER CITY OF RENTON SURVEY CONTROL NETWORK AT THE CONSTRUCTED Ih"ERSECTION OF N.E.- - - CLEARING IS PERMITTED WITHIN 25 SITE BENCHMARK � � - - -- FEET OF THE ORDINARY HIGH WATER � 20TH PLACE AND DWALL AVENUE N.E. THIS- - �.__ - - � � - - _- -� � • _ � `.: _ - MARK IS AN ALTERNATE TO THE CENTER OF PK NAIL IN SEAM OF CONCRETE SIDEWALK• S89'02'38"E 371.45 _ -'?""- - MARK OF CREEKS, IN WETLAND AREAS, 3-23-5E. $,2' EAST OF EXISTING CATCH BASIN ' MON: 2' BRASS DISC W/NO PUNCH ON CONC MON, ELEV-22.71 , IN CASE, DN.O.4' ; OR ON PARCELS WHERE THE COORDINATES: 94-1983 M. EXISTINNENDEL'S INN MOTEL I PREDOMINATE SLOPE OR INDIVIDUAL NORTHING: 57513.0773 CA I I SLOPE IS IN EXCESS OF 40%, EXCEPT EASTING: 400359.4485 ENHANCEMENT ACTIVITIES c 1! J I ELEVATION: 1988 M: 129.971 I 1� STORM DRAINAGE STRUCTURE TABLE: Q n x lv I _ `T', I ; STORM CRAIN PIPE TABLE z 6 I I I r It CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 'THESE DRAWINGS ARE ISSUED FOR AGENCY PERMIT REVIEW PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION•. NO. DESCRIPTICN O 131 LF 8" PEP 00.53% O2 44LF 8" (PEP 01.34% O3 60LF 8" CDEP 00.50% ®28LF TRENCH DRAIN, POLYDRAIN INTERCEPTOR PART NO'S: 010-090 DUCTILE IRDN FRAME GRATE NO: 2542A O5 108LF 8" :PEP 00.85% © 70LF 8" (PEP 00.71 �7 31 LF 12" PEP 01.13% NO: DESC. NORTHING & EASTING RIM ELEVATION INVERT ELEVATION 1 0 TYPE I CB, #1 N E 12250.87 10129.90 RIM=24.90 IE=20.20 (E,W) Q TYPE I CB, #2 N E 12251.18 9997.91 RIM=22.60 1E=19.50 (E,S,W) DETENTION VAULT INLET E N 67 . 12251122519 _ IE=18.91 (E) 4 TYPE I CB, #4 N E 12191.35 10002.43 I RIM=22.55 IE =19.80N ( ) Q TYPE I CB, #5 W/SOLID LID E 1223 .36 RIM=22.50 IE=20.33 (SE) 6 0 TYPE I CB, #6 N E 12183.68 9918.48 RIM=22.50 19 = IE. NWNE41 ( ) DETENTION VAULT INLET E 12235.71 9952.48 _ IE=18.91 (SW) ® NOT USED _ - - ® DETENTION VAULT OUTLET E 9858 82 - IE=18.58 (S) 10 EXISTING CB W/SOLID LID _ RIM=23.70 IE=18.23 (N,SW) 11 EXISTING PIPE OUTLET N E 12197.77 9827.53 _ IE=18.05 (NE) v -S -6 S'110NAt. E.�G EXPIRt REUSE OF DOCUMENTS - ACCONAMi ■N MC 1*-}S OA NO OVM 1134 RC'R. URA KAM ALTTJUI" 0T ARY QT H IiM"XI: a 1n DOOJIExT All R W01E of 00140T. MT MRIINVA Ch NO S1WAW r4 "M AM "M KIAPWU NOW AS M ks"t )(T Of FRG/i39OU1 sow. is ➢1 W "TT 0T MQ " IS ROT TO E USED. M *w OR N FART. I M AMT 0*0 WR33 V N1Wlt 11E K IET: AU10AlAl01 OF Mla. I� II ICI IVVICJ M STORM DETENTION VAULT SEE DETAIL 1 C2.3 F2]VAULT CONTROL STRUCTURE SEE DETAIL � C2.2 ❑3 GRADE BREAK 4� PRECAST CEMENT CONCRETE WHEEL STOP PER DETAIL ❑Q SEE DETAILe C2.2 0 Z 0 Z a_ Cn C� W U SQ � a_ Z W Q z c Z � :2 0 W I- Q� Ll_l Z �Z�- • U J Y L1J Lj LLJ J Z >� - Z U L1J 0 Y- 0 RECOMMENDED CHECKED FOR COMPLIANCE CITY OF RENTON 00 FOR APPROVAL TO CITY STANDARDS N 13Y DEPARTMENT OF PUBLIC WORKS IiY. - ---- --- - - ------ -- - DATE - _-_-._ DA►C. __ __..___. GRADING, PAVING AND r3Y. ------ - C2.0 z - - STORM DRAINAGE PLAN - m 1 REVISION PI R CITY COMMENTS WJF 6 18--02 DESIGNED: WJF DATE: FILE NAME: 0 04---02-2002 202040-- r20 DRAWN: JEA CHECKED: DSG SCALE: 1 " _ 20' FELD DMA_ PASL WMJ NO. REVISION 8Y I APPR. DATE APPROVED: SHEET: 4 OF: 14 FILENANE, R, \C\2002\202040\202040-C20. DWG UPDATED, JUN 25 2002 16 0& 11 IA Q3 N N U Lo a p n N Q .> N N v N c� T`1 cv c� c� N u VOA - Tag