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7A D') , wi\ D N I D) kjR DD LD L\�k H �T' 1-4 N 'T'L 1 jo WA2HRH( 1r ll�1 OWNER PACCAR, INC. LAKE_ 'NASHINGTON ?!�Jc�T a= T SEATTLE 3oc V. c � RENTON 1 - ) RENT-ON I / ¢i �SIFcPORT �'.N 4TH S? aoRT wY r �( Y C d �I 69' ( 1 VICINITY PLAN SCALE: N.T.S. j N!CEX OF DRAWINGS CI .... COVER SHEET C2 .... SBREVIATIONS, LEGEND AND GENERAL NOTES .... OVERALL PLAN C4 ... PLAN AND PROFILE STA 0 +00 TO 5 +00 C5 .... PLAN AND PROFILE STA 5 +00 TO 9 +00 S6 .... PLAN AND PROFILE STA 9 +00 TO 12 +73.68 C7 .... PLAN AND PROFILE (NOT USED) -8 .... PLAN AND PROFILE C9 .... PIPELINE DETAILS CIO ... PIPELINE DETAILS (NOT USED) ct I 0 ISSUE FOR BID s w,o - to -2057 N0. REVISION BUSINESS CENTER BUILDING 777 105TH AVENUE NE BELLEVUE, WASHINGTON 98004 ENGINEER 2SOE, INC. 3015 112TH AVENUE, N.E.. SUITE 101 BELLEVUE, WASHINGTON 98004 (205) 827 -2950 JURISDICTION CITY OF RENTON, KING COUNTY, AASHINGTON TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. W ITTA ,, WAS &��c r O F ' G D-2,05/m J SrONAL� � E%PiDEB I l9 /rl�% i ssoE. _NC. _NGINEERS ARCHITECTS PLANNERS I 3015 112TH AVENUE. N.E.. SUITE 101 BELLEVUE. 'NASHINGTON 98004 TEL. 206 -827 -2950 SHEET I ( PROJECT 915 011-03 'NUMBER - I r I OF I NG 1- NUMB i NUMBER j Jj CLTY OF EENT0N j DEPARTMENT OF PUBLIC WORKS COVER SHEET f DESIGNED: `).W. T. DATE: 02/28/92 FILE NAME: 1103CI `.:. DRAWN: {. L. M. -WT S/lO/92 CHECKED: SCALE: NOTED =iuD BOOK, PAGE: APPROVED: SHEET: 1 OF: BY APPR. DATE T-n� ABBREVIATIONS = cJvERAL NOTES LFuC1vD I FE -OL!OWING AI-'! UNLESS O7 ERWISE ?NDICA7ED i ALTERNATE L-. j DESCRIPTION NEW EXISTING AMERICAN NATIONAL STANDARDS ?NST -iI'TE St I AMERICAN PUBLIC WORKS ASSOCIATION -PWA NS 2F X7S'?NG UTILITIES ARE APPROXIMATE. -I SHALL U. c E� :G '? NSTRUCTION PERMIT 3Y THE CITY OF i BUILDING AMERICAN RAILWAY ENGINEERING ASSOCI !i0y -'.R.L - \iRACICR'S RESPONSIBILITY TO DETERMINE T-E TRUE LOCATIONS O 5 !O7 JC OWNER OF L CONiiNUING LEGAL CONCRETE i 30ULEVARD Ll'D. J, A S R I D :;TIONS S1 S TO AVOID DAMAGE OR DISTURBANCE DURRING CONSTRUCTICN. Y rR 3 _ "ON D WITH M SURFACE iIATER BUILDING ?LOG. RT = OF � NTON OCES NOT ACCEPT ANY � ISPHALT j I ATCH BASIN __AL_ _00-4 55=5) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER„ S Cz'.( " R 1H �Z NCTTONIN6 AiJO MAINTENANCE OF THE SO ENTERLINE .EWER. .;NS, POWER, TELEPHONE AND TELEVISION). _.5! -a PROVIDED DURING CCNSTRUCTION. � STORM DRAIN - - - - - - - r_EAN OUT ss CLEARANCE RING 'C�S7P'iL -ION, CNTRACTOR SHALL BE REQUIRED TO CONTROL ON SITE �JiRACTCR a >_ .ES ONSIBLE =GR ^rROVIDI�'6 ADEOCATE iSANITARY SEWER - - = - - - - ONCRETE __NC. =3+ 4A TER RL`OFF !SING :_Y "PCRARY ROSION /SILTATION ?D y{ _C "O7EC :YE EOUi =l "ENT, cLA ocaS. AND ANY -Y CONCRETE MASONRY UNIT _lAU NTRC DOOCCCURES.J "!0 SCD?MENT LADEN STORM WATER SHALL 3E ALLOWED =E3LD AC'? JS -C °P?!EC T =E LIFE. -EAU TH. AND SAFETY OF THE iD0 STI HATE. 8 "0 - - - - - - - - - ME C' R< j CONSTRUC ?ION _NS R• ^ D UC =ARGE InTD TIC CITY OF RENTON'S STORM DRAINAGE SYSTEM, _ '_ AND TO PRO,E.. PROPERTY 'N CONNECTION WITH THE i NATURAL GAS DEPARTMENT PT• R ONTO ADJACENT PROPERTIES. = rD°MANCE DF WORK COVERE7 BY THE CONTRACT. ?NY WORK WITHIN I ! DIAMETER A. - VELED RIGHT D= WAY THAT MAY INTERRUPT `ORMAL RAcFIC FLOW TELEPHONE r L RAWING YG• :R ?NU CONSTRUCT !ON. ALL STREETS, PUBLIC OR PRIVATE. ADJACENT TO S j!. -DUIRC . -.N APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC =.AST - - ELECTRIC DUCT E LEVATION = =y =IS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM - -TN RING DIVISION OE T -E DEPARTMENT OF PUBLIC WORKS. ALL j V SI E CONSTRUCTION, AS DIRECTED BY THE CITY. _ L .'JS OF TU W.S.D.O. -. ST= .NDARD SPECIFICATION 1- C7 -13. TRAFFIC MANHOLE DUAL D '.DL. SHALL APO! "CETERA C J!RAC :OR A; ALL dES SHALL FOLLOW ALL STATE AND LOCAL SAFETY CATCH BASIN - - ?STING __X; ST• OUI MENTS CURING CONSTRUCTION OF THIS PROJECT. SPECIAL CARE SHALL BE TAKEN JAL! R INFI�LED CONCRETE (RCPT 41 ,: DUBBER CdSKEIED JOINTS - EXPANSION P. >;Cn_N6 OPERATIONS. 31HEE ING AND BRACING. CRIBBING. ETC.. :JUST ! a. _.. 5 FIRE HYDRANT a RE HYDRANT - __. 6TALLED AS REQUIRED 0 PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S PE ',PATER = J 7 0 !! �J C! u ? `JCR 3?AMETER IITH SOL_7 _ -RING -79. I THRUST BLOCK 0T <E _ PL ANCC WI 44ISHA E6J_ATIONS. CE RAVEL RAV. ERE 'TORE HAN ONE STANDARD IS REFERENCEO ON THE DRAWINGS J V POWER POLE NVERT ELEVATION - R : "4 PECIFICATIDNS AND THERE IS A DISCREPANCY BETWEEN ' w MANHOLE H u , SHALL = D VERIFY LOCATION AND INVERTS OF ALL CONNECTIONS TO LIGHT POLE HE AO E +ORE STRINGENT APPLY. iMONUMENT MON. _ :JG STORM DRAINS PRIOR TO CONSTRUCTION. I ?1MEDIATCLY j ELEVATION _O.00 o NORTH N STANDARD DETAILS FROM THE LATEST REVISION OF THE CITY OF RENTON 4- .Y ENGINEER OF AIL D:SCREPENCTES. NOT TO SCALE ITS 'TILITY ENGINEERING STANDARD DETAILS." I FENCE — '— '_x — "— - - - -- NUMBER PAVEMENT PTT. -• 7 IENCH SHORING DESIGN BY CONTRACTOR. j SILTATION FENCE x x x — x x x — POUNDS PER SQUARE INCH = 7 PATCH OR REPAIR PUBLIC SIDEWALKS. CURBS, STRIPING. AND ROADWAYS PER APPLICABLE POWER POLE Pp TTY OF RENTON STANDARD DETAILS AND SPECIFICATIONS. PATCH ROADWAY PER(,6� DITCH OR SWALE PRIVATE SANITARY SEWER PSS RADIUS 00 R. CONTOUR LINE /�00�� RAILROAD R. 9. PATCH OR REPAIR PAVEMENTS WITHIN DRAINAGE AND CONSTRUCTION EASEMENT PER i3� ! CLEAN OUT 3 CO REQUIRED REO'D. -9 SANITARY SEWER 55 EM E ! WATER GATE VALVE " SANITARY SEWER FORCE MAIN SS FM TEMPORARY BOSTON /SEDIMENTATION CONTROL NOTES w /BOX STORM WATER DRAINAGE NOTES KEY OPERATED VALVE SCHEDULE S -CH. BEFORE ANY CONSTRUCTION ACTIVITY OCCURS. A PRE - CONSTRUCTION i W /BOX SECTION SEC. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- MEETING MUST BE HEL ? WITH THE CITY OF BENIGN DEPARTMENT OF PUBLIC ! SURVEY CONTROL POINT: `SHEET Sp. CONSTRUCTION MEETING MUST DE HELD WITH THE CITY OF RENTON 4ORKS DESIGN ENGINEER. SPECIFICATIONS SPECS. DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. PROPERTY LINE ------ - - - - -- j STANDARD STD, 2. PROVIDE SILT FENCE ROUND PERIMETER OFrTRENCH 'EXCAVATIONS. STANDARD DIMENSION RATIO 9DR 'LL CONSTRUCTION SHALL BE 'N ACCORDANCE WITH THE CITY OF RENTON GiJSr L! SILT FFNC _P T ;E CITY CF RENON IANDIARD PLAN SHEET -.I. RIGHT OF WAY STORM DRAIN SD STANDARD SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION. _ TELEPHONE -i ^� TEMPORARY EROSION CONTROL SYSTEM SHALL SE INSTALLED PRIOR TO RAILROAD TEMPORARY `, 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE _L OTHER CONSTRUCTION. -- cdPORARY EdP. DITCH CENTERLINE TOP OF CURB /� APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC YORKS. A r MAINTAIN NATURAL VE !AT. iJ OUTSIDE OF ;!MEDIATE CONSTRUCTION EASEMENT ANY DEVIATING FROM THE APPROVED PLANS WILL REQUIRE ASEMENT Top P OF PAVEMENT '/p ARITTEN APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC_ REAS -OR SILT CON7PUL. TOP OF VAULT T/V NORKS, DESIGN ENGINEER DR STORM WATER UTILITY. YPICAL TYP. 5. AS CONSTRUCTION PROGRESSES ND SEASONAL CONDITIONS DICTATE. THE NASHINGTON INDUSTRIAL COPY OF THESE ?PROVED PLANS MUST BE ON THE JOB SITE WHENEVER = N COATRO TC i 'E MAI' ._` NO /GR AL -FRED AS SAFETY AND HEALTH ADMINISTRATION NISHA GNSTRUCTION IS TN PROGRESS. C UIr D B , 0: 'u ENSuR Oi _JUIiJ6 NITH / _ R05ION /SECIMENTAT_GN CONTROL. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION o. ALL TEk1PORARY SILTA7TON CONTROLS SHALL 3E MAINTAINED ARE NOTED ON THE PLANS. _N A SATISFACTORY CONDITION UNTIL SUCH TIME THAT LFARING AND/OR CONSIP:UCTION iS COMPLETED. PrRMIANENT 3. L SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO 'iA!'JAGL raC1LIi ES ''E U?=RA!IONAL. . JD THE 'Oi- :`JTIA_ FOR EROSION I'LL AND CONSTRUCTION. AND THEY 'MUST BE SATISFACTORILY -AS PASS, 'AINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED THE PUBLIC RIGHT OF -WAY SHALL BE KEPT CLEAN. .RACKING OF MUD AND EBRIq FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH 40BASS SEED MAY 3E APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, - lS .uND1T!ON WILL RESULT IN ALL WORK "uN THE SITE BEING STOPPED. ,T! J ?HER THAN CITY OF RENTON APPROVED STANDARD MIXES. SHALL BE SUBMITTED BY LANDSCAPE ARCHITECT AND APPROVED BY THE R. CATCH BASINS /INLETS WITHIN CONSTRUCTION AREAS SHALL BE PROTECTED _ EPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. PER THE CITY OF RENTON STANDARD PLAN SHEET Q. WITTM w� of WAS qy 3 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED ALL LIMITS OF CLEAR NG /STRIPING AND AREAS OF VEGETATION PRESERVATION FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.1(1) OF THE CURRENT -S S.�O,YN ON THE PLAN SHAL BE F _ - CLEARLY TAGGED TN THE IELO 3 h" z o STATE Or WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE :ND OBSERVED DURING CONSTRUCTION. _ ONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH vw\ssa 30TTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS 10. TRENCH EXCAVATIONS ARE TO BE BACKFILLED TO MATCH EXISTING GRADE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO T THE END OF EACH DAY. ?HE TOP 5 INCHES OF FILL SHALL BE CRUSHED Slo ALi C UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE GRAVEL SURFACING. SL!PPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING D�2057 examen u9 94/ S .ALL BE AS SHOWN ON PLANS. 1. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT i l _EVEL IN PAVED AREAS AND S" ABOVE GRADE IN ALL OTHER AREAS. i 10. OPEN CUT ROAD CROSSINGS THRU EXISTING PUBLIC RIGHT -OF -WAY WILL NOT j SSOE, INC. SE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON i ENGINEERS ARCHITECTS PLANNERS DEPARTMENT OF PUBLIC 'WORKS, DESIGN ENGINEER. 3017 112TH AVENUE. N.E., SUITE 101 BELLEVUE, 'nASHINGTON 98004 TEL. 206- 827 -2950 SWIG -/O - ? ®S! A 3ln?�m !o - 5-92 /V - I I IL 1 ' NUM6ERT 915011 — � � i ? _ OE IORAWING ..,2 i (UMBER T j ! -TTY OF RENTON DEPARTMENT OF PUBLIC WORKS GENERAL NOTES, ABBREVIATIONS I AND LEGEND r DESIGNED: S. W. T. DATE: 02/28/92 FILE NAME: 1103C2 ;�4Z DRAWN: L .'iI. 0 ISSUE FOR BIO SWT 0/10/92 CHECKED: SCALE: NOTED F D eoo r ancE NO. REVISION gY APPR. DATE APPROVED: ' -HEFT: 2 Of: II T 1 I A I I 1 ! 1 I OVERALL PLAN SCALE:1" =100' SWp -/o -2 ®5/ At r r r i i6 e s Y i r i g r I j NOR. iC J4e49 ,ntAMM01 1 10 - 4- - 9Z I \ O� BURL INGTO \;\ R EE 9 7 NEW 84"P \\ �( EW- ,DOUBL P IPELI NE \\ I DING C8 'f -d -93 j 0 ISSUED FOR BID SWT 6/10/92 i NO. REVISION BY i APPR. 1 DATE i l L: I i NORTHERN !j i i PELINE 54" i f I 1 nr 7 �GJZ� e WITT,y WASyx�9 , 23 545 F O ® �NALF ExPIBES 1/9/ `(`{ I !� SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL. 205- 827 -2950 SHEET IPUMBERT 0,15011 -03 I 5 OF IONUMBER CITY OF RENTON DEPARTMENT OF PUBLIC WORKS j OVERALL PLAN i DESIGNED: C.0'CDNNDRi DATE: 02/28/92 FILE NAME: 1103C3 DRAWN: �• TOBIN CHECKED: (J SCALE: ["=100' 1 FIELD BWK, PAGE: APPROVED: SHEET: 3 OF: ii I i 1 i i it >✓ sZas� _0 �---�— -� r _1 25 -: - �T G 18 SI} T } ' s t + E _ _ F c 10- z - N! _ ° W. :T d.OG t¢7 Cn (d Cfl w L(1 __ _____ _ ------------ == = ----- = - --- -- - - - - -= - ___- ___- __- _ - -_ -- - jt i '-'�- a__._______- _____ t.. -------------- - ______ ----- __________ i I --- � - _ F 4=$ 4 = -- 1 t - t. 20 -= -�^ - - - - - -- ---- --- - - - - --- --`------ - -- - - - - - -_ r' - i - - 1 t - -------------- -- 15 ff - - - h = - } - -= = =- IO f t'1 - k ii(( z1 0 2" 3" 0 20' 40' 60' PROF I LL ;'ERT. 1° = 4' HORIZ. 1" = 20' GARDEN AVENUE N. GRAPHIC SCALE STATION 0 +00 rn T I GARDEN AVENUE N. STA 0 +15.5 = M N / -f3 ;e,rr 295° / PROJECT STA 0 +00 Z 426.84' EXT'G MH STA 0 +20.. / 3 ! r— REMOVE & REPLACE EXT'G EXTRUDED REMOVE & REPLACE GUY WIRE AS REO'D. a + / REMOVE &REPLACE PAVING (TYP) j 2- � -•� 1 :flNC. CURB AS REO'D. (TYP) COORDINATE WORK W/ PUGET POWER. _. _ -.-__ I 48" SO IE= 20.81(W) ! / _ - MH 3 ST- A - — — — — — — - C r �o: RT BAR N AVE. N.) AVE. Na ' "N — -- — -- - -- --- - --© --- - - - - -- - - - -- 0; — — — ----------- – l – - - -- – – Z p F MH l -�F� ----------- `' ----------------------------------------------------- ------------ - -- -- - -- --------------------------------------------- s N L / 5v 5 sr 36 ------------------ � - � _ WITp fn _ CURB (IY: 7Z'~ �%° -� _ .�.[�` aF WAS Al' CD q8 .. x%05-- ----- -- j S / [ S % N i)4 -55' 55" W ( \ ` \ 4 ZF, w °! N 00 032'17" E 2 25 �F ! T PROTECT EXT'G l RIB IJ _- n REPLACE PAVING PER \ °� STORM DRAIN ® SIONAL�� r It' SO IE= k'fN.) _: � ie %PInEe I /9I •/ MH 1 STA 0 +35.00 ±(35' RT ¢ GARDEN AVE) " * ¢1 48" SD IE= 20.66(E) O1 '1 2 STA PROVIDE 3" TEMP. 10 132° D[A PER CITY OF �� 35.56' RT GARDEN AVE. N)i ASPHALT PAVING UNTIL y (w SEETON STANDARD PLAN 3.2.3 0� IE = 1 16 %8?`' - - -- - PERMANENT PAVING INSTALLED. ; _: o i i C -9 SSOE. INC. ENGINEERS ARCHITECTS PLANNERS -. - L".Zb 3015 112TH AVENUE. N. SUITE III -------- - - - - -- - - - - -- --- - --- -- - __ -___ ___________ ! 6ELLEV UE. WASHINGTON .... TEL_ 206- 827 -2950 CnI — UTILITY EASEMENT \ REC No. 4F8809230146 TEMPORARY CONSTRUCTION _ONE. z. VERTICAL DATUM= CITY OF RENTON (BENCHMARK: CHISELED SQUARE @ TOP OF CONC. CURB SOUTH END CURB RETURN n S. W. CORNER OF N. BTH ST. & HOUSER WAY N. ELEVATION- 36.70. CITY OF RENTON FIELD BOOK #310. PG. 56.) ' wjo —/®—`OJ® STA 0 +00 THROUGH STA 5 +00 ' NORTH SCALE: 1" = 20' -0 r ! ! ! ! A( ( i i- ° j !PROJEC NUMBERT 9! 5 0 1 1- 0:3 SHEET 4 ! OF i CRANING C4 yy� !NUMBER CITY OF RENTON / ! DEPARTMENT OF PUBLIC WORKS PLAN AND PROFILE STA 0 +00 TO STA 5 +00 , I DESIGNED: C.D'CQNNOR" DATE: 02/28/92 FILE NAME: 1103C4 �J /o- r�_cr2 m DRAWN: G. TOBIN "-20' ry1 d 0 ISSUE FOR BID SWT 1 05/10/92 CHECKED: SCALE: j FIELD 800K, PAGE: N0. REVISION BY APPR. DATE APPROVED: SHEET: 4 OF: x; . -00-LF 390:@0 LF -.-J . 2qi 8 � T 30z 9 �-' 1 - -._ -- � -_- _ _ _- __ __ - -_ -- - -- I - - -- - - -- -- I 35 - - - - - - - - -- - - -- - -- -- - - -- - - - - -. - -- .-_ -. __ -. _- - - - -- - - _ "_ ___- - ___ -.. - -- ___. -_ _... - -.. -. .. -- �- 3 _ -- _ _ _ _ _ ------------------------------ __ -__ __ _ _ _ _ __ _ _ __ ___ _ _ _ _ __ _ __ -_ -- - .. _ ___ - _ -' -- -- - _ _ _ _ _ _ -... -_ -._ .... ___- -- -. - -. 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W -I.- . 6 ;--I ! I- 0 � ! v C - - ---:7 ...... ... I --- ------ - _� - 1 L� c . � -- ----- - ��, ----- I - ---- i - — --< - - - -- ----- - - -- — _ -- 2� �- -- - - .._-` _ - - -- -- - - -�.. -_R - - -- - _- - - - - - - - -- = - :_ -------------------------------------------- is i { _ 9 _ -- -- _ -- _ -, E - - � ---- r- aH 3 STA .. ; 40.46 ` RT= - GARDEN AVE__N) - 2l ^ _ - - -- I ' I E = �J 8�0 - -. - ;� 8 - - - i = - -- - - -. / / '. -- - - - & ? -------------------------------------------------- ° ! P, REtJOVE &REPLACE GUY 1YIRE AS REO D. : ROTECT o ! STORM DRAIN. COOD[NATE WORK ri /PUGEi.POWER. ; m ___ -___ o i 4' !iERTICAL DATUM= CIT`( OF RENTON BENCHMARK: CH[SELED SDUARE ® TOP OF CONC. CURB SOUTH END CURB RETURN @ S.ri. CORNER OF N. 8TH ST. & HOUSER WAY N. ELEVATION= 36.70. CITY DF ^nENTOiv FIELD BODK3I0, PG. 56.) SWp -io 2o5/ f I I 1 I I AI I I I A I I 1 A I PLAN QI . - ! 10 !° .,<.o • - n ;U` Z ! o - • ¢ 1 � GARDEN At�E Ne N 17 °58' 48" J i 1. -------------------------------- �:= -- - - Q - { - -- . - - REMOVE &REPLACE PAVING (TYP) % t i (l \ 30Z 9 c.< - N i7�58'48' ri -- °I MH -4- STA -y�i -- A n !35' RT -It GARDEN I = =2 IF = I -R -4A -I -- - _ ___ _ _ _ ___ _ _ __--- "..- - -- — UTILITY EASEMENT REC No. 4F8809230146 TE ?dPORARY CONSTRUCTION [ONE. REMOVE &REPLACE EXT'G EXTRUDED i CDNC. CURB AS REO'D. SIA 5 +00 THROUGH STA 9 +00 NoRrN SALE :1" =20' -0 jI 0 ISSUE FOR BID I N0. REVISION 0 1' 2' 3' `7`7 0 v 20' 40' 60' GRAPHIC SCALE I I 4 • w[rT . , r1� DF WAS yq! q�21 4 w ' e% o N v1I o O 2 . t � R 23518� 0 90M .. V t - .SlO� AL 14f/ I XPi'ONA I E3 HIB i SSOE. INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE. N.E.. SUITE 101 BELLEVUE. WASHINGTON 98004 TEL. 206 -627 -2950 :EET NUMBER T 915 011- 0 3 DRAWING �, 5 NUMBER CITY OF R E N T 0 N DEPARTMENT OF PUBLIC WORKS PLAN AND PROFILE STA 5 +00 TO STA 9 +00 DESIGNED: C.O'CONNORI DATE: 02/28/92 FILE NAME: IIO3C5 DRAWN: G. TOBIN SAT 1 '16/10/92 CHECKED: SCALE: 1 " =20' FIELD BOOK, PAGE: BY APPR. DATE APPROVED: SHEET: 5 OF: 'A I & I AL I I 1 I I I I IAL I I I I I ji I X98-.88 LF I =?3 - LF 3pz'- isys 35 - -: _ - -- - -. - -_ ----------.--.---------= : : - _ -_- -_- -___ - -- - - -- -- - j -_ - -- -- - -- -- -- - -- - -- -- -- -- -- - -- I .. _ - - - - - _ -- -- - - - - -- -- - - - - - - -- -- - -- -- - -- - - -- -- - - - - - -- - - -- - - - -- - -- _ - - - - -- - - -- -- -- - - -- -- - - -- 1 - - - _ - -- - - - - -- -- -- -- - - _ -- - - -- - - - - 1 i - - _ - _ _ _ = = - _ - -. - : � - - - -- - - - - - -- - - - - -- - --- - :: - • -- - --- -- --- - - - - -- - --' - --- - -- -- ` -- -- - - ' - - - -- - - t - -- - - - - - - - __ - -= - __ __ - - - - - - -- - - - - -- - _.. - - - -- 30 - _ - - - - = I _ -- -------------------------------------------------- - - - - _ _ =I- - - = _ - = �- - ----- - 50 -' 3 - -_- = - - - =IN_AL TRADE:_ _- _ = = =- _ = = _: -- Xi ri+�i GfIADE -Im - __ - - - - - - _ _ - - -- - - - - - . _ - . -:. - _: - - - - - - - - -- --- - zinc - -- - -- - ... -- -- I -- - - - - - - -- - - -- _ - - - --- --- ---- - -- ---. - --I ..... - - _ -- — - - - -- - - _- - _ -- . - --------- - - -_ -- ___ - - - -- -_ _ =- -- - -- -__ i_= --- v__ -_ -_ -_ - _ -- - _ _ - - -- -- - -- _ - _ - - --- _ - - -- -- ,.. -- - -- - -- --- -- - - - - '- - -- - -- - - - - --- - - - -- - -- - -- --- -- -5 __ `_ _ _ __ _ _ - - = __- _ - - - -- - - -_ - - - - - - - - - = _ - - 25 -- - -_ -- -_ -- --- -' _ - - - -_ - -- -- - -- -- -- -- -- _ .. .�. _- _- _. _- _- -._ _ _"- __ ___ _ _ _ __ _ _ �Y� : _ _ _ _ _ _ _ _ _ - S/2_ ._ __ _ __ -_ _ _ __ - _ - _ __ _ _ _ _ :l- __ -�I - _ _ _ - _ _ _ _ _ _ _ .. .. _ - -- - - - - -- _ -_ _ _ _ ----------------------------------- _ _ _ _ _ L� _ ___ _ _____ __ _____ ?' __ ___ __ i x -- _. • O.. ..__ __- _ __- _ ___ __ _ ___ _ ___ _ _ _ __ ___ __ __ _ _ ___ -_ __ - -_ - -- -__ -- __ _. .. -- _._ _ _ _ _ _ ___ _ -_ __ __ ___ ___ __ __ __ ___ -- -- - ._ __ _ ...- ..-- ._ - - -U -- _._ - -. __ __ __ __ _ �� - - - _ - - - - - - = - - - -- '0 20 - � _ � - - 72 °� t€ASS I = Z�3C,P P 3I�S�1i -E;7b - d.COIJ� -__ -_- T`i -_ __ -__ __ -------------- z-_-_-_-_:-- �i-[ - - - i _ _ 1 - _ _ - = -_ _ _ - - - - _ = = -- _ = = - -- -- - - - - - __ _ - - - - - - - - - - - - - - - -- - - -- - - - - -- - _ _ - - - - -- _ - -- - - -- -- - - - - - -- - - - - - - -- - - -- - - - - --- -- -- - - - - - - - - -- - - - - - - - - - - -- - - - -- - - -- - - - -- -- --- : _ ----- -_...- -- - - - - ----- - - - - -- - -- - - -- -. _- - -- ----- - -_ -.._ _ -- - - - - - - - - - - - - -- - -- - - -- - - I - - - -- - -- -- - - - - -- - - -- _ _ - - - - 15 f = _ - - - - - - - _ -- - - - -- --_- - -------------------------- - - -- - - -- -- - -- - - -- _ -- - - - -- - - - - - - . - - - - - t _ -_ . _ -.. - _ -- - - - = - -= _ _ = = -_ - _ _ - _. -- - -- - - - - - - - - - -- - - - - - -- -- - - - -- -- -- - - - - - - - -- - ---- - - - - -- - - - - - _ -- - - + -__ "_ _ - - - -- -- - -- 1 - s. - . - _ - _ = -- _ _ _ _ - - - _ -_ -_ 10 - , - . -- _-- - -- - -- - -- _ - -= - _ __ _ - �_ -` _ =- - -- - --= - - � - - -- -_- -= ----------------- - -__ -_ -- _ - � - - -= - _= - -= -=- -__ -IO 1 I CD ID j °tl o i� o 0 ID ,.Flj :V �IQf M =j i n -I— 3a29t'— -?4 — k- ____ _______ - - ________- _____ _ _ _ _ _ _ __ _. 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WITTY i," '''� � , '5 i EEG REMOVE EXT'G PLUG TA 12 +73.68± ELD VERIFY IE &LOCATION s \ 1 `iTILITY EASE!dENT REC No. 4F8809230146 P-1 AN 11 EMPORARY CONSTRUCTION LONE. �A 9 +00 THROUGH 12 +79°68 ;.ALE: 1 " =20'-O _- __— _. - -..- - __— ___..— _._..- - - - - .. - - I j I I I I I I& I I I I A I I I X I AL I �'&R —V 1 -- ----------- �❑ 3 - ;la ` - - &jr3A)teI #10? 10.93.12 rH .1 Y,6 -91 ---- D-20SI �y9 ,, I /i- rr = 0 +ao —/ - I`� �j" _ 10 TOP OF CUR \ , I '., , . , i/, - I— 27.7 101 205- 827 -2950 \\ \— - _____ _ ______ yJ FINAL PAVING PER �4 - L��- C -9 N 17058'48" W 1i %�' j 11,20 o I cl TOP OF CURB o C> 27.5 �- 27.6 l i �_____ ----------------- - - \ , o MATCH EXT' G aj/,,,, ° GRADE c "I ,< lcF 2 0 20' =0' 6o' 'IERT, i' = 4' "_'! HORIZ. i" = 20' 7iI uPAPHIC SCALE �I c5j —: �N —lo =1+ UOII-+ M —:- - VJ - - -- � - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - --- - -- ---- t- "� EXIST MH STA 12 +79.68 135' -R1 - T 2 GARDEN AVE. N.) WITTY i," '''� � , '5 i EEG REMOVE EXT'G PLUG TA 12 +73.68± ELD VERIFY IE &LOCATION s \ 1 `iTILITY EASE!dENT REC No. 4F8809230146 P-1 AN 11 EMPORARY CONSTRUCTION LONE. �A 9 +00 THROUGH 12 +79°68 ;.ALE: 1 " =20'-O _- __— _. - -..- - __— ___..— _._..- - - - - .. - - I j I I I I I I& I I I I A I I I X I AL I �'&R —V 1 -- ----------- �❑ 3 - ;la ` - - &jr3A)teI #10? 10.93.12 rH .1 Y,6 -91 ---- D-20SI k I' - o ' � � 23511 , RRTIrI�n� I - ':%FIRE! I /9 /:' 1 I Z�:��� 1 \ SSOE. INC. j ENGINEERS ARCHITECTS PLANNERS i3015 112TH AVENUE, N.E., SUITE 1 BELLEVUE, WASHINGTON 98004 TEL. 101 205- 827 -2950 I SHEET -= .PROJECT 915011 -03 3311f !NUMBER OF 'ORAWING �� !NUMBER ( � i y/wv� � ! CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ��9 PLAN+ AND PROFILE STA 9 +00 TO 12 +51 94 1 0 ISSUE FOR BID SWT ! 06/10/92 NO. REVISION BY APPR. 1 DATE DESIGNED: C•O'CONNORI DATE: 02 /28/92 FILE NAME: 1103C6 DRAWN: G. TOBIN CHECKED: SCALE: 1"=20' FIELD BOOK, PAGE: APPROVED: SHEET: 6 OF: 46' SS �. N/ PROFILE S S_ =8' CMP CULV — TEL MH R1M =25.12 OID. TYP, _: :n•08 O STING STA JI +IR 1. ( 45 - 01 SWP- 10-205! I TEMPORARY CONSTRUCTION ZONE° VERIFY LOCATION _ -_ OF EXISTING 96 SS I PROTECT AS REQUIRED_- - T20 �— - - -_- s - L / y 4 .— � — -pOrEcr • EXISTING =STA 25 +05.34 + -�- PE _. 6 -REMOVE AND REPLACE GAB10N WALL AS REQUIRED?— izs TO PLACE PIPE- i E !_-T, A14446 SA + 32_ ze Z2f�1P z - -t 0 1„y. +� '' -�'•r� --+'t- _ ELSTI 15.98— _ �� NG TREES tREMOVE & REPLACE GUY WIRE AS REO'D. 1 42.15' RT ¢ L WASH BLVD SE) 'v_l(tmUVE-AS_R(=OUIRED rnnonrroxTEjO ..ER 4 PLAN 1STA 21 +18.52 THROUGH 25 +05054 Q,+ w& , 10-.5-q2- 'SCALE: 1" 20' / i ��> , s�' Ta:>sv,..cs•'�•+_- "�•'�'a'".. -• OQ` 1 E:. � . � �.i75 � r - a o 'ISSUE FOR PERMIT S'15T -5 -92 N0. REVISION 3Y APPR. DATE AL E E I A I 1 6 a 37 0 2o' -0' 60' VERT. 1° = 4' HORIZ. 1" = 20' GRAPHIC SCALE �6 -93 W IT i /`! WAS/a x q'�'rry 5 4� � TES /ONAL Dam-20Y F3'�' 7 EVIRES 1/91 qy I sSoE. 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I TEMPORARY CONSTRUCTION ZONE° VERIFY LOCATION _ -_ OF EXISTING 96 SS I PROTECT AS REQUIRED_- - T20 �— - - -_- s - L / y 4 .— � — -pOrEcr • EXISTING =STA 25 +05.34 + -�- PE _. 6 -REMOVE AND REPLACE GAB10N WALL AS REQUIRED?— izs TO PLACE PIPE- i E !_-T, A14446 SA + 32_ ze Z2f�1P z - -t 0 1„y. +� '' -�'•r� --+'t- _ ELSTI 15.98— _ �� NG TREES tREMOVE & REPLACE GUY WIRE AS REO'D. 1 42.15' RT ¢ L WASH BLVD SE) 'v_l(tmUVE-AS_R(=OUIRED rnnonrroxTEjO ..ER 4 PLAN 1STA 21 +18.52 THROUGH 25 +05054 Q,+ w& , 10-.5-q2- 'SCALE: 1" 20' / i ��> , s�' Ta:>sv,..cs•'�•+_- "�•'�'a'".. -• OQ` 1 E:. � . � �.i75 � r - a o 'ISSUE FOR PERMIT S'15T -5 -92 N0. REVISION 3Y APPR. DATE AL E E I A I 1 6 a 37 0 2o' -0' 60' VERT. 1° = 4' HORIZ. 1" = 20' GRAPHIC SCALE �6 -93 W IT i /`! WAS/a x q'�'rry 5 4� � TES /ONAL Dam-20Y F3'�' 7 EVIRES 1/91 qy I sSoE. INC_ ENGINEERS ARCHITECTS PLANNERS X015 112TH AVENUE. N.E.. SUITE 101 SELLEVUE. 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R 6; - " 1-6 �L IMI TS OF �! 11 RIP � � ' - y S I� \ a \� \ - LA NT D EME \ : _ A - V�J !1 \ \ �� C a o� �a� ��N 6' �`\ \V `�- 2 \ ate` ' ice.., 0` ^ ,3 -, \ 2© �� ,SZ. `, ;5 1 �: �- > 1. ���� z p >= 4 a , \�� REMOVAL AND REPLACEMENT OF EXhSTING RAILROAD TRACKS ANO �° r< -�\_ �� \\ . 2e-4 L45T'BY BURLINGTON NORTHERN p. �_ - — - �� RSA IBtOA[l (BNRR) FORCES. A ; __ -� -�V�COOR[TINIcTE EXTENT OF REMOVAL % �.�,IS V `� 4� NICE -, 'V A s��' wI BNRR �� �/� �I V + �� s\ '�� �� OJkCT EXIST PIPES f�_�.�. 6 5 � - \ � _ tee\ rr �� VERIFY I WATION-OF 11 , E � . ;, `/` _ J r> 4.93 EMT 96' "SS PRIOR�O `, , 08 sso _ F. :4.97= CONSiRdCTION. PRDTECT� ��� ., �, tWABLE 1-0 F � \ �S REOUIREOS-, 13 4-:2 `lORTN SCALE: ! " =20' :DRROINATE BALLAST Toll - o SHEET I EiUIREMENTS wf n L V OF :i ' NRR CITY OF RENTON CO!.IPACTED BACKFFLL DEPARTMENT OF PUBLIC WORKS LAID IN 8" LOOSE LIFTS Q, EXIST GRADE DESIGNED: 957 MAX [MUM DENSITY) a' NEW 84" CONC a K. MAY CHECKED: 108" ID STEEL CASING A. - . i L APPROVED: -1 �� 1 ., =y 1 OEOUATELY 1 f r ^ - - 1 x RACE EXCAVATION i 1 �/ _ MEET ALL SAFETY -6 1 A =ODES AND REGULATIONS - 'TF I / / \ ROTECT EXIST ^ i // / \1 \I V CONC PIPES a . \ _ l _ � `� \ \��', EXCAVATION - I y _ } ��� �� 0 " ` OMPACTED PIPE DOING IN 2 LAYERS - 95X MAXIMUM DENSITY) oROUT ANNULAR -PACE j�C1ION SCALE: '14„ =11 -0 \!�) -i) 5, ..,..,.. -, ::� iJ .L, ?',' 01 3� t[k flkt�+ l� -g -q2 1 I I r I 7C I I Z 0 ISSUE FOR BID S11 5/10/92 ND. - REVISION BY APPR. : DATE I i I I i A I I I 6/79¢ : I sy � 6ia -9S__. 0 2° 0 20' 40' 60' `1ERT. HORIZ. i" = 20' GRAPHIC SCALE 4-6 -93 , �„ Djm2051 � /I I t /e v � SSOE. INC. 1 ENGINEERS ARCHITECTS PLANNERS I 5015 112TH AVENUE. N.E.. SUITE 101 SELLEVUE. WASHINGTON 98004 TEL. 206 -627 -2950 PROJECT NUMBER Toll - o SHEET I DRAWING NUMBER n L V OF :i CITY OF RENTON . DEPARTMENT OF PUBLIC WORKS PLAN AND PROFILE DESIGNED: 5. W -TODD DATE: �!LE NAME: 1103C7 �RAwN: K. MAY CHECKED: SCALE: 1"=20' ' HELD so.: IPGE.- i L APPROVED: SHEET: OF: f r ^ - - 1 x I 1 I 1 1 �8goin PROPOSED CONCRETE SACK RIPRAP -� / ''•...°::'. PROPOSED ROCK RIPRAP \ PROPOSED LOCATION OF NEW CORRUGATED METAL PIPE x PROPOSED LOCATION OF REUSED CONCRETE OR CORRUGATED-METAL PIPE EXISTING LOCATION CONCRETE OR k CORRUGATED -METAL PIPE PROPOSED MANHOLE LOCATION x o O EXISTING MANHOLE LOCATION N� 4111J +� /x NO. LOCATION STRUCTURE NOTE — +� x - -- 0, \ PUGET SOC / h— - -- -- —r— UN POWER & LISzHT — — — �G - ��'2�, SHUFFLETON STEAM' PLANT — + x �O / -- — — + a <9 \+ x Existin r +\ o li o� ♦ San. MH. \ �\ \ Col EA.stin - - -- __ -_ g Existing:: I -62 sx 48'CMP x -- - - \ \` Existing. N I -683x 48"CMP Gate Control Lock 2- 68 &x48'COnc \ 1- 70'&x42 "CMP COQ X�- X�x --X�X / Pole to be Reset �; - - - - -- - 0 c _ 1 -70 &x48` Conc. d % -- --X, 1 -67' &x48' Con.. X Existing r Silt Collection Basin \ /i/ �/ Pole •i .f X X \'\� Existing, Catch Basin 9 r C - -- }\ Grate E 23 9 Power P;6 I �dy 16 s "� a Outlet et Inve,e rt 2325 `/ r / Exist. Outlet Invert 19.11 \\\ \\ Tph089 ,yOQT O 4/( +� �` Existing Grate GElev Basin CITY OF RENTON y ^ L� < _ `cr B'Outlet Invert \ Power Box 111 \ \i W' �� Existing . r -7 ` _ 1.66' x48 Gana FR u �, LAKE WASHINGTON BEACH PARK t\ \ �� 9 I 66' &x48'CMP I -48 &x48'Conc. a \ \m bay 7�p rL i ,tiox °` /S °soh ° °z Pole (Conc. SiAewalk C_ur -,_o B Gutter 6 BEACH PARK 6 w.t vhl j -S. ACCESS ROA\ \ x~ "Exist. Outlet Invert 22.92 Conc Curb 8 Gutter \\ (kW . Existing. I -79 tx 72x 44�CM Pipe -Arc AzItL \ OFeU \\ \ ®Oi Existing r X�n San. MH. Force _ N (ROAD_ x! x _ �Y \ \\ BO NCikTN ER x RLINGrON I VIA \ \\ a/ ` H iii \\ o �' 4 WAY RO90 oG N. Existing \\ A, Storm �Y MaMOIe V Existing CITY OF RENTON Storm - ENGINEERING DEPARTMENT Manhole LAKE WASHINGTON BEACH PARK STORM SEWER OUTFALL — PLAN ' DESIGNED- PATE 1)-1-72 FILE NO. DRAWN CHECKED SCALE 1 x40' 1D_a e°°x_Z _Q w K'GI REVISION BY ( I APPR. DATE L APPROVED SHEET _OF 2 NO. : w � • � NIIGROF`LPv]EP .w__W__� _a.�....�_ . _ .� .... � ,�,�_ __. � — _ _,.