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HomeMy WebLinkAboutR-3847116to a co W 04 $ 0 0 N Z 3 .j O w ® STA: ARREST +/ MATCH Ex 4 2 RECD! C&G x AT .NEAREST JOIN — — — »> O v 3 DRIVEWAY MAI --'--- rnAl 4 ,. , . a7�1 .mac+, • BEGIN C&C �' pk wriT P(UG GGLj °L 9i _ P(UG) P, __ Pte-____ P( Lllc) m 1v��, 4 4 D/W-� - _P L40.38 D�/W-I ~O1-' ELECTOR AT NEAREST JOINT ,G 0 20 a0 80 — - - -lo - I C R _ }I —� _ 0 6 o STA:) 56+B9 +/- MATCH EX. $ >< $ 6' 9 91' a- �6^ WwDSCAPE REST JOINT "' oGAS MARKER ROW TO DEE 4 2ON CB =' ST CB ------ --- co HTVKANI G 3 WAFER M/H - - - ___.- _ - _ .�•�___ _ ,�� - 3t[AE" - - - - - 39.00'R r HYDNANI R 1 _ OWER S LIGHT �� , BVSTA. , r o\`5WER AU 1 NEW 6' STANOARD.'� /--X / t +63.2STk 56+94.58<4>T WIDE C .T `-� ( W/ABOVE GROU 0 ER AULT SIDEWALK > TRA FORM R� 5' / ` END NEVNEW 6' SIDEWALK t NEW SIDEWALK 510 ALK 1 b0 0 TEL. EASEMENT r RA IF F RMER N STk TU6+42 _______________� /REGNO.79040,599-W-----1 NEW PRIVATE SIDEWALK ----- BEGIN/ NEW 6' SIDEWALK __ I / r 0 Fz r.r w a 0 willv _ Gi UG ,. :n.SIGNALPl00 (TYP a W° _ 7 a g L-47.41 D/W�- COLLEC70R ----` 53400�DjYVj A. 66+10.21 v( 5 k e8 GWAT$R M/H (NP.) 8 AT NEAREST JOINT 8 yp• 8 6 g $ v FF SSS STA: 62+79 +/ C X. h _____ STA: ARES J MATCH E . L Z W {V IIT -REAR INT 4 RN TO DEED B' 6' 2 END C&G •ri AT NEAREST J ` P o I o 7 0 7 � o ER _ a _____ 4 2 -L BOX 7 9 .. a - - NEW9tOW UNE •— -{- - .9. !._ LIGHT STANDARD II 'A. 63'(66 +/-PMATCH EX. 8 NEW LANDSCAPE ' 4 4 J�YDRANT WATER VALVE (TYP.) AT NEAREST JOINT 3 EW DRIVEWAY A:71 + E%� 4 1 TYPE C3B /�` BEGIN NEW 6' WIDE T ST JOINT ) 1 1 EW SIDEWALK'" !STA: 66+50 +/- MATCH EX. STA: 67 `g SIDEWALK 1 ``. 1e -4a \ END 6FT WIDE NEW SIDEWALK STA: 65+66.72 I ) �" AT NEAREST JOINT I, A7 NEAR 1 r 15' POWER EASEMENT 1 ' r nOEND NEW 6 FT WIDE / 0 20 40 80 MATCH EXISTING SIDEWALK r ` REC.NO.7903060824 - Q! SIDEWALK MATCH EXISTING WATERLINE EASEMENT r (� SIDEWALK -DyEWALK WIDTH REC.N' J 0.8109020146 I'- J i NEW PRIVATE SIDEWALK fl4.5' R/W q45• NEW ROW LINE .. I' 39' TFZ IN(O EX ROW UN E-A 5.5' 1 *i O N 7' + - VARIES I EX PAVEMENT VARIES 5.5'+/- 6' ' y 1' SIDEWALK VARIES 1]'+/- TO 26'+/- 27' +/- ptkryTEg EXISTING SIDEWALK �M'iEs 0.5' SAWCUT - SEE 0.5' SIDEWALK A, __ _ VARIES STD PLAN 103 --VARI_ 22 4 .____________y____S ____�`-VARI__________--_____________ 7 ONEW VERTICAL CONC. CURB & TSIDEWAUK GUTTER WHERE SHOWN ON PLAN. MATCH WITH EXISTING SECTION A -A SW 41st STREET 6 NOT TO 5CALE STA 55+66.00 TO STk 70+00 LANDSCAPE AB-BULT NOM VB111CAL DATUd THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT MID RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTOR IN AUGUST 2017. A BB11CFMI BEFORE YOU M- FIELD SURVEY BY BARGRAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017. CIN OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRIVATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD Z WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PIANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING 811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) SW DRIVEWAY -LIND iIDEWALK MATCH NO WIDTH +/- MATCH EX. JOINT IKEA S k"I r - / vITYPE C28 ^ FIRE LOOP (1 CONSTRUCTION KEYNOTES: 1 PCC PUBLIC SIDEWALK AS PER COR STD PLAN DETAILS 102. SECTION ADJACENT TO BUFFER STRIP. SEE DETAIL SHEET C2.5 ONEW CURB & GUTTER AS PER C.O.R. STD. PLAN 101. REPLACE AS PER C.O.R. STD. PLAN 103 SEE DETAIL SHEET C2.5 ONEW PCC DRIVEWAY ENTRANCE AS PER C.O.R. STD. PLANS 104.2 AND 104.5 TYPE AS NOTED ON PLAN. SEE DETAIL SHEET 02.5. SAWCUT AND REPLACE ASPHALT AS PER COR STD PLAN 103. Oq MATCH WITH EXISTING CURB GUTTER AND SIDEWALK AT NEAREST EXPANSION JOINT. FIELD VERIFY AND CONFIRM EXACT LOCATION. ONEW SIDEWALK, C&G. OLANDSCAPE, SMOOTH SURFACES AND LANDSCAPE INCLUDING STREET TREES AS PER COR. SEE LANDSCAPE PLANS. O7 FRONTAGE LUMINAIRE AS PER MONTAGE ILLUMINATION PLANS SHEETS 1-9. 8 NOT USED ONOT USED 10 NOT USED e1 GENERAL NOTE: W 1 TREET UTILITIES) HALL BE AS PER THE CITY N D RENTON�CODEIC CHAPTERN101NG SECTION 9 -OF -11 MUNCH RESTORATION AND Ny 3 STREET OVERLAY REOUIREMENTS. TRENCH RESTORATION SHALL BE EITHER BY A PATCH OR OVERLAY METHOD. AS REOUIRED AND INDICATED N CITY OF E Z RENTON STANDARD PLANS H032, H032A, AND H033. 7 II 2. ANY VAULT OR J -BOX LIDS REMAINING IN THE SIDEWALK SHALL BE ADJUSTED TO MATCH FINISH GRADE/FLUSH WITH SIDEWALK SURFACE AND WITH NON-SKID I UDS. O GV A 3 WIDEN EXISTING DRIVEWAY -49.5 / JBOX -7 i�wr If7 �ti' SW 41st STREET STA: 56 89/- MATCH Ex. N o X -AT NEARt ST INT OO T 1All .�wYs �1 I = 20 FT CITY OF RENTON AS -BUILT IKEA PROPERTY INC EDEPARTMENT OP PUBLIC WORKS N S. Gq 420 ALAN WOOD ROAD rNA& AS -BUILT DATED: 12-15-2017 SP p1 5 A CONSHOHOCKEN.DIGHT PA 19428 �� S0, SW 41ST ST. IMPROVEMENT PLAN CONTACT: DWIGHT E. SLATON CFECKID F v� CNSi1KOl10N 4ANAGER To CITY aTAFDAFDB P: (810) 634-0180: OA ]05-Ne-4E2J m Z IKEA REDEVELOPMENT, RENTON, WA. Approved 6y. Date E: over: Te�eaarKre S+�M - Approved 6Y: Date 6527 p .x EBC4NEER: 0 = 0E CM Approved try: Dole TSS ONA LOISIEC"G\�� y01 182&215 72ND AVENUE IEN TSOUTH KING ENT. Z0 4Qg DATE 6/11/2015 faF:xo. 015001266 �At CONTACWA 32JAY GRUBS. PE It END aEQ® JSG BCA1P 1-=40' FHt)BOOK PAGE_ roved Dote (425)251-6222 APPS G`1,8-1 GF42 R-3847116