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HomeMy WebLinkAboutR-394953Nt C'7 I I 0 W U N H (.7 W N w Y ry m r) Q r) Q M Lf1 O M N O N O N Lf) �1 70 w ry Q u7 N N V) 0 U i N a� V) r� a a 0 0 a� ry Ln N N i 00 V) U L �I w so M SDMH 67580 m RIM 36.83 IE E, 6" CONC I� IE 30.8 N, 24' CMP IE 30.6 S, 24" CMP IE 32.8 W, 12" CPP CB 67576 3' RIM 36.43 E, IE 33.5 I \ KNOWN CONNECTION I I U0 W z I Q I j I-� S, 0 I I� I J I n rjS 1 i �ih . • �.. Ill I lieu IM 36.52 I.F0 H IE 34.1 NE, 6" CONC Val SDMH 67608 II I RIM 36.81 IRT IE 32.2 S, 18" CMP IE 31.4 E, 24" CMP SPIKE 102 IE 31.4 N, 24" CMP IE 33.9 SW, 8" METAL V II SSMH 67820 / r XI AHEADI RIM 36.63 I I IE 30.3 N,S @ CL ® �I I I I I gUP-UI - 3 71760 IM 36.63 3F n F. 3" PVC I 60 25 B 67579 IM 36.48 I 34.9 W, 6" CONC W► 1 SMH 67611 I IM 37.06 I E 27.9 E, W @ CL / IE 30.4 S If- IE 30.3 N IE 29.2 SW CB 67741 150 RIM 37.70 I - - - SSMH 67610 IE 33.9 NE, 6" CONC tE 29-.9 E,- W @ CL T IE '30.2'N tE 30'.2 S - = T--,�-GP_ _ �_ GP! _ - -_ IDUCT�- - J-GP- P- - - T---- 31T DUCT SSMH 11881 � 1 RIM 38.02 IE 29.7 SE-W @ CL 18 CONC IE 30.0 E, 8" ABANDONED STOP/RT.YNLY ONE.UC �P =-f � sT - - - -ss- S 2ND ST Tss = T---- T- -- - -T - -� --SS - - - - - SS 17� .� 0 \ CTL MH, 6.5'x120x8WAY CTL MH, 5'x10.5'x6' \ DUCT UCT TGo J T -- T- LJ T TUN _ U 7- DUCT T T D41 T CTL MH, Y.T C5 5'x12'x8.5' O . ., . ✓i l , ... IC ' 11 I 1 - I r , * , , _ 1 !!;2'�'DrSD 11 _ / 1 1 1 .1 �► UGP- UG Gp _Q�J, pIl\ I rOlt SSMH 11882 II �1� ,Illr ,Illr ,III, ,IIR ,' • .���D�- ` _ �� • iiiAr C NW O` .. ❑1 !sue 1 pi w SDMH 12319 CA RIM 38.34 U / _ - UGP- IF I E 32.1 E, 18 " C qN C I IE N/A, W, INACUS IBLE �I / W I 24" IRON PIPE NE- I III I CB 67818 RUNNING THROUGH TCR o Q I I RIM 36.39 655 IE 33.4 S, 18" CPP ONE.WAY.(W)�TREET I w l I IE 33.8 N, 6" PVC I CB 11950 RIM 38.37 I , W IE 35.6 NE, 12" ONC I , SDMH 12318 RIM 38.48 PLANIE 33.2 E, 18;; CON( I I 0 10 20 40 60 SCALE: 1"=20' • - - _ - - 55 % . . . . . . . . . . . . SS s �f _ C1+00 - - PLAN 20 40 SCALE: 1"=20' NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN rra smi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET 1 10/26/2022 JJM RECORD DRAWING NOT TO SCALE NO. DATE BY REVISION i m SSM 11722 RIM 38.40 IE 22.1 S,E-W @ CL 12" CONC CB 11711 DUCT RIM 37.88 IE 36.5 W, 6" CONC IE 36.5 E, 6" CONC STREET/ONE.WAY SSMH 12322 I RIM 38.73 IE 32.0 S,E-N @ CL 12" CONC fin r- T DUCT Ffl DUCT - AT&T HH 463 TA -39. I _ - T DUCT 7 T- ~---T -- ==TT== A2.3 40 -39 0) fn I --SDJZ -- SD -__-_- G---- _ --UGP - -- -U 51 MIN.PRKG SDMH 12317 RIM IE 34.0 E, 18" CONC IE 33.4 W, 18" CONC LOCATION OF ALL SPU RIVER PIPES APPR( ONE.WAY.(W) CB 12088 RIM 38.11 IE 35.7 E, 6" CONC IE 35.1 W, 12" CONC SDMH 12087 RIM 38.52 IE N/A, E, CAN'T SEE PIPE RENTON DOWNTOWN • UTILITY 'D IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1O CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 5O CROSSWALK PER CITY STD DETAIL 127 O CHANNELIZATION MARKERS AND/OR TRAFFIC ARROW PER CITY STD DETAIL 109 AND WSDOT STD PLANS M-3.40-04 AND M-24.40-02 R-394953 LEGEND PERMANENT HMA PATCH PER CITY STD DETAIL 110.0, 110.1 AND DETAIL 2, SHEET R-40 ae a °I CEMENT CONCRETE SIDEWALK OR a a DRIVEWAY F_ -1 SAWCUT GRIND & OVERLAY PER CITY STD DETAIL 110.0 AND 110.1 REMOVE AND REPLACE WITH 6" CSTC BASE AND 8" ASPHALT PAVEMENT S 2ND ST AND S 3RD ST ROADWAY RESTORATION PLANS STA A19+20 TO STA A23+40 & STA CO+00 TO STA C4+80 PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: January 2021 SHEET R-5 R-6 99 of 121