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R-394927
rn co I 0 Lu U N V) u N z O Lu w w Lu r-, J Lu a M N O N O ,-1 ,-1 I 0 I 0 I I Ln N N I L0 a� v 0 U N ru L d d 0 c 0 ry I N N i 00 U a) 0 L �I Lu STA C14+50, 20.9' 11 1-CB #20 STA C14+50, 15.8' 12 1-48" SDMH #19 316 AC CB #23, SEE SHT SD-20 1 48IN SDMH #20, SEE SHT SD-20 CB #22, SEE SHT SD-20 I CB 76593 AC RIM 32.07 p IE 30-9.E, 6" CONC AC �3 0 - - .. p .Q I . 27 -I p- a - SS - - - - - 5S .a - - + b, - - - 18" PP SD o C0 U = 19 o o I O Q DI - - - - 12"W DI - - 112"W - - - - 12"W DI - - Lu C15+00 �3 , - � - Lu = W I� .� Off..- .,��.. ��. .� .�.� - U) Z 24" C900 SS 33 U J 24 v L /I - - -HR.-- 62 ujw- - 4PRKG GP 6 3 Q P a a bll n I IO O I STA C14+63 21.1' RT o 1-CB #21 11 I I 315 319 I 1 I RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 40 1 35 1 30 1 25 1 20 1 15 1 10 5 RAISED WOOD PLTR RAISED WOOD PLTR 103 a 13' METAL & PLASTIC, W/POWER, a "3RD STREET PROFESSIONAL BLDG" 321 325 w Lu 3: 3: Lu w l In rn SEE SHEET SD-20 FOR CONTINUATION �I J. I II I O V)cm Lu CB 76773 RIM 32.15 IE 30.6 W, 6" CONC 400 SSMH 76590 ' RIM 32.74 I L 901 I�SI I It CJ.O VV,IN U I.L I 11 STA C;16+5Z 2U.B' LT I R 32.7 I II DMH 76592 I STA C17+24, 20.8 11 1-CB #27 IE- . c II a I IM 32.61 „ GANG 1-CB #26 G) I IE 30.5 SE, 4" METAL MW-4 N IE 30.8 N, 6" CONC LID 32.82 I I 12 STA C18+53, 14.2' LT AC rp"a 12"DI SD - o ELEV 32.34 @ TOP �N STA C16+04 14.0' LT 12 AC F PVC STA C17+23 15.3' 12 - 1-48" SDMH #23 _ \ I 1. I ME q y 1811 PP SD MOM, --S 3RD ST 0TYP 1915 FKIB-13 w D © `. 11 11 ' : 11 `11 21 20 24 91-- 24 22 24 �- -� Imo! i-^ ��.����i..17�- _EM •••I` ill' ° �� `,`= - • ����% ____ .'•_ I, � •� � _ � ._ -__� .. ■ 1 •I N ► ' • �Q II 1��\ 1, � ° o - _ - G I 1HR.PRK I LO o U 0o T--i II I7^ Lu 7 CB 76401 I RIM 32.31 IE 31.1 NW, 4" METAL 1 STA C16+25, 21.0' RT 11 1-CB #24 I 405 401 1 1 PLAN 0 10 20 40 60 SCALE: 1"=20' I I 1 1 I STA C17+23 20.4' RT TIED EXIST 6" STORM MAIN #' 1-CB #25 11 INTO SOUTH SIDE OF CB 28. 1 ADDED 6" CO 1 11 STA C18+41, 20.9' RT 1-CB #28 413 415 1 wr __ 1 1 _ 1 I I 42- 2 V) Lu 0 M 0 cl� m 0� C�7 U) �(D L - Ln n u� 0- �Lu m wZ) m EXIST GR @ a O a O ROW CL V) U) X w X w a oC a X X X� X� w w w�, w`._w X w w 41 0 n6 I 0 a �0�y� W + 0 0 +\\ W I 1 7--1 Uo r uQ MEEM 119 LF 18" PP SD @ SLP=0.64% cn 130 LF 18" PP SD @SLP=0.51% w w SD @ SLP=0.83% w Lu ONEWEEMOME 154 LF 18" PP Lu = IIIZ I I 48 SDMH #23 z Lu � J 48" SDMH #21 48" SDMH #22 STA C18+53, 14' LT J w = STA C16+04, 14' LT +9' ELF STA C17+23, 15' LT RIM=33.36 U U 48" §DMH #19 O RIM=32.62 - RIM=33.05 IE(IN)18"(E)=25.03 �3r u ~ Q STA C14+50, 16' LT IE(IN)18"(E)=23.62 z23.99 IE(IN)18"(E)=24.31 IE(IN)12"(S)=27.71 98.F8 Q RIM=31.77 IE(IN)12"(N)=24.32 24.55 IE(IN)12"(S)=29.42 3'9-6 IE(IN)12"(N)=27.80 z48-� IE(IN)18"(E)=22.39 22.98 IE(IN)12"(SE)=29.65 98-18 IE(IN)12"(N)=27.41 z�-8S IE(OUT)18"(W)=24.97 25.43 IE(IN)12"(N)=26.46 26--96 IE(OUT)18"(W)=23.672+99 IE(OUT)18"(W)=24.3924.F8r IE(IN)12"(S)=28.51 IE(OUT)18"(W)=22.42 3•2. 8 C14+40 C14+60 C14+80 C15+00 C15+20 C15+40 C15+60 C15+80 C16+00 C16+20 C16+40 C16+60 C16+80 C17+00 C17+20 C17+40 C17+60 C17+80 C18+00 C18+20 C18+40 C18+60 C18+80 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM IRECORDDRAWING NO. DATE I BY NOTICE SEO RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murra IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT CONSTRUCTION NOTES: 1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-6 11 INSTALL CB PER COR STD PLAN 200.00 12 INSTALL CB PER COR STD PLAN 201.00 is EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 3 ON SHT SD-41 20 SEE PROFILE 4 ON SHT SD-41 21 SEE PROFILE 5 ON SHT SD-41 22 SEE PROFILE 6 ON SHT SD-41 24 CONDUCT SITE SPECIFIC UTILITY POTHOLING IN ADVANCE OF CONSTRUCTION TO CONFIRM LOCATION AND ELEVATION OF UTILITY, IF CONFLICT PREVENTS INSTALLATION OF A TYPE 1 CB, CONTRACTOR SHALL INSTALL A SHALLOW CONCRETE INLET WITH ENGINEER APPROVAL PER COR STD PLAN 200.3 AT NO ADDITIONAL COST TO THE CITY 27 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION 35 30 25 20 15 10 5 S3RDST STORM PLAN & PROFILE STA C14+40 TO STA C18+80 R-394927 SHEET Am 27 of 121 no REVISION PROJECT NO.: 18-2251' SCALE AS SHOWN I DATE: JANUARY 2021