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HomeMy WebLinkAboutR-394928U N H V) N z O ne w w w w J w Q M N O N O \ O 0 0) 0 a Ln N N 1 L0 a� v v7 0 a U i N ru L d d 0 c 0 ry N N i 00 U L I_I w CB #29, SEE SHT SD-21 1 35 1 30 1 25 1 20 15 10 5 SEE SHEET SD-21 FOR CONTINUATION 12"W DI-o 12"4-91- --12"W -EC22+00 / 0 1 C 3+00CH.ONLY R1+00 I 451 �--_34� 80 �6 I 1 0 STA C19+18 30.6' RT 12 1-k-D -*s� "U,-' IU� -_I I - 1-48" SDMH #26 --_71 74017yI I Ir6 SpyU li P- - 5 D AIN10. DRA1N10.GRATE ATE -- - - U G P 4 6 27 1 19 © _ _ a o0 47 1 �I 15 P -7 7-1 NO.PRKG 35- P O� I l� STA C19+27 37.3' RT 11 I I `r0 + 1-CB #31 21 O TA C21+96, 11.7' RCB 74659 T a` STORM DRAIN GRATE 12 I -60" SDMH #29 U) � II RIM 33.09 = LJJ I IE 22.6 E, 4" METAL CB 73420 o \ AC IE 31.9 NW, 6" CONC RIM 35.15 Tj SDMH 74660 IE INACCESSIBLE, CL GED I C Q i � G RIM 33.50 IE 31.5 SE, 6" CONC 1 U % IE 31.5 W, 6" CONC 505 507 509 IE 31.5 N, 6" CONC I I I Ze I I �Ze PLAN 0 10 20 40 60 > 8 1 1 1 1 z U � o SCALE: 1"=20' w co O u) l / \ U rn rn I EXIST CB AND PIPE LEFT IN PLACE CB 73854 RIM 35.51 IE 32.7 NE, 6" CONC IE 32.8 S, 6" CONC SPIKE 111 .. a EXIST GR @ V) �p m N N O H H ROW C L V) �--, W U) a iu L cl M II � � � XX X w O� X � �w X X � X ww - - - - -- - __ ___ ___ w a w w w ---- ---- - - - - - p o0 0 =2 54% - 00 0 0 136LF12"Pp�(S;D@SLP 00 ,--I 141 LF 12 �� PP SD @ SLP=1.97% 48" SDMH #28 STA C21+98, 17' LT 48" SDMH #27 RIM=35.51 - 69 LF 18" PP SD cl) STA C20+63, 15' LT IE(IN)12"(S)=32.72 99.+t w U @ SLP�0.58% RIM=34.73 IE(OUT)12"(W)=32.19�z-fir& w IE(IN)12"(E)=28.75 i946 w= W .. IE(IN)12"(S)=30.72 3+-9t 48" SDMH #25 STA C19+22, 15' LT IE(IN)12"(N)=31.00 IE(OUT)12"(W)=28.7929-6 Lu L J 2 RIM = 3 3.61 -- �H�9�� uIE(IN)12"(E)=26.01 -26.28 Q IE(IN)12"(N)=26.01 IE(IN)12"(S)=25.98 IE(OUT)18"(W)=25.43 2!5.F8, C18+80 C19+00 C19+20 C19+40 C19+60 C19+80 C20+00 C20+20 C20+40 C20+60 C20+80 C21+00 C21+20 C21+40 C21+60 C21+80 C22+00 C22+20 C22+40 C22+60 C22+80 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1\ 110/26/20221 JJM I RECORD DRAWING NO.1 DATE I BY NOTICE SEO 0 Y2 1 DESIGNED BAW DRAWN IF THIS BAR DOES NOT MEASURE 1" TTT THEN DRAWING IS CHECKED NOT TO SCALE RECORD DRAWINGS SEE NOTE ON murraVSMi mt COVER SHEET EA CONSTRUCTION NOTES: O 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 1s CONNECT EXIST STORM DRAIN PIPE TO NEW STRUCTURE 18 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION 19 SEE PROFILE 7 ON SHT SD-41 20 SEE PROFILE 8 ON SHT SD-41 z1 SEE PROFILE 1 ON SHT SD-42 22 SEE PROFILE 6 ON SHT SD 41 PROFILE 2 ON SHT SD-42 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 z7 EXIST FRANCHISE UTILITY TO BE RELOCATED BY OTHERS DURING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION 40 RECORD DRAWINGS SHOW CONTRACTOR SURVEYED STRUCTURE LOCATIONS AND ELEVATIONS. THE ORIGINAL DESIGN LOCATIONS AND ELEVATIONS ARE INDICATED WITH STRIKETHROUGH TEXT. REFER TO 35 CONTRACT DOCUMENTS FOR ADDITIONAL DETAILS 30 25 20 15 10 5 RENTON DOWNTOWN o UTILITY 'WO IMPROVEMENTS PROJECT S3RDST STORM PLAN & PROFILE STA C18+80 TO STA C22+80 R-394928 SHEET SD-10 28 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021