Loading...
HomeMy WebLinkAboutS-3949230) M 1 1 CL ►i U N (n N z 0 ne w LL LL w J W a O M M N O N O \ O N i U7 3 U7 a I Ln N N i N v Q i N a� ra a a 0 c 0 c N ry N N i 00 U a� 0 L �I w 35 30 25 20 15 10 5 v� U) 400 I I SEE SS-19 FOR CONNECTION ojiwn i i 1j4 I i SEE SHEET SS-9 FOR CONTINUATION ul) I AC RIM 32.98 cl) SDMH 76592 O / I IE 26.4 N,S,E ® CL I RIM 32.61 I 11 I O� I L L1..�■1 WKB-15 O IE 31.0 W, 6 CONC I U ACI IE 30.5 SE, 4" METAL I T IE 30.8 N, 6" CONC II N r J IE=26.09 - - _ 3 CB 76773 33- - 13 2 RIM 32.15 IE30.6W,6 CO _ -__-_ ■ 1 "PP SD --- CV44n-- 15 I I 4+ 0 p � I _ G5+06 --1�-- -- I I 8"C900SS ---- --N- -G- - - - - 38 12 NI "W DI - - - - ^12"W DI - - - - - I Y'W DII- - - - - 12"W DI - •-, Q a , WHITWORTH AVE S UGP- RIM 32MI. X � . _ � �` RI �a a IE .6 AC 0 I� J I® -33 AC AC AC CB 76593 REPLACE SS RIM 32.07 IE 30.9 E, 6" CONC TO GUTTER STA G3+94 2' RT 11 M SSMH #29 / 1-60" DIA MH AC i PLAN 0 10 20 40 60 SCALE: 1"=20' L1) 0 00 cy ) (D H II V) V) V) w x � X X X III X III oC n X ��� X III X i�i EXIST GR @ ROW CL 0 U) a 0 a 66 Lo V, X O M N w W 401 CB 76401 RIM 32.31 IE 31.1 NW, 4" METAL 01 - 4' I G6+00 1 c� SSMH #19, SEE SHT SS-9 325 321 SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN �1 316 3RD ST G3+75 N' E: �2 400 S 3RD ST G4+52 N:178140.56 E:1299526.46 El 220 S 3RD ST G4+40 N:178254.92 E:1299530.19 *SS NO. SPECIFIC TO THIS SHEET AC 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 0 - - - - - - - - - - - - - - - - Lu - - - - - - -[-A - - -- - - - - - 000 0 0 N Q rn� 0 I v7 � v7 w LU z 12 TYP LV �--� J 164 LF 8" C900 SS @ SLP=0.5010 2 ~ Q SSMH #29 11 STA G3+94, 2' RT STA 63 11 8'LT 10 SSMH #19 RIM=32.74 �� STA C15+87, 6' RT= IE(IN)8"(N)=17.71 +:F.6! STA G5+58, 5' RT ' FF IE(IN)8"(E)=26.18 m`6-� RIM=32.94-334t IE(OUT)8"(S)=17.57 IE(IN)24"(W)=15.94 +5.56 IE(IN)8"(N)=16.79 +6.98 IE(OUT)24"(E)=15.64 4 1- . AG G3+20 G3+40 G3+60 G3+80 G4+00 G4+20 G4+40 G4+60 G4+80 G5+00 G5+20 G5+40 G5+60 G5+80 G6+00 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT 1 10/26/2022 JJM RECORD DRAWING NO. I DATE I BY NOTICE Jim RECORD 0 Y2 1 DESIGNED DRAWINGS BAW DRAWN murraysmi IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE i 35 30 25 20 15 10 5 RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT r nnlCTQ I Ir -rTnnl nlr1Tr-C O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.1, 401 AND 106 11 NEW DROP SSMH AS SHOWN PER CITY STD DETAIL 400.1, 4011 402.11 402.21 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 INSTALL SIDE SEWER PER CITY STD DETAIL 406.1, 406.2 AND/OR 407 AND CO IF SHOWN 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 WHITWORTH AVE S SEWER PLAN & PROFILE STA G3+20 TO STA G6+00 S-394923 SHEET SS-20 67 of 121 no REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021