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HomeMy WebLinkAboutS-394906SEE SHEET SS-27 FOR CONTINUATION CONSTRUCTION NOTES: C'7 N U N U) J N z O V) rY w w w w r-, J w Q 0 M M N O N \ O V) 0 70 U) U) N N a� Q i N a� ra a rz 0 c 0 +J c NO Ln N N i 00 U a� 0 �I w I� J 50 45 iO 35 30 25 20 15 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 00 00 DETAILS n � � PLAN 0 10 20 40 60 SCALE: 1"=20' SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 144 RAINIER A1+46 N:178687.07 AVE S E:1298388.43 �2 100 S 2ND ST A3+26 N:178678.19 E:1298568.38 RIM 29.54 IE 24.7 E, 8" CPP IE 20.7 S, 24" CPP IE 20.9 N, 24" CPP IE 25.1 W, 8" CONC IE 25.3 W, 8" CPP S�MH 31654 O 00 aN [-..v) w W w zv) w J w U a SIDE SEWER TABLE SIDE APPROX COORDINATES SEWER NO.* ADDRESS STATION OF CO OR CPLG AT MAIN 101 S 2ND ST SEE SS-13 E: *SS NO. SPECIFIC TO THIS SHEET Z) C7 Z) U) U) X _V) X X w w w 0 -----__ EXIST GR @ (D N ROW CL N II a + --- cn --_ — -- � X � X � w a QN — — W W ' ul — — — — — — — w --- -- _ w w s LFg„SD ----- ---- ---- z� 161 LF 8" SD R 35 SS U � SSMH #1 SSMH #2 10 @ SLP_3 po 70 9TYP Q 10 STA AO+31, 30' LT-zz8-'-E- STA A0+7 18' RT +6' R;= 9-44* RIM=41.82 G , RIM=39.74 337 LF 8" C900 SS @ SLP=0.4% IE(IN)8"(SW)=32.90 IE(IN)8"(NW)=30.06 SSMH #3 10 33 IE(OUT)8"(SE)=32.80 32-64 IE(OUT)8"(E)=29.86 3$$& STA A2+36, 16' RT 0 RIM=33.78 IE(IN)8"(W)=25.09 24.S z PROTECT W/ DENSE FOAM IE(IN)8"(N)=25.00 24-5F CUSHION IE(OUT)8"(E)=24.83 ; AO+00 AO+20 AO+40 AO+60 AO+80 A1+00 A1+20 A1+40 A1+60 A1+80 1\ 110/26/20221 JJM RECORD DRAWING NO.1 DATE I BY A2+00 A2+20 A2+40 PROFILE SCALE: 1"=20' HORIZ, 1"=5' VERT A2+60 A2+80 A3+00 A3+20 A3+40 A3+60 A3+80 A4+00 A4+20 A4+40 A4+60 A4+80 NOTICE Jim RECORD 0 Yz 1 DESIGNED DRAWINGS BAW DRAWN murraysmirth IF THIS BAR DOES SEE NOTE ON NOT MEASURE 1" TTT THEN DRAWING IS CHECKED COVER SHEET NOT TO SCALE EA RENTON DOWNTOWN o UTILITY IMPROVEMENTS PROJECT O1 CONSTRUCTION CL EQUALS R/W CL, SEE SURVEY CONTROL PLAN, SHT G-5 O2 PROPOSED SEWER MAY HAVE CONFLICT OR SEQUENCE CONSTRAINT WITH EXISTING UTILITY TO BE ABANDONED, CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO MAINTAIN THE FUNCTIONALITY OF THE EXISTING UTILITY UNTIL SUCH TIME AS IT CAN BE ABANDONED Og REPLACE SURVEY MONUMENT PER CITY STD DETAIL H031 AS REQUIRED FOR CONSTRUCTION 10 NEW SSMH AS SHOWN PER CITY STD DETAIL 400.11 4011 AND 106 12 NEW SANITARY SEWER PIPE PER CITY STD DETAIL 405 13 SIDE SEWER PER CITY STD DETAIL 406.1, 406.2, AND/OR 407, INSTALL CO IF SHOWN 15 CONNECT EXIST PIPE TO NEW PIPE W/ CPLG, SEE DETAIL 2, SHT SS-42 50 45 .0 35 30 25 ac 15 S2ND ST SEWER PLAN & PROFILE STA AO+00 TO STA A4+80 S-394906 SHEET 50 of 121 so REVISION PROJECT NO.: 18-2251 I SCALE: AS SHOWN I DATE: JANUARY 2021