HomeMy WebLinkAboutS-295511NOTE.•
SIDE SEWERS SHALL HAVE A MINIMUM
SLOPE OF 29 FROM THE SEWER MAIN
NEW 6" SIDE SEWER TO THE ADJACENT PROPERTY LINES
I� � SIDE SEWER STUBS SHALL BE A
Q (TYPICAL) MINIMUM OF 6 FEET DEEP AT THE
PROPERTY LINE UNLESS NOTED OTHERWISE
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NOTE .RIGHT (E WAY IN THIS AREA PER .. 3 '. r
/ UNDERS
PROVIDED BY dTY.. OF RENTON
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JOB
EDMONDS I AVE.' N. E.
5+45.2, 52.7' L T 3+03.1, 34' L T
CO #2 STA 5$ 37.3 CO #1 STA ,
NEW CO PER STANDARD DETAIL 3.r LF OF 8" 33 LF OF 8" NEW CO PER STANDARD DETAIL
RIM = 3-1 & 5t 317.52 0 0.49
BW18D, SP PAGE B076.1
BW18D, SP PAGE 8076.1 PVC � 0.4q PVC ® RIM = 3 .317..47.
IE 8" = 309.87 7E 8" = 308.82 wm"��`
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RIM 294,15 I
o AE 8" N - 307.20
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38 LF OF &" PVC ® 0.49 ��o
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242.5 - OF 8" PVC @ 9.•49 229.5 -29& LF OF 8" PVC (P 0.49'
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300 MH #15 STA -7 s 7= 7+47.3, 5' RT - 5� 46.7, 5 2 RT - F
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MH - #13 -STA- 3 Mtl- - 12 :STA_ 0+74.6 � 2 RT
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NEW 54 MH :(TYPE B) NEW 54" MH (TYPE B) _ ° ° NEW 48" MH REMOVE :EX C.O. AND REPLACE
300
RIM = �T 317 93
IE 8" S - 318 -94 310.98 RIM = :51& 6± 315.69 a 3 x' � RIM = 3f$4t 318.14 WITH NEW 48" MN
IE 8" S = 4e9:64 J10.10: lE 8" S - 368-59 309.19 RIM 32f.7: -
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290. 1E 8" N = 369-74 310:20 :.......... 1E 8° �lE _ .36�g .C�+PPEf} 1E 8"- S = 3p7 JB 308 �3 29q. ; .. v
IE 8" W = 389-74 310.20 N 1E 8"-E- = 386.69 309.29 lE 8" N:= 3�� 308.23
NOT: INSTALLED o ° lE 8" W = 38$.69 309.29
PROFILE SCALE „
RW H O R I Z . 1 " T 3 0' - _ 34- EF 6F NOT INSTALLED
VERT. 1"=10' „ -
.......................
ACE 1._30. 9 ®,
A. CITY 0 F JAN 2002
AS -BUILT p,wEJDH \ RENTON ENNYDALE SANITARY
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AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY mac" ' . SEWER INFILL PHASE 1:
e ` Plannin Buildin /Public Works Dept. S -6
w HENRY W. COA TES OF COA TES SURVE YING SERVICE AMC 9/ e 2400 &2500 6LOGIC OF EDNIONDS AVENUE NE
NO. REVISION BY DATE APPR w 7 ' 18
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SCANNED Afj i 29 2� /d-
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