HomeMy WebLinkAboutWWP2700143.11P\PE
C1.
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17 5'
M.H.# 4
Sta. 8+89.03
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150'
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12 5'
M. H.--* 4
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S = 1.00 %
L = 135' - 8" CONC. PIPE
\ I NV. 146.11
INV. 145.74'
N . 28 th STREET ..L EXISTING 8'SANITARY SEWER (See File 2-3-5 for details)
X
X � .
X x 28
x I ' x See Sheet 2
z X
1303 1307 i I 1313 I 1321=:�_l x I405 I t ,,..
1311
M:H.*6
Sta. 11 +7 7.06
L _ 26"_ J,
CONC- Plpr.
57
M.H.# 7
x
I
-x x- x--x-x-x-x
M. H.* 8 (Drop)
CREEK Sto. 14+92.97 S
Sta. 0+00 E
L = 140' - 6" CONC. PIPE
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1317 .. _
NOTE. ALI- STUBS CROSSING CREEK WILL BE 6" C.I. PIPE 10' ESMT�`
Q-4/ ESMT 54
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REVISION
M.H.#9
Sta.16+92.45
"IL
BY IAPPR.I DATE
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*NOTE*
�ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
CITY OF RENTON
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D. 265
Traverse from W. line T. L. 17 to
N.W. corner T.L. 45 DESIGNED T.D..Gibson DATE --FILE NO. 2_3_2
DRAWN R.E. Jensen
SCALE PLAN 1"= 40' FIELD BOOK206_PAGE28-
CHECKED __ -
APPROVED — SHEET. v _OF " _
CITY ENGINEER
2719 I
-M.H. # 8 �--
(Drop) M.H.#9
1 1313 1319 -----------------------
% 200'
1311 I / S 1.10%
=
11 307 1 M.H. #7 / L - 199' - 8" CONC. PIPE
tl 303
/ I 1317 I
/ INV. 195.00' INV. 197.19'
/ 010
� Q
C3
EXISTING PROF (00..
EXISTING PROFILE \
2721
M.H.# 8
(Drop)
PIPE
I40 -0
INV. 197.00'
L.H.# I
ILE /' 'y, z INV. 185.00' PROFILE
OF EASEMENT ALONG SOUTH
LINE T
175'
M.H. 6 �-
M.H.* 5 /�1/ INV. 176 84'
/ \50IO P\pE
6 GONG
5
6� - $ INV. 176.34'
Z
00
ool
4.90% PIPE
S 8CONC INV. 155.16'
L 153
INV. 147.60'
- INV. 147.40'
INV. 154.90'
15 0'
SCALE,. HORIZONTAL - I"= 40'
VERTICAL - I"= 10'
S-1q3
125�
N EU FFEL a ESSER CO.
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