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J Existing 8" CONC. PIPE SAN. SEWER
ZU. (See 2-1-41 , Sheet I for details)
T
CONNECT TO
JExisting M.H.
I Sta. 0+00
CD
t `
; 1
z �
O
M. H. 4 1
Sta. 2+ 50
L = 50' - 8 CONC�t't L "I-EK
0 10' EASEMENT CRE
Z �
_ ' Q
Q 1
3: SEE ALTERNATE ON SHT 1,
SEE
SHEET
11 •. "T1.1 J
71 1023
M.H.#2
Sta. 3 +71.09
— 10 ESMT.
L = 122 " C.I. PI
- "T" Sta. 2+70
ul
0
0
k
0
0
P
r"
M.H.#3
Sta. 5 + 58.09
.. 17
_ " C. I. PIPE L _
L = I91' gSE E SHEET 8
30' ESMT.
40' CONST. ESMT. CREEK
INSTALL 20' - 48" C.M.P.
M.H. 14
Sta. 1+33
F_7
--m-0—tch, Lines
See Sheet 6
NO.
REVISION
5-143
*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 Lake Washington Blvd. N.
to W. line T. L. 17
DESIGNED T. D. Gibson DATE FILE NO. 2_3-2
DRAWN R.E. Jensen ,I I
SCALE PLAN : I = 40 FIELD BOOK 206 PAGE 48
CHECKED -7
BY IAPPR.I DATE APPROVED— SHEET / _OF 10
CITY ENGINEER
NOTE: C.I. Pipe between M.H. 2 a M.H. 14
to be shackled in accordance with specifications.
OD
W
C w
J �
N
_ — M.H.# 14
co
120'
as
/ FOR CONTINUATION
/ SEE SHEET 6
/ = 1. 0 %
/ INV. 07. '
/ INV. 107.10'
�-� S = 10.0% L = 13'- 6" C.I. PIPE
95' / co
/ �(O„o 22 1/2 BEND- Sta. 1+20 - Elev. 106.00'
n
i
PRESENT GRADE /
PROPOSED j °\° �Q ANGLE POINT Sta. 0+92
/
Q ELEV. 88.00
GRADE
° SEE ALTERNATE SHT I I
70
221/2 BEND Sta. 0+50 ELEV. 70.00'
S = 10% L = 50' - 6" C.I. PIPE
INV. 65.2' INSTALL 20' - 48" C.M.P.
45'
PROFILE OF EASEMENT TO PELLY PLACE N.
S-143
® KEVFFEI a ESSER CO.