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CROSSING #1
BOX CULVERT
SEE SHEET 10
MODIFY PATH TO CENTER
ON BOX CULVERT. PLACE
6" OF CRUSHED GRAVEL
SURFACING
START OF NEW \
CONSTRUCTION,
STA 0+09.32
EXISTING WSDOT BOX _
CULVERT WINGWALL _
STRUCTURE - --_,
Aso°k
LOWER FISH CHANNEL
SEE SHEET 3
lowered Uo /er Ch,4,7nN/
UGW1 WATER LINE E$-C "lE' E) ATEB
COND4 TO BE REPLACED W/ 2-4"0 &
2-6"0 CONDUITS BY POWER UTILITY
COND3
COND2 /A
COND1, CONTRACTOR TO PROVIDE EXCAVATION
AND PIPE BEDDING FOR NEW VAULTS AND CONDUIT
PROVIDED BY CABLE UTILITY. SEE ADDITIONAL
DRAWINGS AND COORDINATE CONSTRUCTION
WITH CABLE UTILITY AND CITY
STA 0+00 ( EPATH
w w
CULVERT @ HEADWALL)
SEE SHT 3
ROCK WALL FROM BOTTOM OF CHANNEL c CN
TO GROUND SURFACE. SIMILAR TO N � S
TYPICAL SECTION A -A SHEET 9, TYP BOTH SIDES m �r �
��� � Q O I I� CV ca 00 co m
QiO
> ' . - EXISTING FENCE; REMOVE FOR CONSTRUCTION � NCD
N cnI
EXISTING WSDOT 6X4 �-
' �� AS NECESSARY AND RESTORE U w z N z U j w
BOX CULVERT - ��% o _j Q a o
J F- � U �I I_ M J
EXISTING NET FENCE POLE TYP EA SIDE c� a U U 0 U c� c� m
'- UQ cnx X� cnx� U;4
EXCAVATE AREA BETWEEN o a- L` 0-' U (_)j� a
S WING WALLS. USE CARE TO
R 159 NOT DAMAGE CONCRETE
STRUCTURES
EXISTIN(
A" Tuir[/ r`nr.irpF_T� nvFpTnoarnir, ci AR WITH 6 X 6 / W 1.4 X W 1.4
SLAB SHALL EXTEND 5-0"
JLAR TO CHANNEL q
DETAIL 1 - UTILITY CROSSING
AND TRANSITION DETAILS AT SR 169
(REF. SHEET 3)
NOTE: SEE UTILITY LOCATE INFORMATION TABLE
AND ADDITIONAL DRAWINGS.
0 5 10 20
SCALE IN FEET
REMOVE EXIST. ECOLOGY
BLOCKS AND THOROUGHLY
CLEAN THE FULL LENGTH OF
THE EXIST. BOX CULVERT
AND FISH LADDER TO THE
CEDAR RIVER.
A5-/3uiIt Mofes
/ 4 A. � e _, TO 5' C�ry e nl Pi P (P I' uo /
U•5. Wexl Phan& /,:se in /,4. U-5. WPC/ eylz Mu!
C®nfruc/or r.��,reved,
The 4- P,;c lo„abu6/y &,.¢ends c//,vy th,, Sidi
u, LJo/I owrse .
2, )ee k-,,-1,) eafl,+n v{ /6" W oler 1,'4e Plan bect f er
DETAIL 2 - UTILITY OVERTOPPING SLAB
(REF. SHEET 5)
NOTE: SEE SHEET 5 FOR APPROXIMATE
LOCATIONS OF PIPES.
0 5 10
SCALE IN FEET
UTILITY LOCATE INFORMATION
POINT
UTILITY
DESCRIPTION
NORTHING*
EASTING*
T.O. PIPE EL.
C1
COND1
T.V. 2"0 WHITE PVC
175417.68
1310232.70
_ 68.59
C2
COND2
PHONE, 3"0 WHITE PVC
175424.68
1310240.58
67.32
C3
COND3
PHONE, 4"0 TAN & 1 1 /2"0 BLACK
175425.02
1310240.86
j 67.34
C4
U1
COND4
UGW1
POWER, 4"0 GRAY PVC
16"0 WATER MAIN
175427.59
175435.48
1310241.90
1310243.89
67.13
66.69
U2
UGW2
12"0 PIPE, SOUTH
17_5563.66
j 1311241.38
---
79.89
------- -
U3
UGW3
16"0 PIPE, NORTH
175571.33
I 1311255.83
80.64
U4
UGW4
16"0 PIPE, MIDDLE
1175567.30
1311248.72
79.95
CH1
CHEM1
CONC ENCASED CHEM CONDUITS
175552.12
1311240.15
81.36
NOTE: *THE COORDINATES FOR THE UTILITY LOCATIONS ARE APPROXIMATE AND ARE ONLY
INTENDED TO HELP THE CONTRACTOR LOCATE THE POSITION OF THE CONDUITS.
BEARINGS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR.
CALL 48 HOURS BEFORE YOU DIG:
1- 800- 424- 5555
EXPIRE. 12-21-99
- k- , 9)he r *erg
APPROVED
BY U DATE 7-G - ?8
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Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
SCANNFID N"�" 3 0 2000