B-4407 site 3 channel

PROJECT REFERENCE NO. I SHEET NO.
WLB
40 LF OF
TEMPORARY PIPE
ACCESS
ROAD
WETLAND & STREAM IMPACTS PSHEITDRAOWI6G
CAUSEWAY PHASING
PERMIT
SITE 7
IIDEMO
EXISTING
STRUCTURE
u u
W.P. #1
STA. 29+69.11 -L-
T 0 W.P. #2
SR 1627 STA, 30+74.11 -L-
ACCESS
ROAD �~
N
PHASE III CAUSEWAY
PERMIT
SITE
-L-
0
� I
I
I
(j
-----_' PERMIT
PHASE IV CAUSEWAY SITE 4
R,W SHEET NO.
DWAY DESIGN HYDRAULIC
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
000 00 �o�
DO O ACCESS 00�
O ROAD
� O
j
DEMO
EXISTING
SUBSTRUCTURE
DEMO
EXISTING
S S
(TYP.)
STRUCTURE
L u u
u u
S
BRIDGE LD.
W.P. #5
n STA. 33+89.11 -L-
I
W.P."6
STA. 34+94.11 -L-
� STA. 32+31.61 -L-
I
W.P. #3 W.P. #4�
STA. 31+79.11 -L- STA. 32+84.11 -L-
\-PHASE I CAUSEWAY
PERMIT
PERMIT SITE 1
SITE 6
PLAN
NOTE: NO MORE THAN ONE TEMPORARY CAUSEWAY WILL BE IN PLACE AT ANY GIVEN TIME OR
NO MORE THAN 50% OF RIVER CHANNEL CAN BE IMPACTED AT ANY GIVEN TIME WITH
A CAUSEWAY.
RY
IMPACTS INESURFACE WATER
SR�EMATES IN
UACWR
PHASE II CAUSEWAY l
PERMIT
SITE 2
ACCESS
ROAD �~
44 LF OF
TEMPORARY PIPE
PERMIT
SITE 3
0' 40' 80' 120'
RIP RAP
CLASS II
TO
SR 1934

5/4/23, 11:20 AM Google Maps
Google Maps
Measure distance
Total distance: 62.75 ft (19.13 m)
Map data ©2023 50 R-
https://www.google.com/maps/@35.1942382,-80.111991,19z 1/1

5/4/23, 11:19 AM Google Maps
Google Maps
Measure distance
Total distance: 62.75 ft (19.13 m)
Imagery 02023 Maxar Technologies, Map data ©2023 50 R
https://www.google.com/maps/@35.1942382,-80.111991,254m/data=!3m 1 ! 1 e3 1/1