Revised_RiverS_APP_C.pdf
PDF 358 KB Posted
- Attached to
- WA RRP RIDG 100(2), RIVER S BRIDGE REPLACEMENT Federal contract opportunity
- Solicitation number
- DTFH7017B00007
About this file
Physical Data, Revised RiverS_APP_C
View the file
Other files for this federal contract opportunity
Show all 50
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
APPENDIX C
Proposed Bridge/Riprap Layout
L A
K E R
IV
E R
CITY OF RIDGEFIELD RIVER 'S'
RIDGEFIELD NWR
N
B N
S F
CUYD
EXC.
CUYD
EMB.
17+0015+0013+0011+00 9+00 7+00 5+00
0 0
40 40
80 80
120 120
160 160
200 120
STATE PROJECT
NUMBER
SHEET
P
M
A p r il
U
S S u r
D c m y fi le s p w p r o d u c ti o n d R
R P
P .d g n
C h e c k e d b y
D e s ig n e d b y
(Design TBD) Rock buttress
(Design TBD) Toe of 1:3 fill slope
(Design TBD) MSE wall
(Design TBD) Rock buttress
T
16886
UP
24" CEDAR 118° 28.15 FT
9" CEDAR 008° 43.84 FT
14" CEDAR 340° 47.82 FT
075° 10.88 FT
ELEV 20.98
24" CONCRETE OUTLET
ELEV
44.12
24" CMP INLET
ELEV 86.53
ELEV 83.29
E L E
V
E L E
V
S P
E E
D L I
M I T
NWR AREA CLOSE
RR CROSSING
F E E I
N F
O
AUTHORIZED VEHICLES ONLY
24" COTTONWOOD
32" COTTONWOOD
32" COTTONWOOD
24" COTTONWOOD
18" COTTONWOOD
18" COTTONWOOD
14" COTTONWOOD14" COTTONWOOD
16" COTTONWOOD
32" COTTONWOOD
24" MAPLE
14" ALDER40" FIR
12" MAPLE
42" FIR
42" FIR
30" MAPLE SNAG
18" CEDAR
14" MAPLE48" FIR
14" CEDAR
20" MAPLE
24" MAPLE
22" MAPLE22" MAPLE
14" MAPLE
36" CEDAR16" FIR
18" CMP
S
T E E L
T O M
IN
IM
IZ
E D
IS
T U
R B
A N
C E
S T
A Y I
N C
A R
CP
12107
SET H&T
CP
12108
SET H&T
CP
22103
IR
1/2" IR NO CAP
CP
13552
CP
22103
CP
13551
OHWL
Elev 14.58
OLWL
Elev 0.98
10+02.77 10+58.37
@time of survey Elev 7.10
Btm Exist. Bridge Elev 39.10
.2
T r a c k C
L
R t
66.67 Top of west cantilever signal
70.33 Top of west cantilever signal support
78.98 Top of west signal gate arm
12+94.32 Elev 47.00 (Track high PT, 16' Lt)
CL of closest track 25' Min. clearance to
47.00' (Base Elev. used for determining min. vert. clearance)
Exist ground, 16' Lt
Exist ground, CL
Exist ground, 16' Rt
71.00 Bottom of girder
77.00 Top of Deck @CL (assumes 6' structure depth)
13+40.00
6 7 8
11 12 13 14
16 17
.2
B
N S
F R
O W
C L
.2
B
N S
F R
O W
C L
.0
F a c e o f
M S
E w a ll
.0
C
L o f d r il le d s h a ft
.6
B a c k p a v e m e n t s e a t
12.71'
1:1.5
.4
+8.0000%
104' VC
.5
+8.0000%
60' VC
.5
+0.0000%
60' VC
.7
-8.0000% +14.34
83%
250' VC
.0
D r ii le d s h a ft l o c a ti o n
.0
D r ii le d s h a ft l o c a ti o n
.0
D r ii le d s h a ft l o c a ti o n
D r ii le d s h a ft l o c a ti o n
.0
B o r in g L o c a ti o n
File details come from the government source that posted it.