Preliminary_Plans.pdf
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Preliminary Plan Sheets
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Greenwater
Alder
Longmire
Ashford
Tacoma
Way
Federal
Kent
Renton
Enumclaw
W h ite
R ive r
W e s t
F o rk
W h it e
R iv e r
Sumner
Preston
Upper
Gree n
R iv e r
SCALE IN MILES
To Ya kim a W
A
T o S e a tt le W
A
White R iv er
Mt. Rainier
Carbon
R iv e r
Puyallup
R iv e r
D a lla s R id g e r e t a wr a el C r e vi R
P A C
IF
IC
C R
E S
T T
R A
IL
PROJECT LOCATION
167 164
410 410
Maple Valley
Vicinity Map)
(See Sheet A.3 for
WHITE RIVER BRIDGE
PROJECT MANAGER
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
INDEX TO SHEETSBRITISH COLUMBIA
I D
A H
O
OREGON
UNITED STATES
CANADA
P A
C I F I C
O C
A E
N tS rait ofJuan deFuca
OC
LU
MBIA R
IV
ER
A
SN
KE
R
VERI
M
COLU B
I A
V R I
E R
Lakes
Banks
Lakes
Moses
Reservoir
Potholes
OLYMPIC
NATIONAL
PARK
MOUNT
RAINIER
N.P.
MOUNT
ST. HELENS
NAT'L VOLC.
MON.
NORTH
CASCADES
NATIONAL
PARK
BELLINGHAM
Forks
Aberdeen
Chehalis
Longview
OLYMPIA
TACOMA
SEATTLE
EVERETT
Wenatchee
Lake
Moses
SPOKANE
Pullman
Pasco
RICHLAND
Kennewick Walla Walla
ANGELES
PORT
Townsend
Port Vernon
Mt.
VANCOUVER
WASHINGTON KEY MAP
YAKIMA
u n d o S t e g u
P
N
B. CHON
C. PLAN SHEETS
B. SUMMARIES
A. GENERAL INFORMATION
C.1
B.1
A.3
A.2
A.1
SITE PLAN
SUMMARY OF QUANTITIES
VICINTY MAP
PLAN SYMBOLS AND ABBREVIATIONS
TITLE SHEET
A.1
STATE PROJECT
NUMBER
SHEET
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d w e a a .d g n
WA FS ERFO 071-2010
P
M
S e p te m b e r
L J I
M E
N E
Z
C h e c k e d b y
D e s ig n e d b y
FEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
APPROVED:
DATE
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SPECIFICATION:
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
Western Federal Lands Highway Division
Chief of Engineering, on Federal Highway Projects, FP-14
Construction of Roads and Bridges
Standard Specifications for
PLANS FOR PROPOSED PROJECT
WASHINGTON
PIERCE COUNTY
MOUNT BAKER-SNOQUALMIE NATIONAL FOREST
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
e (max)
V
ADT (YR+20)
ADT (YEAR)
NA
NA
NA
NA
Project Location
0 5 15 205 10
MT. RAINIER
NATIONAL PARK
FOREST
NATIONAL
SNOQUALMIE
asphalt removal, and roadway obliteration
Bridge salvage, bridge demolition, WA FS ERFO 071-2010
EMERGENCY REPAIRS
WEST FORK WHITE RIVER ROAD
PRELIMINARY
E
36 3631 31
1 1 6 6
15 15
22 22
SEC.
SEC.
G W G W
EL. 94.61 ft N
DI
T
A.2
STATE PROJECT
NUMBER
SHEET
WA ID FS ERFO 071-2010
C h e c k e d b y
D e s ig n e d b y
N
DI
wall face
T
ABBREVIATIONS
PLAN SYMBOLS AND
U
S S u r ft m y fi le s p w p r o d u c ti o n d w e a b .d g n
A u g u s t θs Ø
∆c appr.
AH
ADT
abut.
brg.
br.
BP
BM
BK
CUYD
culv.
CUFT
ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CMP
clr.
cc or c. to c.
drwg(s).
dist.
diaph.
diag.
dia.
DHV
D exp. jt.
exc.
EW
ER
EQ or eq.
EP
emb.
elev.
El. 94.61 ft e
E ftg.
ft3 ft2 flg.
fin.
galv.
ga.
HW
hex.
hdwl.
jt.
ID
LW
lt. or LT
Ls
LPSM
long.
LNFT
lat.
lam.
L mon.
min.
MGAL
max.
matl.
M.P.
M.L.
NC
N
OG
OD
o. to o.
o. c.
pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
rte.
rt. or RT reqd.
reinf.
rdwy.
R/W
R.
R sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
SADT
S typ.
Ts
TS
thd.
TBM
T.
T
VPI
vph
V
W yd3 yd2 spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment bearing bridge balance point bench mark back cubic yard(s) culvert cubic foot (feet) centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center drawing(s) distance diaphragm diagonal diameter design hourly volume diameter expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east footing cubic foot (feet) square foot flange finish galvanized gage (gauge) high water hexagon headwall joint inside diameter low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve monument minimum thousand gallon maximum material mile post main line normal crown north original ground outside diameter out to out on center pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve route right required reinforcement roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance vertical point of intersection vehicles per hour design speed west cubic yard(s) square yard
LC
North Arrow
Survey Monument
Common Ownership
Parcel Number
Property Line w/Found Property Corner
Section Corner (Found, Projected)16
Section Line16
Section Corner (Found, Projected)4
Section Line4
Section Corner (Found, Projected)
Section Line
Township or Range Line
Indian Reservation Boundary
BLM Lands Boundary
National Wildlife Refuge Boundary
National Forest Boundary
National Park Boundary
City Boundary
County Boundary
State Boundary
National Boundary
Treeline
Individual Trees
Intermittent Drainage or Small Creek
Large Creek or River
Spring or Seep
Lake, Pond or Reservoir; Marshland
Trail
Railroad
Existing Roadway (Road, Paved, Gravel)
Gas & Water Meter; Gas & Water Valve
Spot Elevation; Coordinate Grid Tick
Material Source
Clearing Limits
Miscellaneous Utility Features
Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use, Utility Colors and Designators
(Underground utilities are denoted by bars on either side of desiginator)
Underground Utilities
Overhead/Above Ground Utilities
Building
Underdrain
Box Culvert
Pipe Culvert with Drop Inlet
Pipe Culvert with Headwall
Pipe Culvert with End Section
Pipe Culvert (arrow shows flow)
Signs (single, double post; portable)
Retaining Wall
Cattleguard
Gate with Fence
Fence
Transition
Toe of Fill
Slope Stake Limits Top of Cut
Detour Centerline Not Applicable
Roadway Centerline
Construction Easement Not Applicable
Permanent Easement
Right-of-Way Line
PROPOSEDEXISTING
FM = force main, SA = sanitary sewer, SD = storm drain, SS = storm sewer, P = power, UP = transformer or junction box, EM = electric meter, WF = water fountain
T = telephone pedestal, TV = CATV pedestal, IRR = irrigation, W = water, STEAM = steam, G = gas, O = oil, FO = fiber optic, T = telephone, TV = CATV
13 18
19 20
17 16
21 22
23 24
30 29 28 27 26 25 30 29
33 34 35 36 31
K
IN
G C
O P
IE
R C E C
O
9 10 11 12 7 8
22 23
24 19
6 5
To Tacoma & I-5
Ri ve r
Fo rk
YWH SSAP K
OONIHC
WAL
CMUNE.
E.
S
N osedive C reek
Hazzard Creek
W es t
N a ti o n a l F o r e s t
B o u n d r yre vi R et i h WreviR etihW eti h W
C H
IN
O O
K P
A S S H
IG
H
W A
Y
.0
N
VICINITY MAP
N
SCALE IN MILES
1 0 1 2
A.3
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d w e a c .d g n
WA FS ERFO 017-2010
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
H u c k le b e r r
R id g e
Pass
Haller
NATIONAL FOREST
SNOQUALMIE
NATIONAL FOREST
SNOQUALMIE
Greenwater
PROJECT LOCATION
WHITE RIVER BRIDGE
FOREST STATE PARK
FEDERATION
T o Y a k im a I-8
NOTE:
H u c k le b e rr
R id g e
T 18 N
T 19 N
T 18 N
T 19 N
R E
R E
R
E
R E
Forest Road 75 must be used as an alternate access route.
Project location cannot be accessed via Forest Road 74.1.
Project Disposal Site
Designated
145 145
135 135
ROAD
R O
A D
MULE/JIM CREEK
RO
AD 74
CHANNEL
OVERFLOW
CRIPPLE CREEK
185180
160 160
155 155
120 120
WEST FORK
WHITE RIVER
7400130
ROAD 75
N
150100500255075
Scale in feet
SITE PLAN
C.1
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d w e c a .d g n
WA WA FS ERFO 071-2010
A
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y river and floodplain remain free from debris contamination.
implement a Demolition Containment Plan that ensures the of materials at designated disposal site. Develop and
Remove bridge piers to 2-ft below existing grade. Dispose
Demolish existing 110-ft concrete superstructure bridge.
laws and regulations.
accordance with all federal, state, and local
Dispose of asphalt off of federal lands in and junction of Roads 74 and 75 (± 3311 SQYD).
Remove all existing asphalt between bridge disposal site.
Dispose of material at designated embankment (700 linear feet).
Excavate and remove existing road water quality.
facilitate work and protect diversion as needed to
Construct temporary river in place.
Shape to drain and compact materials the junction of Road 75 and Road 74.
along the cut slope of Road 74 beyond
Place waste materials in the ditch and
Designated Disposal Site:
OF PROJECT
BEGINNING
PROJECT
END OF
to access work items on site.
Construct temporary road as needed to existing grade at road washout.
Ramp ends of existing roadway down
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