HomeMy WebLinkAboutSDP2017-00011 UHHR 70 percent planset-signedFEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
e (max)
V
ADT (YR+20)
ADT (2005)
Project Location
Projects, FP-14 US Customary Units
of Roads and Bridges on Federal Highway
Standard Specifications for Construction
APPROVED:
DATE
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
SPECIFICATION:
Western Federal Lands Highway Division
Director, Project Delivery,
PROJECT MANAGER
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
PLANS FOR PROPOSED PROJECT
WA JEFF 91420(1)
COMMITMENT TO EXCELLENCE
FEDERAL LANDS HIGHWAY
R
E N O
R
A
I
NNS
T F
R
I
D
D
E
P
A
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NTOFT A
SP
T
T OU
TE
ATES O AMERICA
M
UPPER HOH RIVER ROAD PHASE 2
BRITISHCOLUMBIA
I
D
A
H
O
OREGON
UNITED STATES
CANADA
P
A
C
I
F
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A
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N
tS
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a
it
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f
Juan de Fuca
OCLUMBIA
RIVER
ASNKE RVERIMCOLU
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
395
395
195101
12
2
2
2
12
12
101
101
97
97
20
90
82
5
5
205
405
90
YAKIMA
u
n
d
o
S
t
e
g
uP
SCALE IN MILES
0 1 231
WASHINGTON
JEFFERSON COUNTY
OLYMPIC NATIONAL PARK
O L Y M P I C
N A T I O N A L P A R K
Forks
Island
Abbey
T 26 N
T 25 N
HohRiver
CLALLAM COUNTY
JEFFERSON COUNTY
101
101
101
MP 4
MP 7.6 MP 10.2
K. Loftsgaarden
River Road
Upper Hoh
PROJECT LOCATIONS
and Bank stabilization
Bridge construction, AOP pipe
0.060
35 MPH
750
600
LENGTH 1.047 MILES
C
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7
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N
A.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
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0
2
0
3
2
2
6
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2
0
1
3
0
2
0
a
a
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g
n
WA JEFF 91420(1)
6
5
1
A
M
1
8
A
p
r
il
2
0
1
7
for Vicinity Map
See Sheet A.4
70
PL
A
N
IN
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N
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04
1
8
2
0
1
7
Aug 17, 2017
May 10, 2018
INDEX TO SHEETS
A.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
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f
i
l
e
s
p
w
p
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o
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u
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t
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0
2
0
3
2
2
6
w
a
a
2
0
1
3
0
2
0
a
b
d
g
n
WA JEFF 91420(1)
6
4
7
A
M
1
8
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2
0
1
7
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70PLANINHAND04182017
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DETAIL APPROVED FOR USE 11/2001
REVISED: 9/2005 1/2007 10/2009 10/2014
W101-1
AND ABBREVIATIONS
PLAN SYMBOLS
W west
drwg(s).
dist.
diaph.
diag.
dia.
DHV
D
exp. jt.
exc.
EW
ER
EQ or eq.
EP
emb.
elev.
El. 94.16 ft
e
E
expansion joint
excavation
edge of water
edge of road
equation
edge of pavement
embankment
elevation
elevation with number
superelevation rate
east
drawing(s)
distance
diaphragm
diagonal
diameter
design hourly volume
diameter
galv.
ga.
galvanized
gage (gauge)
HW
hex.
hdwl.
high water
hexagon
headwall
ftg.
ft3
ft2
flg.
fin.
footing
cubic foot (feet)
square foot
flange
finish
jt.
ID
joint
inside diameter
LW
lt. or LT
Ls
LPSM
long.
LNFT
lat.
lam.
L
low water
left
length of spiral
lump sum
longitudinal
linear foot (feet)
latitude
lamination
length of curve
NC
N
normal crown
north
OG
OD
o. to o.
o. c.
original ground
outside diameter
out to out
on center
pvmt.
PT
PST
PSC
PS
POT
POS
POC
pl.
PI
PCS
PCC
PC
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
rte.
rt. or RT
reqd.
reinf.
rdwy.
R/W
R.
R
route
right
required
reinforcement
roadway
right-of-way
range
radius
typ.
Ts
TS
thd.
TBM
T.
T
typical
tangent distance (spiraled curve)
point of tangent to spiral
thread
temporary bench mark
township
tangent distance
VPI
vph
V
vertical point of intersection
vehicles per hour
design speed
yd3
yd2
cubic yard(s)
square yard
sym.
STS
struc.
stiff.
stgr.
std.
STA, Sta.
ST
SS
SRS
SQYD
SQFT
spa.
SLRY
shldr.
sec.
SC
SADT
S
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
CUYD
culv.
CUFT
cubic yard(s)
culvert
cubic foot (feet)
mon.
min.
MGAL
max.
matl.
monument
minimum
thousand gallon
maximum
material
3
2
1
P
M
5
A
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2
0
1
7
U
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2
2
6
w
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0
a
b
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W
1
0
1
1
d
g
n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
STATE PROJECT
NUMBER
SHEET
A.3JEFF91420(1) WA
BH
CP GPS
JH
TP
DI
36 31
61
36 31
61
15
22
15
22
SEC.
16
1
SEC.
16
1
400
EL. 1234.56
N
E
RIP
G GW W
DI
T T
NOTE:
NO SCALE
on the appropriate plan sheet.
Other symbols used in the plans will be shown in a legend1.
Property Line w/Found Property Corner
Section Corner (Found, Projected)16
1
SectionLine161
Section Corner (Found, Projected)4
1
SectionLine4
1
Parcel Number
National Park Boundary
National Forest Boundary
National Wildlife Refuge Boundary
Trail
Lake, Pond or Reservoir; Marshland
Spring or Seep
Material Source; Bore Hole; Test Pit
Section Line
Indian Reservation Boundary
Existing Roadway (Road, Paved, Gravel)
Section Corner (Found, Projected)
Large Creek or River
Spot Elevation; Coordinate Grid Tick
Above Ground Tank; Underground Tank
Treeline; Individual Trees
Boulder; Well; Satellite Dish; Grave
Cooking Grate; Garbage Can; Picnic Table
Flagpole; Fire Hydrant
Gas & Water Meter; Gas & Water Valve
Silt Fence
National Boundary
State Boundary
County Boundary
City Boundary
Township or Range Line
BLM Lands Boundary
Railroad
Intermittent Drainage or Small Creek
Control Point (Terrestrial and GPS); Jump Hub
Ø
c
spiral central angle
diameter
curve central angle
total central angle
approach
ahead
average daily traffic
abutment
appr.
AH
ADT
abut.
bearing
bridge
balance point
bench mark
back
brg.
br.
BP
BM
BK
ctrs.
CS
cont.
constr. jt.
conn.
conc.
col.
CMP
clr.
cc or c. to c.
centers
point of curve to spiral
continuous
construction joint
connection
concrete
column
corrugated metal pipe
clear
centerline
center to center
mile post
main line
M.P.
M.L.
STEAM = steam, T = telephone, TV = CATV, W = water
P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer,
FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil,
UP = transformer or junction box, WF = water fountain
EM = electric meter, T = telephone pedestal, TV = CATV pedestal,
Light, Support w/Anchor)
Poles (Power, Telephone, Joint Use,
no symbol -
EXISTING PROPOSED
Transition
Toe of Fill
Top of Cut
wall face
CL
North Arrow
Fence
Gate with Fence
Cattleguard
Guardrail
Retaining Wall
Pipe Culvert (arrow shows flow)
Pipe Culvert with End Section
Pipe Culvert with Headwall
Underdrain
Concrete Barrier
Slope Stake Limits
Pipe Culvert with Drop Inlet
Box Culvert
Delineators
Underground Utilities
Overhead/Above Ground Utilities
Signs (single, double post; portable)
Miscellaneous Utility Features
Building
Right-of-Way Line with Monument
Permanent Easement
Construction Easement
Riprap
N
Fiber Roll or Wattle
70
PL
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2
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1
7
keerCdleifniW
keerC
k
lE
k
eerCraelC
kee
rCybhguolli
W
C
any
on
C
ree
k
D
AORREVIRHOHREPPU
A d e rC
r
e
e
k
T
ow
erCreek
L
in
d
n
e
r
C
re
e
k
O w lCreek
101
OLYMPICNATIONALPARK
NF
OLYMPIC
NF
OLYMPIC
NATIONAL FOREST
OLYMPIC
Campground
Willoughby Creek
Campground
Minnie Peterson
REVIRHOH
9992FN
14.9 MI.
Forks WA.
Scale in Miles
0 .5 1
N
97+57.95
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
15+39.03
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
53+48.89
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
30+93.41
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
9+62.52
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
BEGIN PROJECT
85+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
117+02.39
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
END PROJECT
VICINITY MAP
A.4
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
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0
2
0
3
2
2
6
W
A
a
2
0
1
3
0
2
0
a
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d
g
n
WA JEFF 91420(1)
8
5
0
A
M
1
3
A
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2
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1
7
C
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T. 27 N.T. 27 N.
T. 26 N.T. 26 N.
R
1
1
W
R
1
2
W
R
1
2
W
R
1
1
W
103+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
98+46.74
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
71+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
Channel Preservation
Lindner Creek
Bank Stabilization
Spruce Creek
kee
r
C
e
c
u
rpS
deR
k
eerC
keerCllenS
70PLANINHAND04182017
Sheet and Description
Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L
Typical
Section
Plan &
Profile
Approach
Roads
Sediment/
Erosion
Control
Bridge Drainage Roadsde
Features
Rockery and
Special Rock
Embankment
Temporary
Traffic
Control
Permanent
Traffic
Control
ALLOWANCE Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15215-4000 SURVEY AND STAKING, PERMANENT
MONUMENT AND MARKER(PROPERTY
CORNER)EACH 1 1
A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0100 15401-0000 CONTRACTOR TESTING LPSM ALL
A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0140 15702-1000 SOIL EROSION CONTROL, TEMPORARY
DIVERSION CHANNEL LPSM ALL
A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 3,795 305 4,100
A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM
FILTER ROCK)EACH 29 3 32
A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM
FILTER ROCK)EACH 49 5 54
A0220 20101-0000 CLEARING AND GRUBBING ACRE 5.0 5.0
A0240 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 1 1
A0260 20301-0300 REMOVAL OF BOX CULVERT EACH 1 1
A0280 20301-1100 REMOVAL OF GATE EACH 1 1
A0300 20301-1900 REMOVAL OF PIPE CULVERT (60 - INCH
DIA. CMP)EACH 1 1
A0320 20301-1900 REMOVAL OF PIPE CULVERT (18 - INCH
DIA. CMP)EACH 1 1
A0340 20301-2400 REMOVAL OF SIGN EACH 8 8
A0360 20302-1200 REMOVAL OF GUARDRAIL LNFT 229 229
A0380 20304-2000 REMOVAL OF BRIDGE LPSM ALL ALL
A0400 20401-0000 ROADWAY EXCAVATION CUYD 12,970 522 148 1,360 15,000
A0420 20701-0300 SEPARATION-STABILIZATION
GEOTEXTILE, CLASS 1, TYPE C SQYD 100 10 110
A0440 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 144 16 160
A0460 20801-0000 STRUCTURE EXCAVATION CUYD 85 85
A0480 20803-0000 STRUCTURAL BACKFILL CUYD 585 585
A0500 20810-0000 SHORING AND BRACING LPSM ALL
A0520 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 2,770 270 3,040
A0540 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 100 10 110
A0560 25201-1000 SPECIAL ROCK EMBANKMENT,
MECHANICALLY-PLACED CUYD 161 9 170
A0580 25210-0000 ROCKERY SQFT 96 9 105
A0600 30110-0000 AGGREGATE SURFACE COURSE TON 185 15 200
A0620 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 5,460 314 576 6,350
SUMMARY OF QUANTITIES - Schedule A
A
M
E
N
D
Line
Item
No.
Pay Item
Number Pay Item Description Unit
Estimated
Quantities Remarks and/or
Determination of Estimated
Quantity
18
A
p
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2
0
1
7
5
0
4
P
M
c:
m
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f
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s
p
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p
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tio
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0
2
0
3
2
3
4
w
a
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2
0
1
3
0
2
0
E
s
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a
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1
4
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S
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STATE PROJECT
B.1JEFF91420(1) WA
SHEET
NUMBER
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
Sheet and Description
Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L
Typical
Section
Plan &
Profile
Approach
Roads
Sediment/
Erosion
Control
Bridge Drainage Roadsde
Features
Rockery and
Special Rock
Embankment
Temporary
Traffic
Control
Permanent
Traffic
Control
ALLOWANCE Bid
Schedule
A0640 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,771 90 129 1,990
A0660 41201-0000 TACK COAT TON 9 1 10
A0680 55101-0200 CONCRETE FILLED STEEL PIPE PILE,
IN PLACE(24-INCH DIAMETER X
0.75=INCH)LNFT 1,635 1,635
A0700 55104-1000 DYNAMIC PILE LOAD TEST EACH 4 4
A0720 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)CUYD 90 90
A0740 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE)CUYD 80 80
A0760 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE),
FOR APPROACH SLABS, TYPE 2 SQYD 110 110
A0780 55302-2700 PRECAST, PRESTRESSED CONCRETE
DECKED BULB TEE GIRDERS, 53-INCH LNFT 1,190 1,190
A0800 55401-1000 REINFORCING STEEL LB 12,600 12,600
A0820 55401-2000 REINFORCING STEEL, EPOXY COATED LB 7,000 7,000
A0840 55601-1100 BRIDGE RAILING, STEEL, TWO RAIL LNFT 712 712
A0860 55901-0000 MEMBRANE WATERPROOFING SQYD 700 700
A0880 56401-1000 BEARING DEVICE, ELASTOMERIC EACH 20 20
A0900 60220-0000 PRECAST REINFORCED CONCRETE BOX
CULVERT (16-FT SPAN x 16-FT RISE)LNFT 40 40
A0920 61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS
B WOOD POSTS LNFT 175 175
A0940 61702-0300 TERMINAL SECTION, TYPE G4-BAT EACH 2 2
A0960 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 10 10
A0980 61707-0000 STRUCTURE TRANSITION RAILING LNFT 104 104
A1000 62502-0000 TURF ESTABLISHMENT SQYD 8,929 871 9,800
A1020 62632-0000 PLANTINGS(POLE PLANTINGS)LPSM ALL
A1040 62632-0000 PLANTINGS(LINDNER CREEK POLE
PLANTINGS)LPSM ALL
A1060 62632-0000 PLANTINGS(SPRUCE CREEK POLE
PLANTINGS)LPSM ALL
A1080 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 8,929 871 9,800
A1100 63302-0000 SIGN SYSTEM SQFT 49 49
A1120 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID
YELLOW)LNFT 12,404 1,196 13,600
A1140 63502-0600 TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 EACH 12 12
A1160 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE,
TYPE 36-INCH EACH 107 107
A1180 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 12 12
Estimated
Quantities Remarks and/or
Determination of Estimated
Quantity
18
A
p
r
2
0
1
7
5
0
4
P
M
c:
m
y
f
ile
s
p
w
p
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u
c
tio
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d
0
2
0
3
2
3
4
w
a
a
2
0
1
3
0
2
0
E
s
t
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a
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1
4
x
ls
x
S
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2
SUMMARY OF QUANTITIES - Schedule A
A
M
E
N
D
Line
Item
No.
Pay Item
Number Pay Item Description Unit
STATE PROJECT
B.2JEFF91420(1) WA
SHEET
NUMBER
70PLANINHAND04182017
Sheet and Description
Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L
Typical
Section
Plan &
Profile
Approach
Roads
Sediment/
Erosion
Control
Bridge Drainage Roadsde
Features
Rockery and
Special Rock
Embankment
Temporary
Traffic
Control
Permanent
Traffic
Control
ALLOWANCE Bid
Schedule
A1200 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING
LIGHT TYPE B EACH 12 12
A1220 63502-2000 TEMPORARY TRAFFIC CONTROL,
PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2
A1240 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH
CUSHION EACH 6 6
A1260 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC
SIGNAL SYSTEM EACH 3 3
A1280 63503-0400 TEMPORARY TRAFFIC CONTROL,
CONCRETE BARRIER LNFT 5,990 5,990
A1300 63504-1000 TEMPORARY TRAFFIC CONTROL,
CONSTRUCTION SIGN SQFT 449 449
A1320 63504-2000 TEMPORARY TRAFFIC CONTROL,
PAVEMENT MARKINGS, SYMBOLS AND
LETTERS (STOP LINE)SQFT 144 144
A1340 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT
CAR HOUR 3,300 3,300
A1360 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC
CONTROL SUPERVISOR DAY 400 400
A1380 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER FXHR 6,600 6,600
A1400 64703-6000 MITIGATION, FISH PASSAGE BOULDER EACH 0
A1420 64703-8000 MITIGATION, BANK STABILIZATION(KEY
DOLOSE)EACH 186 186
A1440 64703-8000 MITIGATION, BANK
STABILIZATION(WOOD BUFFER w/
DOLOSSE)EACH 31 31
A1460 64703-8000 MITIGATION, BANK
STABILIZATION(LINDNER CREEK WOOD
BUFFER w/ DOLOSSE)EACH 24 24
A1480 64703-8000 MITIGATION, BANK
STABILIZATION(SPRUCE CREEK KEY
DOLOSE)EACH 6 6
A1500 64703-8000 MITIGATION, BANK
STABILIZATION(SPRUCE CREEK WOOD
BUFFER w/ DOLOSSE)EACH 1 1
A1520 64704-1000 MITIGATION, STREAMBED
MATERIAL(CONSERVED)CUYD 3,900 400 4,300
A1540 64704-1000 MITIGATION, STREAMBED MATERIAL CUYD 0
A1560 64704-1700 MITIGATION, BANK
STABILIZATION(COARSE WOODY DEBRIS)CUYD 9,300 9,300
Estimated
Quantities Remarks and/or
Determination of Estimated
Quantity
18
A
p
r
2
0
1
7
5
0
4
P
M
c:
m
y
f
ile
s
p
w
p
ro
d
u
c
tio
n
d
0
2
0
3
2
3
4
w
a
a
2
0
1
3
0
2
0
E
s
t
im
a
t
e
1
4
x
ls
x
S
h
e
e
t
3
SUMMARY OF QUANTITIES - Schedule A
A
M
E
N
D
Line
Item
No.
Pay Item
Number Pay Item Description Unit
STATE PROJECT
B.3JEFF91420(1) WA
SHEET
NUMBER
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
Sheet and Description
Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L
Typical
Section
Plan &
Profile
Approach
Roads
Sediment/
Erosion
Control
Bridge Drainage Roadsde
Features
Rockery and
Special Rock
Embankment
Temporary
Traffic
Control
Permanent
Traffic
Control
ALLOWANCE Bid
Schedule
A1580 64704-1700 MITIGATION, BANK
STABILIZATION(LINDNER CREEK COARSE
WOODY DEBRIS)CUYD 2,880 2,880
A1600 64704-1700 MITIGATION, BANK
STABILIZATION(SPRUCE CREEK COARSE
WOODY DEBRIS)CUYD 300 300
A1620 65001-1000 CONSTRUCT AND MAINTAIN
DIVERSION(FLOW DIVERSION)LPSM ALL
A1640 65001-1000 CONSTRUCT AND MAINTAIN
DIVERSION(LINDNER CREEK FLOW
DIVERSION)LPSM ALL
A1660 65001-1000 CONSTRUCT AND MAINTAIN
DIVERSION(SPRUCE CREEK FLOW
DIVERSION)LPSM ALL
A1680 99920-0000 DESIGN CONTINGENCY LPSM ALL
Estimated
Quantities Remarks and/or
Determination of Estimated
Quantity
18
A
p
r
2
0
1
7
5
0
4
P
M
c:
m
y
f
ile
s
p
w
p
ro
d
u
c
tio
n
d
0
2
0
3
2
3
4
w
a
a
2
0
1
3
0
2
0
E
s
t
im
a
t
e
1
4
x
ls
x
S
h
e
e
t
4
SUMMARY OF QUANTITIES - Schedule A
A
M
E
N
D
Line
Item
No.
Pay Item
Number Pay Item Description Unit
STATE PROJECT
B.4JEFF91420(1) WA
SHEET
NUMBER
70PLANINHAND04182017
TYPICAL SECTION
2]
C
l
e
a
r
i
n
g
l
i
m
i
t
S
l
o
p
e
s
t
a
k
e
C
l
e
a
r
i
n
g
l
i
m
i
t
C
l
e
a
r
i
n
g
l
i
m
i
t
FOOTNOTE:
turfestablishmentlimits
stimiltnemhsilbatsefrut
C
l
e
a
r
i
n
g
l
i
m
i
t
Shoulder
2'-0"
5'-0'5'-0"
0.25 D
0.25 D
Existing ground
Slope stake
Existing ground
Shoulder
2'-0"
Existing ground
5'-0"
Profile grade
1
2
10'-0'
5'-0"5'-0"
2]
Variable
2]
Variable
proportionally.
dimension and reduce the front slope rounding distance
For cut heights less than "B" reduce "B" to the cut height[4]
approach road quantities see Sheet E.1.
Includes quantities for turnouts and guardrail widening. For[3]
Construct slopes as shown in the Staking Report.[2]
on the plan and profile curve data.
Superelevate roadway on curves at the rate 'e' as indicated [1]
1]
2% Crown
ROUNDING DETAIL
4]FILL SLOPE
ROUNDING DETAIL
4]CUT SLOPE
2]
Variable
CL
D
D
Traveled lane
11'-0"
Traveled lane
11'-0"
4-inch compacted depth, placed in two equal lifts
Asphalt concrete pavement, type 1,
1:4
1
4
Tack coat
C.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
0
w
a
a
2
0
1
3
0
2
0
c
a
d
g
n
WA JEFF 91420(1)
1
1
4
9
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
103+00 to 117+02.39
71+00 to 85+00
47+81.15 to 50+79.67
MAINLINE TYPICAL SECTION
Roadway aggregate, method 1, 8-inch depth
dnalortnocnoisoredelloR
Rollederosioncontroland
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
QUANTITIES
PLAN AND PROFILE
TABULATION OF
D.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
a
d
g
n
WA JEFF 91420(1)
1
1
4
4
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70PLANINHAND04182017
35
El= 259.98
E= 815,019.639
N= 318,061.255
15+39.03
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
UP
T
T
T
UP
CP
14101
CP
14102
CP
14105
30+93.41to53+50.46BankStabilizationRT.
RESUME PROJECT
El= 269.92
E= 816,549.507
N= 318,249.233
30+93.41
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
BEGIN PROJECT
El= 266.89
E= 814,443.431
N= 318,075.887
9+62.52
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust
002
001
98504-7014
Olympia, WA
P.O. Box 47014
Dept. of Natural Resources
State of Washington
9+62.52 TO 39+00
PLAN AND PLAN
CP
14106
N
N
D.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
b
d
g
n
WA JEFF 91420 (1)
1
0
1
5
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
Section24T27N, R12W
Section25T27N, R12W
SeeSectionH fordetails
9+62.52to15+39.03BankStabilizationRT.
SeeSectionHfordetails
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
40 4550
9009
9005JHJH
37+00 TO 54+00
PLAN AND PLAN
UP
UP
UP
T T
T
14107
CP
TT
T
CP
14106
003
98331-9470
Forks, WA
4193 Upper Hoh Road
Peterson, Gary L. & Charlotte
001
98504-7014
Olympia, WA
P.O. Box 47014
Dept. of Natural Resources
State of Washington
001 003
003
98331-9470
Forks, WA
4193 Upper Hoh Road
Peterson, Gary L. & Charlotte
003 003
003
003
N
N
D.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
c
d
g
n
WA JEFF 91420 (1)
1
0
1
6
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
S
e
ctio
n
3
0
T
2
7
N, R
1
1
W
S
e
ctio
n
2
5
T
2
7
N, R
1
2
W
sliatedrofHnoitceSeeS
SeeSectionH fordetails
30+93.41to53+50.46BankStabilizationRT.
TRnoitazilibatSknaB64.05+35ot14.39+03
See Section H for details
Precast concrete culvert
49+49.1 MP 4.0 AOP
BEGIN MP 4.0 AOP
END MP 4.0 AOP
SUSPEND PROJECT
El= 263.11
E= 818,510.379
N= 317,242.985
53+48.89
WA JEFF 91420(1)
El= 265.88
E= 818,093.592
N= 317,630.060
See sheet D.4 for plan and profile.
47+81.15
El= 263.76
E= 818,308.987
N= 317,423.417
50+97.67
70PLANINHAND04182017
TT
UP
UP
CP
14107
T
4
8
0
0
2
6
6
1
4
0.7571%
2
6
3
4
7
4
9
7
0
0.2611%
15691SSD = 514'
K = 43
100' VC
K = 109
200' VC
Guardrail Rt
48+71.93 to 49+84.69
49+43.01 to 49+55.48
Guardrail Lt
T T
B B
Backslope anchor terminal
Tangent terminal
LEGEND
T
B
Special rock embankment Rt
47+81.15 to 48+50
concstructed
Line to be
Profile grade Existingground
563
003
98331-9470
Forks, WA
4193 Upper Hoh Road
Peterson, Gary L. & Charlotte
003
003
003
003
003
D
T= 127.53'
R= 4,522.00'
PCC 47 08 30 PT496330
P
C
5
1
9
9
8
1
50
N
END MP 4.0 AOP
EL= 263.76
E= 818,308.987
N= 317,423.417
50+79.67
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
e= Normal Crown
L= 255.00'
1 1
S
e
e
S
e
c
t
i
o
n
H
P
r
e
c
a
s
t
c
o
n
c
r
e
t
e
b
o
x
A
O
P
c
u
l
v
e
r
t
I
n
s
t
a
l
l
1
6
x
1
6
R
e
m
o
v
e
e
x
i
s
t
i
n
g
c
u
l
v
e
r
t
4
9
4
9
1
0
CONNECTION DETAIL
paved surface
Existing
for pavement structure
See Section C
Proposed
See Connection Detail this sheet
Saw cut existing pavement
See Connection Detail this sheet
Saw cut existing pavement
BEGIN MP 4.0 AOP
EL= 265.88
E= 818,093.592
N= 317,630.060
47+81.15
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
existing pavement
Saw cut
CUYD
EXC.
CUYD
EMB.
54+0051+0045+00
250
253
256
259
262
265
268
271
274
46+00 47+00 48+00 49+00 50+00 52+00 53+00
D.4
STATE PROJECT
NUMBER
SHEET
S
h
e
e
t
C
e
l
l
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
d
d
g
n
WA JEFF 91420(1)
7
5
6
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CUYD
EXC.
CUYD
EMB.
45+00
250
253
256
259
262
265
268
271
274
S
h
e
e
t
C
e
l
l
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
d
d
g
n
7
5
6
A
M
1
8
A
p
r
il
2
0
1
7
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
1.1367%
1.1367%
N
P
C
C
7
1 +
7
7 .
0
0
P
T
740223
P
C
7
5
1
8.
7
3
P T 7 6 4 3 3 9
340
346
352
334
328
352
346
340
T
T
P
C
7
5
1
8.
7
3
75
T
keerC
r
ewoT
Profile grade
Existing ground
RESUME PROJECT
Existing ground
Profile grade
BH
TCB-1601
BH
TCB1602
EL= 319.92
E= 833,008.593
N= 314,584.308
71+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
CP
14203
CP
14202
7
5
0
0
3
5
4
6
2
9.8130%
1.1367%
7
1
4
1
3
1
9
3
9+
1.7526%
9.8130%
K = 33
268' VC
Rockery wall Lt.
73+77 to 74+70
Structure transition railing Rt
76+56.07 to 76+81.66
Structure transition railing Lt
78+12.25 to 78+37.83
T
T T
T
76+68.19 to 76+81.27
Structure transition railing Lt
78+12.25 to 78+25.34
Structure transition railing Rt
Tangent terminal
LEGEND
T
Remove gate
78+35 Lt
R
e
m
o
v
e
e
x
i
s
t
i
n
g
1
8
C
M
P
7
6
4
7
L
t
Remove Bridge
77+10 t77+80
constructed
Line to be
obliteration
Roadwayobliteration
Roadway
2,057
52 726
SSD = 273'
K = 35
300' VC
018
98512-5607
Olympia, WA
1835 Black Lake Blvd. S.W.
Olympic National Forest
United States Dept. of Agriculture
018
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust
019 020
98368-0920
Port Townsend, WA
P.O. Box 1220
Jefferson County
020
Set property corner
76+73 Lt
See Section G
Tower Creek Bridge
76+87 to 78+07
Section28T27N,
R11W
Section27T27N,
R11W
R= 231.00'
D
T= 122.48'
L= 225.23'
e= 0.060
L= 124.65'
D
R= 231.00'
T= 63.88'
e= 0.060
R= 485.00'
D
T= 89.50'
L= 177.00'
e= 0.058
526
121 44
Remove existing guardrail
76+55 to 77+10
Remove existing guardrail
76+76 to 77+10
Remove existing guardrail
77+85 to 78+06
Remove existing guardrail
78+31 to 78+46
See Connection Detail sheet D.6
Saw cut existing pavement
D.5
STATE PROJECT
NUMBER
SHEET
S
h
e
e
t
C
e
l
l
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
e
d
g
n
WA JEFF 91420(1)
1
0
5
3
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CUYD
EXC.
CUYD
EMB.
79+0076+0070+00
310 328
316 334
322 340
328 346
334 352
340 358
346 364
352 370
358 376
71+00 72+00 73+00 74+00 75+00 77+00 78+00
D.6
STATE PROJECT
NUMBER
SHEET
S
h
e
e
t
C
e
ll
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
f
d
g
n
WA JEFF 91420(1)
1
0
5
3
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CUYD
EXC.
CUYD
EMB.
88+0085+0079+00
318 318
324 324
330 330
336 336
342 342
348 348
354 354
360 360
366 366
80+00 81+00 82+00 83+00 84+00 86+00 87+00
NPC
7
9
7
3
8
0
PT815914
8
5
Existing ground
Profile grade
5.7 3 0 2
7
9
1
6
3
5
9
3
5
8
4
4
8
3
2
8
8
7
5.7 3 0 2
2.3649%
K = 46
370' VC
CP
14204
SUSPEND PROJECT
EL= 332.03
E= 833,967.476
N= 315,476.235
85+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
S
ee
h
ee
t
H
2
8
f
o
r
d
e
t
a
i l s
80
0
0
59
to
83
52
45
B
a
nk
S
t
a
b
i l i
za
t i
on
RT
constructed
Line to be
Roadway obliteration
200' VC
K = 29
SSD = 257'
021
020
98368-0920
Port Townsend, WA
P.O. Box 1220
Jefferson County
020 021
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust
S
ection
27
T
27
N
R
11
W
S
ection
28
T
27
N
R
11
W
D
R= 340.00'
L= 185.55'
e= 0.060
T= 95.15'
2,173 251
31 237
See Connection Detail this sheet
Saw cut existing pavement
CONNECTION DETAIL
existing pavement
Saw cut
paved surface
Existing
for pavement structure
See Section C
Proposed
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
sliatedrof8-2.HteehseeS
TRnoitazilibatSknaB47.64+89ot59.75+79
95+00 to 99+00
PLAN AND PLAN
SUSPEND PROJECT
El= 336.83
E= 835,248.168
N= 315,207.414
98+46.74
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
El= 339.11
E= 835,166.511
N= 315,242.152
97+57.95
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
021
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust
021
D.7
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
g
d
g
n
WA JEFF 91420(1)
1
1
1
5
A
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
N
Spruce 63" dia.
Remove tree
1]98+35 RT
Verify exact location in field.[1]
FOOTNOTE
70PLANINHAND04182017
108 110
108
110
D.8
STATE PROJECT
NUMBER
SHEET
S
h
e
e
t
C
e
l
l
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
h
d
g
n
WA JEFF 91420(1)
6
2
7
A
M
1
2
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CUYD
EXC.
CUYD
EMB.
111+00108+00102+00
432 408
438 414
444 420
450 426
456 432
462 438
468 444
474 450
480 456
103+00 104+00 105+00 106+00 107+00 109+00 110+00
450
444
438
432
N
P
C
1
0
3
3
8
0
6
P
T
1
0
5
1
0
5
1
110105
UP
T
k
e
e
r
C
n
o
y
n
a
C
432
438
444
450
456
Profile Grade
Exising ground
Exising ground
Profile Grade
CCC16-01
BH
BH
CCC16-02
CP
15103
15102
CP
Structure transition railing Rt
108+12.17 to 108+37.75
T
T
Structure transition railing Lt
109+52.25 to 109+77.83
T
108+24.67 to 108+37.75
Structure transition railing Lt
109+52.25 to 109+65.33
Structure transition railing Rt
T
8
5
C
M
P
R
e
m
o
v
e
e
x
i
s
t
i
n
g
1
0
8
8
8
7
0
Tangent terminal
LEGEND
T
WA JEFF 91420(1)
UPPER HOH RIVER ROAD
103+00
N= 313,355.855
E= 844,624.648
EL= 466.96
RESUME PROJECT
1,411 2,115
023
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust 023
023
023023
P
C
1
1
0
7
2
9
4
See Section G
Canyon Creek Bridge
108+35 to 109+55
D
T= 86.23'
e= Normal Crown
L= 172.45'
R= 5,000.00'
5,186 117
See Connection Detail sheet D.9
Saw cut existing pavement
N
UP
T= 281.67'
D
R= 5,000.00'
P
O
T
1
1
7
0
2
3
9
P
T
1
1
6
3
5
6
9
115
P
C
1
1
0
7
2
9
4
5.7715%
2.2446%
1
1
2
3
0
4
4
0
8
7
4
3
0
2
7
SSD = 212'
K = 19
155' VC
15104
CP
15201
GPS
CP
15105
END PROJECT
EL= 430.27
E= 845,968.915
N= 313,751.062
117+02.39
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
2,097
1
023 023
98362
Port Angeles, WA
P.O. Box 3068
Hoh River Trust
023
e= Normal Crown
L= 562.75'
See Connection Detail this sheet
Saw cut existing pavement
CONNECTION DETAIL
existing pavement
Saw cut
paved surface
Existing
for pavement structure
See Section C
Proposed
D.9
STATE PROJECT
NUMBER
SHEET
S
h
e
e
t
C
e
ll
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
1
w
a
a
2
0
1
3
0
2
0
f
i
d
g
n
WA JEFF 91420(1)
3
2
8
P
M
1
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CUYD
EXC.
CUYD
EMB.
120+00117+00111+00
408 408
414 414
420 420
426 426
432 432
438 438
444 444
450 450
456 456
112+00 113+00 114+00 115+00 116+00 118+00 119+00
70PLANINHAND04182017
TYPICAL SECTION
APPROACH ROAD
C
l
e
a
r
i
n
g
l
i
m
i
t
Seeding, mulchingand
turfestablishmentlimits
dna ,gnihclum ,gnideeS stimiltnemhsilbatsefrut
C
l
e
a
r
i
n
g
l
i
m
i
t
Shoulder
2'-0"
Shoulder
2'-0"
Existing ground
5'-0"
Profile grade
1
2
2]
Variable
2]
Variable
1]
2% Crown
CL
Traveled lane
Varies
Traveled lane
Varies
APPROACH TYPICAL SECTION
1:4
1
FOOTNOTE:
Construct slopes as shown in the Staking Report.[2]
on the plan and profile curve data.
Superelevate roadway on curves at the rate 'e' as indicated [1]
E.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
2
w
a
a
2
0
1
3
0
2
0
j
a
d
g
n
WA JEFF 91420(1)
4
4
2
P
M
1
3
A
p
r
il
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
Roadway aggregate, method 1, 8-inch depth
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
P
O
T
7
0
2
3
2
2
5
7 0 0
T= 22.33'
L= 40.73'
D
R= 40.00'
R= 40.00'
T= 51.19'
L= 72.60'
D
R= 40.00'
T= 24.96'
L= 44.64'
D
7
0
1
0
0
4
2
8
264
3
3
1
8
7.8553%
7
0
1
6
0
4
1
4
0
3
23
7
208
15
2542
K = 6
50' VC
K = 4
59' VC
Elev = 405.33
E = 845,344.130
N = 313,398.668
702+17.01Chain = HZ_11122
Line to be constructed
Profile grade
Existing ground
END ROAD APPROACH
DR
HOH
REPPU
yawlevartfoegdE
BEGIN ROAD APPROACH
Elev = 433.18
E = 845,410.253
N = 313,532.952
700+37.40 Chain = HZ 11122
111+22.01 - 11' RT Chain = CANYON_UP2
90
PT700+55.68
P C 7 0 0 1 4 9 6
P
T
701
48.
61
P
C
701
57.
67
PT7020231
76.01
700PC
111+22
7
0
0
3
7
N
CUYD
EXC.
CUYD
EMB.
702+00701+50701+00700+50700+00
390 390
400 400
410 410
420 420
430 430
440 440
450 450
460 460
470 470
E.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
2
w
a
a
2
0
1
3
0
2
0
j
b
d
g
n
WA JEFF 91420(1)
4
2
5
P
M
1
3
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
6
70PLANINHAND04182017
CP
500
5
0
0
6
0
3
5
9
5
0
9.8259%
5
0
0
1
4
3
5
0
3
8
7.7768%
5
0
0
9
6
3
6
3
0
0
6.5551%
3
4
9
3
0
19.8128%
6
0
0
2
0
4
3
9
2
2
2.0040%
6
0
1
0
0
4
4
2
8
4
4.5350%
8.8905%
6
0
1
7
5
4
4
9
5
1
4
3
9
6
2
K = 25
338
342
346
350
354
460
456
452
448
370
366
362
358
444
440
436
432
428
CUYD
EXE.
CUYD
EMB.
P T
81
59.
1
4
END ROAD APPROACH
Elev = 363.49
E = 833,522.211
N = 315,416.046
501+03.08 Chain = APP8110
PT6013342
y
a
w
l
e
v
a
rt
f
o
e
g
d
E
y
a
w
l
e
v
a
r
t
f
o
e
g
d
E
14204
P
O
T
5
0
1
0
3
0
8
END ROAD APPROACH
Elev = 444.13
E = 833,522.211
N = 315,416.046
601+10.00 Chain = APP11264
BEGIN ROAD APPROACH
Elev = 356.18
E = 833,567.215
N = 315,376.729
500+43.32 Chain = APP8110
81+08.32, 13.55 LT Chain = CANYON_UP2
D
R
H
O
H
R
E
P
P
U
D
R
H
O
H
R
E
P
P
U
Existing ground
Existing ground
Profile grade
Profile grade
E
d
g
e
o
f
t
r
a
v
e
l
w
a
y
110' VC
E
d
g
e
o
f
t
r
a
v
e
l
w
a
y
limit
Construction
BEGIN ROAD APPROACH
Elev = 439.20
E = 845,549.818
N = 313,623.157
600+20.11 Chain = APP11264
112+63.69, 20.11 LT Chain = TOWER_SK2
NN8100
113+00
112+00
15104
326
P
C
6
0
0
7
0
7
7
Line to be constructed
600
CUYD
EXC.
CUYD
EMB.
602+00601+00600+00501+00500+00
338 428
342 432
346 436
350 440
354 444
358 448
362 452
366 456
370 460
E.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
3
2
w
a
a
2
0
1
3
0
2
0
j
c
d
g
n
WA JEFF 91420(1)
4
4
0
P
M
1
3
A
p
r
il
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
106
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
CONTROL QUANTITIES
EROSION/SEDIMENT
TABULATION OF
F.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
a
d
g
n
WA JEFF 91420(1)
2
1
2
P
M
1
8
A
p
r
il
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
FOOTNOTE
Quantity tabulated in ITEM 62901-0000. See Sheet D.2.[1]
70PLANINHAND04182017
CONTROL QUANTITIES
EROSION/SEDIMENT
TABULATION OF
F.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
a
1
d
g
n
WA JEFF 91420(1)
2
1
3
P
M
1
8
A
p
r
il
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
245245
2
45
2452452
245
2
4
5
245
245
2 4 5
245
245
245245245
245
245
245245
24
5
245
245
245
245
245 245 245245245245245
245
2452452452452455
45
245
245
245
2
4
5
245245
245
245
250
250
250
250
250
250
250
250
255
255
255
255
255
255
2
5
5
255
255
255
255
26
0
260
260
2
6
0
260
26
0
26
0
260
260
260
260
260
260
260
26
0
260
260
2
6
0
26
2
6
0
260
26
0
260
260
26
0
260
260
260
2
6
0
260260260260260
2
6
0
260
260
260
2
6
0
260
260
260260
260
260
260
260
260
260
260
260
265
265
26
5
265 265
2
6
5
265
265
240
240
245
245
245
245
245
245
245
245
2
45
245
250
250250
250250
250
250250
250250
250
250250250
250
250
250
250
250
250
2
5
0
250
250250
250
255
255
255
255
255
255
255
255 255
255
260
260
260 260
260
26
0
260
260
260
265
265
265
265 265
2 6 5
265
265
265 265
270
270
270
270
270
270
270
270
270
270
270
27
0
270
0
270270
270
275
275
27
5
275 275
275
2
275
275
275275
280 280
8
280
280
280
280
280
280 280
280
285
2 8
285
285
285
285
285
285
285
285 285
5
29
290
290
290
290
290 290
290
290
295
295
295
295
3
00
300
300
300
305
305
305
310
310
321
CP
14101
CP
14102
BEGIN PROJECT
El= 266.89
E= 814,443.431
N= 318,075.887
9+62.52
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
El= 259.98
E= 815,019.639
N= 318,061.255
15+39.03
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
UP
T
T
T
UP
CP
14105
RESUME PROJECT
El= 269.92
E= 816,549.507
N= 318,249.233
30+93.41
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
10 153035
N
N
F.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
b
d
g
n
WA JEFF 91420 (1)
1
2
5
0
P
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
10+00 TO 39+00
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
153035
HOH RIVER
HOH RIVER
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70PLANINHAND04182017
245
245245
245
245
245
245245
245
245
245
245
245
250
250250
250
250
250
250
250
250
250
25020
255
255
255 255
5
255
255
255
255255
260
260
260 260
260
260
260
260
265
265
265
265
265
265
265 265
265
265
265
270
2 7 0
270
2 7 0
270
270 270
270
270
270
270
275
275
275
275
275
275
275
275
280
280
280
280 280 2
80
280
280
285
285
285
2 5
285
285
285
28
5
285
290
290 290
290
2
90
2
90290290
2 9 0
29
5
2 9 5
295 295
295
2
95
295
295
295
30
0
300
300
300
3 0 0
3
0
0
300 300
300
305
305
305
3
0
5
305
305
305
305
310
310
3
1
0
31
0
310
310
3 1 5
315
315
3
20
320
3 2 0
325
325
330
3 3 0
330
335
340
340 345350
355
35
5
3 6 0
245 245
245245245245
245
245
245
245250250250250250250
2
50
250
250
250
250
250
250255
255
255 255 255
255
255
2 5 5
2
55
255
260
260
2
6
0
2 6 0
260
260
260
260
2 6 0
260260 265
265
265265
265
2
65265265
265
265
265265
2
6
5
270
270
270270
27
0
20270270270
270
27
5
275
275
275
2 7 5275
2
7
5
275
2
7
5275275275280
280
280
0
280
2802802802
280
285285
285285
285
2
85285285285
2 8 5
285
290
29
0
29
0
290
29
0
290
290
290 290
2
9
0
295
2 9 5 2 9 5
29
5
295 295
295
295
295
300
3 0 0
300
300
300 3
300 300
3
0
0
3
05
3 0 5
305
305
3
0
5
3
0
5
305
305
305 310
310
3 1 0310
310
3 1 0
310
315
315
315
315
31
5
315
3 1 5
3
1
5
320320
320
320
3
2
0
320
320
32
0
32
5
325
325
325
3
2
5
3 2
325
3
25
33
0
330
3 3 0
330
3 3 0
330
335
335
335
335
3
3
5
3 3 5
3
3
5
33
5340
340
3 4 0340340
340
3
45
345
345
345
3
4
5
345
345
350
350
3
5
0
350
355
355
3
55
360
360
36
0
360
365
3
6
5
365
370
37
5
375
375
3
8
0
380
385
3 9 0
400260
265265265265
265
265
270270270270275275280280285285
UP
UP
UP
T T
T
14107
CP
TT
T
CP
14106
Clearing limits
Clearing limits
SUSPEND PROJECT
El= 263.11
E= 818,510.379
N= 317,242.985
53+48.89
WA JEFF 91420(1)
40 4550
N
N
F.4
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
c
d
g
n
WA JEFF 91420 (1)
1
2
5
3
P
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
37+00 TO 54+00
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
HOH RIVER
HOH RIVER
Check dam (Filter rock)
47+81 to 49+31 Lt
Check dam (Filter rock)
49+70 to 50+80 Lt
Silt fence
47+81 to 50+79 RT
Silt fence
49+22 to 49+39 LT
Silt fence
49+71 to 49+84 LT
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
725820801270
7
5
320320
325330
3
3
0
335
335
335340
34
0
340
340340
345
345
3
345
350
350
3
5
0
350
3
50
350350
355
355
55
355
355
355
355
360
360
360
360
36
0
365
365370370375
3
1
0
315
315
31
315
315
315315
315
315
31
5
315
315
315
315315315
315
315
3
31
5
315
315
5
31
5
315315
31
5
315
315
31
5
3
1
5
31
5
315
31531
5
320
320
320
320
320
320
320
3
2
0
32
0
320
320
320
320
3
2
0
32
0
3
2
0
32
0
32
0
320
32
0
32
0
32
0
32
0
32
0
320
3 2
325
3
5
325
325
325
325
32
5
3
25
32
5
325
325
325325
325
32
5
3
2
5
325
32
5
32
532
5
3
2
5
32532
5
32
5
325
32
5
3
25
330
33
0
3
3
0
330
3
3
0
33
0
330
3
3
0
330
330
330
3
30
3 3 0
330
330
330
330
335
335
3
5
335
33
5
335
335
335335
335
3
3
5
3 3 5
3
3
5
335
335
340
40340
340
340
340
340 340340
34
0
340
340
34
0
340
340
34
0
340
345
3
4
5
345
345
345
34
5
345345
345
34
5
3
4
5
350
3
5
0
350
350
3
50
3
5
0
350
350
350
350
350
350350350350
35
035
0
35
0
3
55
3
5
5
355
355
355355
355
355355355
355
355
3
55
355
355
355
36
0
360
360
360
360360
360
360
360
360
3 60
3 6 5
365
365
365
365 6 5 365
3
6
5
370
370
370
370
37
0
370
370
37
0
370
370
375
375
375
375
375
375
37
5
375
375
375
3
8
0
380
380
3
8
0
380
380
380
380
3
8
5
38
5
385
385
385
385
3
9
0
3
9
0
390
390
39
0
3
9
5
395
395
395
395
4 00 400
40
0
400
400
4
0
5
405
405
405
405
4
1
0
4
10
410
410
41
5
4 1 5
41
5
415
4
2
0
42
0
4
2
0
4 20
42
0
4
2
5
425
425
4
3
0
430
430
4
3
5
435
43
5
4
4
0
440
44
0
4
4
5
44
5
4
45
4
5
0
50
4
45
5
4
60
4604
6
5
470
70
47
0
N
Clearing limit
Clearing limit
Clearing limit
Clearing limit
HOH RIVER
Silt fence
71+00 to 76+99 Rt.
Silt fence
77+80 to 85+00 Rt.
rolled erosion control product
Filter rock check dams with
72+85 to 75+50 Lt.
Silt fence
77+61 Lt./Rt.
77+34 Lt./Rt.
Filter rock check dams
78+55 to 80+75 Lt.
F.5
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
d
d
g
n
WA JEFF 91420(1)
1
2
4
2
P
M
1
3
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
71+00 to 79+00
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70PLANINHAND04182017
315
315
315
315
3151315315
315
3 1 5
315
315
315
315
315
315
315
31
5
315
315
315
315
315
315
315
315
315
315315
315315
31
5
315
315
1
315
315
315
315
315
320
320
320
325
325
325
330
3 3 0
330
33
5
335
335
340
340
340
340
340
340
345
345
345
345
3
5
0
350
350
355
355
355
355
3
360
360
360
360
3 65
365
3
6
5
365
365
365
3 7 0
370
3
7
0
370
37 5
3 7 5
3
8
0
380
385
3
8
5
385
390390400410420
330
335
3 5
340
345350
355
355
355360
360
3
1
0
310
310
310310
1
310
310
310
310
310
3 1 0 3 1 03103131
310
310
310
1 00310310310
310
310
310
3
10
31030103103010
310
31031031031
3
10
310
310
31
5
3
1
5
3
1
5
315
315
315
315 315
31
5
3
1
5
320
320
320
320
320
320
320
320
325
325
3 2 5
325
325
325
3 0
330
330
330
330
3 0 3 030
335
33
5
335
335
335
335
3 5
340
3 4 0
3
40
340
340
340
3
4
0
3 4 0 3 4
3
4
5
345
3
4
5
3
4
5
345345345
345
3 5
35
0
350 350
3 5 0
350
3
5
0
350
3
55
355 355
355
355
355
360
360
360
3 6 0
36
0
365
3
6
5
36
5
365
365
365
365
3 6 5
365
370
370
37
370
370
3
370
370
370
3
7
0
37 5
375
375
375
375
375
375380380
380
380
3 8 0
380
380
385 385
385
385
385
385
385
390
390
390
390
390
390
9 039 0395
395
395
395
39
5
3
9
5
40
0 400
400
400
405
405
405
410
410
410
415
420
425
4
30
N
N
8
0
500
8
5
9
6
9
8
F.6
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
e
d
g
n
WA JEFF 91420(1)
1
2
4
1
P
M
1
3
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
79+00 to 85+00
CONTROL PLAN
EROSION/SEDIMENT
96+00 to 98+60
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
LEGEND
Clearing limit
Clearing limit
Clearing limit
HOH RIVER HOH RIVER
Silt fence
77+80 to 85+00 Rt.
Filter rock checkdams
78+55 to 80+75 Lt.
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
380
380
3 8 0 380
38
0
380
385
38
5
3
85
3
8
5
385
385
385
390
390
390
390
3
9
0
390
390
39
0
395
395
39539
5
395
395
395
4
0
0
400
400
40040
0400
4 0
400
4 00
40
400
400
40
5
405
4
0
5
405
4
0
5
405
405405
405
405
4
0
5
4
05
405
4
0
405405405
05
410
4
1
0
410
410
410
410
410
4 1 0 4
4
1
0
4
1
0
410410
4
1
0
410
4
1
0
415
4
1
5
415
415
415
415
415
415
415
4
1
5
4
1
5
4
15
415415415415
415
420
42
0
0420
420
4 2 0
420
42042
420
420
420
4
20
4
2
04
0
420
420
0
420
420
420
420
4
4
2
0
420
420
4
2
425
425
425
425
4 2 5
425
425
425
425
4
2
5
4
2
5
425
425
425
425
430
430
430
430
4
3
0
430
30
43
0
4
3
0
4
3
0
4
3
0
430
430
430
4
30
430430
430
430430
43
435
435
435
435
435
435
435
43 5 43 5
43
5
435
4354
35
435
4
3
5
435
435
435
435
43
5
435
440
440
440
4
4
0
4
4
0
4
4
0
440
4
4
0
440
440
4
40
44
0
445
445
445
4
4
5
445
44
5
4
4
5
445
44
5
4 4 5
4
4
5
44
5
45
0
45
0
4
5
0
4
5
0
4
5
0
450
4
5
0
4
5
0
4
5
0
4
50
4
5
0
450
450 450
450
45
0
45
45
0
4 5 0
4
0
450
455
4
5
5
45
5455
4
55
455
455
455
460
460
460
460
465
4
6
5
465
46
470
470
470
4
7
5
4
7
5
475
48
0
480
4
8
0
480
480
480
485
4
8
5
485485
48
5
485
485
485
485
485
485
485
485
485
485
485
4
490
4
9
0
490
490
3
9
0
395
4
0
0
400
4
0
5
405
405
405
4
1
0
410
410
4
1
5
415
415
4
2
0
420
420
4
2
5
425
425425425
430
430
430430430435435435
43
35
440
440
440
445
445
445
445
450
450
455
455
455
460
460
460
465
465
465
465
465
470
470
470
470
475
475
475
480
480
480
485
485
485
N
k e e r C noynaC
rolled erosion control product
Filter rock checkdams with
103+00 to 107+52 Lt.
Filter rock check dams
110+42 to 112+40
Clearing limit
Silt fence
103+00 to 108+68 Rt.
Silt fence
109+30 Lt./Rt.
108+51 Lt/Rt.
Silt fence
107+47 to 108+49 Lt.
Silt fence
109+29 to 110+43 Lt.
Silt fence
109+11 to 110+22 Rt.
rolled erosion control product
Filter rock checkdams with
701+19 to 702+17 Lt.
rolled erosion control product
Filter rock checkdams with
700+46 to 701+20 Rt.
control product
checkdams with rolled erosion
700+22 to 700+45 Lt. Filter rock
105
700
110
F.7
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
f
d
g
n
WA JEFF 91420(1)
1
2
4
0
P
M
1
3
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
103+00 to 112+00
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
rolled erosion control product
Filter rock check dams with
701+60 to 702+17 Rt.
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70PLANINHAND04182017
380
8 0
3
8
0
380
380
3 8 5
385
385
390
390
390
395 395
395
395
4 0 0
400
40
0
40
0
400
4 0 0400400405
405
405
405
405405 4 1 0
410
410
410
415
4
15
415
420
4 2 0
420
420
4
2
5
425
425
425
425
4 2 5 42542 5
430
430
4
3
0
4
3
0
430
4 3 0
430
430
4 3 0430
4
3
0
4 3 0 4 3 0 4 3 0 430430430430
4
3
5
4
3
5
435
435
435435
435
435
4
3
54
435
435435435435435435435435
4
3
5
4 3 5435435 4 3 5
435
4 3 5
435
4 3 5 435435435435435435435435435435435
440
440
440
440
440
440
440440 440440440440440440440440440440440
44
5
44
5
445
445
445
445445445445445
4
4
5
445
445
4 4 544544 5
4
5
0
450
450
450
45
0
455
455
460
430430
435
435435
435
435
435
4
4
0
440445
445
115
Clearing limit
Clearing limit
rolled erosion control product
Filter rock checkdam with
111+40 to 112+63 Rt.
F.8
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
g
d
g
n
WA JEFF 91420(1)
1
2
3
9
P
M
1
3
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
112+00 to 117+03.39
CONTROL PLAN
EROSION/SEDIMENT
LEGEND
Filter rock check dams
112+71 to 117+02 Lt.
Filter rock check dams
112+63 to 117+02 Rt.
Roadway Obliteration
Inlet Protection
Filter Rock Check Dam
Silt Fence
Flow Arrow
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
NO SCALE
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
Fillslope
T
o
e
o
f
s
l
o
p
e
PLAN
ELEVATION
4.
3.
2.
1.
T
o
e
o
f
s
l
o
p
e
Fillslope
ELEVATION
PLAN
PLAN
PLAN
END DETAIL
END POSTS DETAIL
POSTS AT JOINTS
Varies
Varies
Geotextile
Steel or wood post
Backfilled and compacted soil
f
o
r
s
p
a
c
i
n
g
S
e
e
N
o
t
e
4
Limits of clearing
undisturbed)
Existing ground
Silt fence reinforcement
REVISED: 7/2016
DETAIL APPROVED FOR USE --/----
WESTERN FEDERAL LANDS HIGHWAY DIVISION
SILT FENCE
W157-1
U.S. CUSTOMARY DETAIL
DETAIL
STATE PROJECT
NUMBER
SHEET
F.9
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1)WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
0
3
2
2
7
w
a
a
2
0
1
3
0
2
0
d
h
d
g
n
7
2
2
A
M
2
7
J
a
n
u
a
r
y
2
0
1
7
NOTE:
Staple or tie
Section B
Geotextile fabric,
Tie top of posts together
driven tightly together.
Steel or wood posts
Steel or wood post
Staple or tie
Geotextile fabric
Fasten fabric to posts
around each post one full turn.
Fold geotextile fabric
See Note 3
End Posts Detail
End posts, see
End Posts Detail
End posts, see
See Note 3
fabric, Section A
Geotextile
Flow
Flow
Flow
running around the ends.
Curve ends of silt fence upgrade to prevent water from
as possible.
Install silt fence to follow the ground contours as closely
does not slide down, supporting posts.
All types must ensure silt fence remains attached to, and
manufacturer's recommendations for installation procedures.
as long as specified dimensions are satisfied. Follow
Alternate preassembled silt fence options will be allowed
3
0
m
i
n
4
0
m
i
n
2
0
m
i
n
6-foot (max.) spacing without silt fence reinforcement.
10-foot (max.) spacing with silt fence reinforcement.
4" min.
6" min. trench
70PLANINHAND04182017
SeeNote4
6%
5%
4%
3%
2%
NO SCALE
6%
5%
4%
3%
2%
5%
4%
3%
2%
7.
6.
5.
4.
3.
2.
1.
Adjust check dam spacing based on site-specific conditions.
around the ends of the fiber roll.
Provide sufficient length to prevent water from flowing
Drive stakes into undisturbed soil of trench bottom.
stakes. Drive stakes at each end of the fiber roll and at
Install check dams in ditches perpendicular to the flowline.
installation.
Repair all rills or gullies and properly compact prior to
functional requirements of the check dam device.
gravel bags as approved by the CO, to meet the
Construct check dams from fiber rolls, filter rock, or
REVISED: 7/2016
DETAIL APPROVED FOR USE --/----
WESTERN FEDERAL LANDS HIGHWAY DIVISION
W157-15
MODERATE GRADES
CHECK DAM
U.S. CUSTOMARY DETAIL
DETAIL
STATE PROJECT
NUMBER
SHEET
F.10
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1)WA
U
S
C
c
m
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f
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le
s
p
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n
d
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3
2
2
7
w
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1
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2
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A
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7
CROSS SECTION
V-DITCH
CROSS SECTION
FLAT-BOTTOM DTICH
CROSS SECTION
CROSS SECTION
STAKING DETAIL
FIBER ROLL
PLAN
are similar for flat-bottom ditches
Check dam installation details
V-ditch design shown.
Flow line
GRADE
DITCH
See Note 7)
CHECK DAM SPACING*
GRAVEL BAG
Gravel bag
the ends. See Note 6
to prevent flow around
Curve ends upstream
Filter rock
Filter rock
FIBER ROLL CHECK DAM
GRAVEL BAG CHECK DAM
SPACING (max.)
CHECK DAM
See Note 5
NOTE:
GRADE
DITCH
SPACING (max.)
CHECK DAM
See Note 7)
CHECK DAM SPACING
FILTER ROCK
GRADE
DITCH
See Note 7)
CHECK DAM SPACING*
FIBER ROLL
SPACING (max.)
CHECK DAM
FILTER ROCK CHECK DAM
uphill side of fiber roll
trench material on
Place excavated
Flow
F
l
o
w
on ditch grades steeper than 5%.
Do not use fiber roll check dams
Spacing calculated based on
on ditch grades steeper than 6%.
Do not use gravel bag check dams
60
80
100
150
50
60
80
100
150
50
60
80
100
150
FT)
FT)
FT)
Trench 2" (min.)
1
6
m
i
n
Fiber roll 9" Ø (min.)
Trench 2" (min.)
inch wood8
1-inch x181Stakefiberrollsinplacewith1
Expose stakes 2-inches (min.) above top of fiber roll.
2-foot (max.) spacing.
m
i
n
1
2
6
6
m
i
n
1
2
1
2
m
i
n
6
9" Ø minimum fiber roll.
6
70
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8
2
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1
7
NO SCALE REVISED: 7/2016
DETAIL APPROVED FOR USE --/----
WESTERN FEDERAL LANDS HIGHWAY DIVISION
EROSION CONTROL PRODUCT
CHECK DAM WITH ROLLED
W157-16
6 6
6
m
i
n
1
2
6
6
m
i
n
1
2
6
U.S. CUSTOMARY DETAIL
DETAIL
STATE PROJECT
NUMBER
SHEET
F.11
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1)WA
U
S
C
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3
2
2
7
w
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1
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2
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2
0
1
7
3.
2.
1.
PROFILE VIEW
V-DITCH
CROSS SECTION
FLAT-BOTTOM DITCH
CROSS SECTION
G)
GRADE
DITCH
10%
8% and 9%
7%
Rolled erosion control product
1:2 (typ.)
Rolled erosion control product
Rolled erosion control product
NOTE:
Adjust check dam spacing based on site-specific conditions.
Install check dams in ditches perpendicular to the flowline.
to installation.
Repair all rills or gullies and properly compact prior
Filter rock
Filter rock
Ponded water
See Note 3)
CHECK DAM SPACING
FILTER ROCK
Filter rock
SPACING (S)
MAX. CHECK DAM
ROLLED EROSION CONTROL PRODUCT
FILTER ROCK CHECK DAM WITH
FT)
20
30
40
Check Dam spacing (S)
DitchGrade (G)
70PLANINHAND04182017
NO SCALE
Existing ground
Water surface elevation
OPTION B
OPTION A
OPTION C
OPTION D
Existing ground
Sandbag (typ.)
Sandbag (typ.)
Sandbag (typ.)
Sandbag (typ.)
Concrete barrier
Concrete barrier
Concrete barrier
Water surface elevation
membrane
Waterproof
Water surface elevation
membrane
Waterproof
Water surface elevation
Existing abutment or pier
elevation (min.)
Top of berm
Existing ground
at time of construction
Diverted water level
at time of construction
Diverted water level
Existing ground
at time of construction
Diverted water level
Limit of work zone
Limit of work zone
Limit of work zone
elevation (min.)
Top of berm
elevation (min.)
Top of berm
at time of construction
Diverted water level
anchoring method to be approved)
Waterproof membrane
REVISED: 7/2016
DETAIL APPROVED FOR USE --/----
WESTERN FEDERAL LANDS HIGHWAY DIVISION
4
6
m
i
n
4'-6"
6
4
4
W157-17
METHODS
TEMPORARY DIVERSION BERM
6
m
i
n
6
m
i
n
6" (min.) freeboard. Submit temporary stream diversion
6
m
i
n
U.S. CUSTOMARY DETAIL
DETAIL
STATE PROJECT
NUMBER
SHEET
F.12
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
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2
0
3
2
2
7
w
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1
3
0
2
0
d
k
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1
1
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2
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1
7
NOTE:
1
1
1
1
1
1
1
1
1
1
1
1 4.
3.
2.
1.
membrane
Waterproof
height of the sandbag barrier.
directed. Remove sediment when deposits reach half the
berm daily. Repair as needed after rainfall events or as
While in use, inspect and maintain the temporary diversion
given time.
Place a maximum of one diversion in the stream at any
upper rows of sandbags above the joints in lower rows.
of bottom rows as there are vertical course. Overlap the
Place sandbags to form a pyramid by laying equal numbers
plans for approval prior to installation.
minimum height equal to the water surface elevation with
As a minimum, provide a temporary diversion berm with a
prefabricated or portable diversion berms, dams, etc.).
methods may be chosen (including any approved
during construction operations. Alternate stream diversion
These options suggest configurations for diverting a stream
70
PL
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8
2
0
1
7
NO SCALE
Spacing
Slope
STAKES REQUIRED
1:1
1:2
1:3
1:4 or flatter
for each roll
Stakes required
FIBER ROLL SPACING
4
6
8
Fiber roll length
Flow
T
o
e
o
f
f
i
l
l
s
l
o
p
e
ELEVATION
PLAN
disturbed areas
Runoff from
INSTALLATION BEYOND TOE OF SLOPE
INSTALLATION ALONG SLOPES
FIBER ROLL STAKING DETAIL
PROPERLY STAKED AND ENTRENCHED FIBER ROLL
Existing ground (typ.)
Fiber roll
Flow direction
Slope
Directionofrunoff
from disturbedareas
spacingchartSeeFiberRollFiberroll
ffonurfonoitceriD
along contours
Install fiber rolls
Fiber roll
Slope
Fillslope
Direction of runoff
ground
Existing
soil to match ground level
Backfilled and compacted
F
l
o w
larger than fiber roll
wood stakes. See Note 2.
Paylimits
Paylimits
SLOPE PROTECTION INSTALLATION
ALTERNATE FIBER ROLL JOINT DETAIL
FIBER ROLL LAPPING DETAIL
on uphill side of fiber roll
Place excavated materialStaggerjoints (typ.)
2.
1.
permanent installations. Do not crush fiber roll while staking.
roll is secure to slope. Live stakes may be used for
and install fiber rolls
Step 1: Excavate trench Step 2: Backfill soil against fiber rolls
DRAFT: 7/2016
REVISED:
DETAIL APPROVED FOR USE 10/2014
WESTERN FEDERAL LANDS HIGHWAY DIVISION
FIBER ROLL
FT)
12
20
25
FT)
10
20
30
40
W157-21
2" (min.)Excavate trench 2"
1" x 1" or 1" Ø
overlap12" (
min.)
2
t
o
3
2
4
m
i
n
1
2
m
i
n
1" x 1" Wood stake
as specified in plans
3' min. or
3' (min.)
Drive stakes at each end and at 4-foot spacing until fiber
fiber roll and space stakes at 4-foot max.
6-inches from fiber roll end angles towards the adjacent
Overlap fiber rolls 12-inch minimum. Drive stakes at
U.S. CUSTOMARY DETAIL
DETAIL
STATE PROJECT
NUMBER
SHEET
F.13
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
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f
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s
p
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p
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2
0
3
2
2
7
w
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1
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0
2
0
d
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1
1
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2
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1
7
NOTE:
70PLANINHAND04182017
NO SCALE
PLASTIC LINED DIVERSION CHANNEL
RIPRAP LINED DIVERSION CHANNEL
TEMPORARY CULVERT
DIVERSION CHANNEL
SECTION B-B
SECTION A-A
SECTION A-A SECTION B-B
SECTION B-B
PLAN
W
B
W
B
W
B B
W
TTØwhenscheduled)
Silt fence (typ.
Roadway
embankment
Roadway
embankment
Temporary culvert backfill
Subgrade
Bedding
Sandbags
Riprap lining
Riprap lining
backflow into natural channel
Use sandbags to prevent
Permanent natural channel
Earthwork limits
when scheduled)
Silt fence (typ.
See Note 5
Permanent culvert
Roadway centerline
temporary barrier
Use sandbags to construct
SandbagsPlasticliner
SS
S S S S
SSD
D D
D
SSS
S S S
SS
1.
2.
3.
4.
5.
FlowFlow
FlowFlow
Plastic liner
when scheduled)
Silt fence (typ.
When specified replace the portion of the diversion
channel through the roadway embankment with
temporary culvert. Compact temporary culvert backfill
using one of the methods listed in Subsection 204.11(a).
See Erosion Control Section for temporary culvert
diameter, riprap class, channel dimensions and quantities.
Use plastic liner or riprap along the entire length and
width of the temporary diversion channel.
Construct channel at a minimum grade of 0.5 percent.
Do not construct with longitudinal joints if using a plastic
liner. Bury the upstream edge of the liner a minimum of
A
A
BB
GeotextileGeotextile
Flow
Natural ground
and secure with sandbags (typ.)
157-5
STANDARD APPROVED FOR USE 6/2005
DRAFT: 3/2014
REVISED: 6/2007
DIVERSION CHANNELS
TEMPORARY
6" deep and secure with riprap or sandbags.
2'2'
Bury plastic liner 6" deep
2'2'
STATE PROJECT
NUMBER
SHEET
F.14
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
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s
p
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p
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d
0
2
0
3
2
2
7
w
a
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2
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1
3
0
2
0
d
m
d
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7
1
2
A
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2
7
J
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2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
NOTE:
with plastic liner or riprap
Temporary diversion channel
70
PL
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2
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1
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E629-01
U.S. CUSTOMARY DETAIL
DETAILDETAILAPPROVEDFORUSE
with Ground Fasteners (See Detail A)
Stake at 36" to 60" intervals
into triangular shape
1" X 3" stock cut
Wood Stakes
12" to 18"
6
1
0
Each fastener on 12" center
Double row of fasteners at erosion stop
Overlap edges by 3"
at 50 ft intervals (up slope face)
6'' deep x 6'' wide transverse trench
over lower blanket and anchor
Overlap matting ends 6", upper blanket
APPROVED : MAY 2011
WITH MATTING
SLOPE STABILIZATION
REVISED: SEPTEMBER 2014
F.15
STATE PROJECT
NUMBER
SHEET
U
S
C
u
s
t
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y
c
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t
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n
d
0
2
0
3
2
2
7
w
a
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2
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1
3
0
2
0
d
n
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n
WA JEFF 91420(1)
7
3
3
A
M
2
7
J
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1
7
C
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D
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s
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d
b
y
NO SCALE
A
A
Matting
Erosion Stop (Check Slot) Detail
SECTION A-A
Typical Ground Fasteners
DETAIL A
DETAIL FOR STABILIZING SLOPES WITH MATTING
Erosion stop (check slot)
No. 11 gauge wire
Typical staples
Backfill with soil and tamp
Matting
Fastener
top of slope. Do not stretch matting
face (in direction of flow). Anchor at
2. Unroll and lay matting out down slope
flush with the ground. Do not track slope face
which will prevent the matting from laying
Remove rocks, trash, and other material
1. Grade, smooth, and compact slope.
See Detail A)
3. Secure matting with wood or metal fasteners
manufacturers recommendations
4. Apply seed and fertilizer per
70PLANINHAND04182017
17
M
a
r
2
0
17
10
4
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
4
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
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o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 1
A
C
T
U
A
L
F
I
L
E
P
E
T
O
W
E
R
D
G
N
PLAN AND ELEVATION
N
Typ.)
120'-0"8'-0"8'-0"
slab
Approach
slab
Approach
Class 4 riprap
Limit of
StructureCL
CLRoadway
Begin Bridge
Elev. 356.75
Sta. 76+87
12'-8"
77+00
1
1
0
1
1
0
2
0
1
6
C
u
r
b
S
h
o
u
l
d
e
r
1
6
C
u
r
b
2
0
S
h
o
u
l
d
e
r
End Bridge
Elev. 358.11
Sta. 78+07
78+0077+50
of roadway
Existing edge
of roadway
Existing edge
Edge of existing bridge
T
o
w
e
r
C
r
e
e
k
360
3
5
5
3
5
0
335
34
5
350
355
3
4
5
0
3
3
0
3
4
0
L
a
n
e
L
a
n
e
PLAN
360
355
350
345
340
335
330
325
line
ground
Proposed 2.25
1
2.25
1
1.75
1
1.75
1
line at
existing ground
Approximate
CL
channel
Bottom of
CLrightof
ground line at 13'-0"
Approximate existing
left of
ground line at 13'-0"
Approximate existing
CL
ground line
Proposed
ELEVATION
Profile grade
Bridge length = 120'-0"
1.1367%
TRANSITION" sheet
See "THRIE BEAM
TRANSITION" sheet
See "THRIE BEAM
Wingwall 1
Wingwall 2
Wingwall 3
Wingwall 4
CL Post (Typ.)
G.1
RG3105-A
2
1" = 131'-16514Spa. 9'-4
212'-5 "212'-5
1'8
1
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
1.1367%
70
PL
A
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2
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1
7
12
A
p
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2
0
17
10
0
4
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
AR
A
C
T
U
A
L
F
I
L
E
M
0
2
M
T
2
1
0
1
G
N
D
G
N
2
GENERAL NOTES
Construction:
Design:
DESIGN LOADING:
Dead Loads:
Live Loads:
AASHTO HL-93; maximum dynamic load allowance, IM=33%
MATERIALS:
Design stresses:
Concrete:
Reinforcing steel:
with 2015 Interim Revisions.
AASHTO LRFD Bridge Design Specifications, 2014, 7th Edition
on Federal Highway Projects, FP-14.
Standard Specifications for Construction of Roads and Bridges
DRAWING TITLE
DRAWING INDEX
DRAWING NO.
GENERAL NOTES:
SPECIFICATIONS:
Prestressing steel:
Bearings:
GEOTECHNICAL REPORT:
method A.
durometer hardness. Bearings are designed according to AASHTO LRFD design
Section 18.2 of the AASHTO LFRD Bridge Construction Specifications, with 60
Provide laminated elastomeric bearing pads conforming to the requirements of
estimated losses of 23.48 ksi.
The final estimated effective prestress force per strand is 38,840 lb based on
Pre-tension each strand to a total load of 43,940 lb (f'si = 0.75*f's = 202,500 psi).
steel conforming to AASHTO M 203.
Furnish grade 270, 0.60" diameter, seven-wire, low-relaxation, prestressing
No Scale
Provide 2" cover for reinforcing steel unless otherwise noted.
Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted.
steel located or anchored in Class D(AE) concrete unless otherwise noted.
Provide epoxy coated reinforcing steel for girders and all reinforcing
Furnish reinforcing steel conforming to AASHTO M 31 or M 322, grade 60 deformed.
Memorandum No. 20-16, dated 07-2016.
For boring logs and other geotechnical information, see Geotechnical
Future asphalt wearing surface: 25 psf
Asphalt wearing surface: 25 psf
Concrete: 150 pcf
Prestressing Steel:
Reinforcing Steel:
Structural Steel:
Class P (Prestressed) Concrete:
Class D(AE) Concrete:
Class A(AE) Concrete:
RG3105-R
RG3105-Q
RG3105-P
RG3105-O
RG3105-N
RG3105-M
RG3105-L
RG3105-K
RG3105-J
RG3105-I
RG3105-H
RG3105-G
RG3105-F
RG3105-E
RG3105-D
RG3105-C
RG3105-B
RG3105-A
G.2
RG3105-B
Approach Slab Details
Epoxy Coated Reinforcing Steel Bar List
Reinforcing Steel Bar List
Thrie Beam Transition
Bridge Railing
Girder Details
Interior Girder Top Flange
Exterior Girder Top Flange
Girder Sections
Interior Girder
Exterior Girder
Typical Section and Framing Plan
Abutment Wingwall
Abutment Endwall
Abutment Layout
Foundation Layout
General Notes
Plan and Elevation
Furnish preformed expansion material meeting the requirments of AASHTO M 213.
grade 4 or 5.
Furnish flexible cellular joint filler meeting the requirments of ASTM D1056, Type 2,
unless otherwise noted.43Chamferexposededgesofallconcrete
Furnish Class A(AE) concrete for all other concrete.
Furnish Class D(AE) concrete for approach slabs, curbs, diaphragms, and endwalls.
Furnish Class P (Prestressed) concrete for precast decked bulb tees.
fs = 270,000 psi
fy = 60,000 psi
fy = 50,000 psi
f'ci = 7,500 psi at time of release
f'c = 10,000 psi at 28 days
f'c = 5,000 psi at 28 days
f'c = 4,500 psi at 28 days
12
A
p
r
2
0
17
10
0
4
A
M
M
P
R
O
J
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C
T
S
A
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k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
2
A
M
M
P
R
O
J
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A
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W
A
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0
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P
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J
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T
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d
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n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
A
C
T
U
A
L
F
I
L
E
F
L
D
G
N
17
M
a
r
2
0
17
10
2
2
A
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M
P
R
O
J
E
C
T
S
A
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S
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A
W
A
J
E
F
F
9
14
2
0
1 )
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d
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i
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F
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T
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k
0
0
P
R
O
J
E
C
T
S
d
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n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 3
FOUNDATION LAYOUT
Begin Bridge End Bridge
114'-0"
CL
CL Piles
Abutment 2 &CL
CL Piles
Abutment 1 &
N
2
1
0
2
1
0
4
S
p
a
@
5
1
0
2
3
4
2
9
0
3'-0"
A A
2
1
0
2
1
0
4
S
p
a
@
5
1
0
2
3
4
2
9
0
FACTOR
RESISTANCE
Abut. 1
Abut. 2
PILES
LENGTH OF
TOTAL
ESTIMATED
0.65
LOCATION
PILE DRIVING INFORMATION
kips/pile)*
RESISTANCE
BEARING
NOMINAL
COMPRESSIVE
REQUIRED
bearing resistance
Drive piles to the required compressive nominal
ABUTMENT 2
FOUNDATION PLAN
ABUTMENT 1
SECTION A-A SECTION B-B
Min. Tip Elev. 272.80Min. Tip Elev. 272.70
T
y
p
2
0
m
i
n
0.65 260
260
Notes:
1'4
1
B B
Elev. 348.25 Elev. 349.55
StructureCL
77.55 ft
78.75 ft
G.3
RG3105-C
Indicates Dynamic Load Test location.2.
Indicates pile location.1.
Typ.)
Fill top 10'-0" with concrete.
24" Ø x 0.75" steel pipe pile.
Open-ended
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
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2
0
17
10
2
2
A
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k
0
0
P
R
O
J
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C
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d
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NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
A
C
T
U
A
L
F
I
L
E
A
B
U
T
L
A
Y
O
U
T
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G
N
17
M
a
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2
0
17
10
2
2
A
M
M
P
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A
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S
W
A
W
A
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F
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P
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NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
ABUTMENT LAYOUT
1'-0"
Typ.)
1
2
8
14'-6"14'-6"
5'-8"5'-8"3 Spa. @ 5'-10" = 17'-6"
2'-9"2'-9"Girder spacing
GirderDCLGirderECL GirderCCL GirderBCL GirderACL
5'-8"5'-8"" = 17'-6"873Spa. @ 5'-9 Step spacing
Weephole spacing
CL
Bearings
Abutment &
CL
1
8
3
4
1
4
Begin/End Bridge
StructureCLdrainpipe
3" Ø Perforated
GirderECL
3'-4"
PLAN
ELEVATION
Abutment 1 shown, Abutment 2 similar)
SECTION A-A
Scale: 1" = 1'
1'21Scale:
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
Notes:
ABUT. 1 ABUT. 2
BEARING SEAT ELEVATIONS
A
B
C
D
E
GIRDER
1
6
3
6
M
i
n
4 Spa. @ 5'-10" = 23'-4"
2
9
4
See Note 2)
Geocomposite sheet drain
Typ. between abutment and wingwall)
1" Expansion jt. fill
A
A
853'-8 "853'-8
See Note 3 See Note 3
GirderDCL GirderCCL GirderBCL GirderACL
351.75
351.87
351.92
351.87
351.75
353.05
353.05
353.16
353.16
353.28
Abut. 1 Elev. 348.25
Abut. 2 Elev. 349.55
2
0
M
i
n
l
a
p
6" = 3'-6"
7 Spa. @
5A1 (2 each)
piles)
Typ. between
7A2
Typ.)
5A3
Typ.)
7A2
7A4
5A1
5A5
piles)
Between
At piles)
5A7
5
S
p
a
@
5
2
1
5
A
8
7A2 #
5A3
piles)
between
Typ.
7A4
7A2
5A5
piles)
Typ. at
5A6
Typ.)
into pile)
embed 3'-0"
4'-0" x 10",
1 '-8 "@10 "2Spa .(Typ .)#A7
Typ.)
5A8
Typ.)
5A6 #5A6
211'-4" = 215
3 Spa. @
Typ. at ends)
5A1 (2 each)
Typ.)
weephole
3" Dia.
WINGWALL" sheet for details.
surface of cap at shear block locations. See "ABUTMENT
Cast shear block after girders have been set. Roughen3.
weep holes at face of abutment.
perforated abutment pipe and daylight through
Cap ends of pipe. Tie perforated wingwall pipes to
perforated drain pipe behind wingwalls and abutment.
Install continuous geocomposite sheet drain and 3" dia.2.
and elevations.
See "ABUTMENT WINGWALL" sheet for wingwall details1.
2'-0"
Typ.)
T
y
p
2
0
3
C
l
r
G.4
RG3105-D
Typ.)
Fill top 10'-0" with concrete.
24" Ø x 0.75" steel pipe pile.
Open-end
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
2
A
M
M
P
R
O
J
E
C
T
S
A
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S
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W
A
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A
J
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F
9
14
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0
1 )
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P
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J
E
C
T
S
d
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n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
2
A
M
M
P
R
O
J
E
C
T
S
A
C
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S
S
W
A
W
A
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F
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14
2
0
1 )
B
r
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M
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0
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P
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d
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n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown 5
ABUTMENT ENDWALL
A
C
T
U
A
L
F
I
L
E
A
B
U
T
E
N
D
W
A
L
L
D
G
N
StructureCL
PLAN
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
VIEW A-A
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
1'-2"
1"embedment into endwall
Gdr. top flange
bridge
Begin/End
1'-0"
1
0
1
3
1
0
sheet drain
Geocomposite
filler
cellular joint
2" Flexible
2% 3" ØWeepholeCL
1
6
SECTION B-B
1'-0" 43Scale:
A A
CL
Bearings
Abutment &
CL
GirderACLGirderBGirderCCLGirderDCLGirderECLCL
Shear block Shear block
and wingwall)
Typ. between abutment
1" Expansion jt. fill
5EE6
Typ.)
StructureCL
9" = 3'-0"
4 Spa. @
Typ.)
6EE9
5EE1, #6EE7,
6"6"8" = 1'-4"
2 Spa. @
Typ.)
6EE9
5EE1, #6EE7,
5EE2
5EE2
11 Total)
5EE2
2
3
M
i
n
l
a
p
5EE2
5EE1
5EE6 n.f.
5EE5, or
5EE4,
5EE3,
Key:
n.f. = near face
f.f. = far face
e.f. = each face
Typ. at girders)
6EE8 & #6EE9
6EE9
6EE8
6EE7 or
6EE8
1
0
1
02 '-2 "1'-4"
8
3
1
6
831'-6
1
0
1
0
6EE7
2 '-2 ""8
3
1
6
831'-6
2'-0"
n.f.
f.f.
1
6
1
5
@
1
0
3
S
p
a
71
d
i
a
h
o
l
e
s
5
E
E
5
5
E
E
3
5
E
E
4
5
E
E
3
5EE3
webs)
exterior girder
Typ. through
5
E
E
4
g
i
r
d
e
r
s
b
e
t
w
e
e
n
T
y
p5
E
E
5
5EE5
webs)
interior girder
Typ. through
Abut. 1 Elev. 350.73
Abut. 2 Elev. 352.07
G.5
RG3105-E
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
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g
e
M
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s
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a
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n
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D
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s
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n
F
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C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
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n
F
i
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s
T
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C
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k
0
0
P
R
O
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E
C
T
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d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
ABUTMENT WINGWALL
A
C
T
U
A
L
F
I
L
E
A
B
U
T
W
I
N
G
W
A
L
L
D
G
N
6
ELASTOMERIC STOP PAD DETAIL
No Scale
8 req'd)
60 Durometer hardness
Elastomeric stoppad21
Notes:
pads with approved cementitions adhesive prior to installation.
Place elastomeric pads after constructing shear blocks. Coat2.
Cast concrete for shear blocks after placement of girders.1.
3'-0"
ELEVATIONS
ELEV.
356.51
356.37
348.25
357.77
357.91
349.55
3
V
a
r
i
e
s
6
S
p
a
@
9
4
6
5
W
1
e
f
4
S
p
a
@
9
3
0
5
W
2
e
f
4 Spa. @ 1'-0" = 4'-0"
5W3 e.f.
1'-0"7 Spa. @ 1'-0" = 7'-0"
5W4 e.f.
4"4"
5W1
5W2
3
0
4'-8"
AA
B
C
C
D
D
B
5W3 #5W4
Elev. A
Elev. C
Elev. B
WING. 1 & 2 WING. 3 & 4
A
B
C
ELEVATION
SECTION B-B
SECTION A-A
SECTION C-C SECTION D-D
Key:
n.f. = near face
f.f. = far face
e.f. = each face
1'-0"1'-0"10" = 3'-4"
4 Spa. @
3
0
@
1
0
3
S
p
a
853'-8
Typ.)
5A9
T
y
p
5
A
1
0
Typ.)
5A10
Level
5A10
5A9
Typ.)
1
6
m
i
n
GirderCCL
1'-0"83Scale:
SHEAR BLOCK ELEVATION
SHEAR BLOCK PLAN
1'-0"83Scale:
GirderCCL
1'-0"43Scale:
1'-0"43Scale:
1'-0"43Scale:
1'-0"43Scale: " = 1'-0"43Scale:
Typ.)
stop pad, see detail
elastomeric21" Gap & 8
1
Endwall
8
7
7
7
G.6
RG3105-F
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
TYPICAL SECTION AND FRAMING PLAN
120'-0"
30'-0"30'-0"30'-0"30'-0"Diaphragm spacing
GirderACL
CL
CL
CL
CL
Girder B
Girder C
Girder D
Girder E
CL
Typ.)
Diaphragm
Begin Bridge
End Bridge
CL Structure
1'-9" (Typ.)
1'-9" (Typ.)
Typ.)
6" Dia. blockout
See Note)
Welded connection (Typ.)
29'-0"
1'-6"11'-0"11'-0"1'-6"2'-0"
Shoulder Lane
2'-0"
Lane Shoulder
412'-10 "412'-10"2123'-3" = 874Spa. @ 5'-9
875Eq. spa. = 4'-96"6"
Typ.)
6D1
Typ.)
6D3 Dowels
2%2%
membrane
pavement over waterproof
2" Hot asphalt concrete
Precast concrete deck girders
CL Structure
TYPICAL SECTION
FRAMING PLAN
A
C
T
U
A
L
F
I
L
E
T
Y
P
X
S
D
G
N
DIAPHRAGM
ANCHOR BOLT
Thread211
1'-6"
No Scale
A-307 bolt
1" Dia. ASTM
8"
4"4"
of non-shrink grout
and topped with 1" layer
with concrete diaphragms
6" Dia. Blockout poured
211
Clr.
5D2
1
0
1
6
5
3
S
p
a
@
1
0
CL Diaphragm
Scale: 1" = 1'
GIRDER PARTIALELEVATIONSECTIONA-A
Scale: 1" = 1'
1'163Scale:
1'21Scale:
Note:
spacing.
FLANGE" sheets for welded connection
TOP FLANGE" and "INTERIOR GIRDER TOP
connection details. See "EXTERIOR GIRDER
See "GIRDER DETAILS" sheet for welded
A
A
See detail)
1" Dia. anchor bolt (Typ.)
5D2 (Typ.)
2'-9"
Min. lap (Typ.)
G.7
7 RG3105-G
Typ.)
6D1
CL CL
CL
6D3 dowels
anchor bolts and
@ diaphragms for
1" Hole & inserts
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
4
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
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s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
A
C
T
U
A
L
F
I
L
E
E
X
T
G
I
R
D
E
R
D
G
N
17
M
a
r
2
0
17
10
4
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
EXTERIOR GIRDER
1 "(Typ.)
90°
full width
Sawtooth keys are
SAWTOOTH KEY DETAIL
No Scale
1 "
3
6
3
6
1
6
5
3
S
p
a
@
1
0
1
6
1
5
2
6
1
D
i
a
H
o
l
e
s
415'-8
412 3"
5 Spa. @
3" = 1'-3"8 Spa. @ 6" = 4'-0"
4GE10, #4GE13, #4GE14
4GE14
4GE13
4GE10
4
2
1
9
4
S
p
a
@
6
2
0
4
G
E
1
1
4GE11
7'-0"
5GE1 or #5GE3
5GE4 or #5GE5
Typ.)
3GE12
hook (Typ.)
provide 90° 10"
5GE3 bars &
Extend #5GE1 &
3"
2
0
Extend strands
GirderCL
Typ.)
4GE10 #4GE11
Typ.)
3GE12
CC
GIRDER END ELEVATION
SECTION C-C
Scale: 1' = 1'
Scale: 1' = 1'
59'-5"
415'-8 1'-0""43852Spa. @ 1'-0" = 52'-0"
4GE10, #4GE13, #4GE14
span
Symm. about
433
2'-5"
29'-5"30'-0"Diaphragm spacing
4
2
3
6
2
8
CL Diaphragm
CL
CL Bearing
2'-8"
6"
Elevation
See Girder End
See Note 1)
CL Lifting
eye
strands
Extend
10) 0.60" Dia. Strands
8) 0.60" Dia. Strands
2) 0.60" Ø Strands
2) 0.60" Dia. Strands
Typ.)
See Note 2)
4GE14
4GE10, #4GE13
8512'-4
Deflect (4) 0.60" dia. strands
HALF GIRDER ELEVATION
1'83Scale:
20 straight, 4 draped)
0.60" Dia. Strands
both ends of girder
and bend as shown at
Extend circled strands
2" = 1'-6"
9 Spa. @
213 "213
2
2
2" = 1'-6"
9 Spa. @
213 "213 2
2
2
1"1"
CL Girder CL Girder
Notes:
sheet for diaphragm layout and details.
See "TYPICAL SECTION AND FRAMING PLAN"2.
Blockout full girder flange width at both ends.1.
Draped strands
4) 0.60" Dia.
SECTION B-B
Scale: 1' = 1'
VIEW A-A
Scale: 1' = 1'
A
A
B
B
keys
Sawtooth
See detail)
Length of girder = 118'-10"
RG3105-H
G.8
7
3
8
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
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d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
A
C
T
U
A
L
F
I
L
E
I
N
T
G
I
R
D
E
R
D
G
N
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
INTERIOR GIRDER
1 "(Typ.)
90°
full width
Sawtooth keys are
SAWTOOTH KEY DETAIL
No Scale
1 "
3
6
3
6
1
6
5
3
S
p
a
@
1
0
1
6
1
5
2
6
1
D
i
a
H
o
l
e
s
415'-8
412 3"
5 Spa. @
3" = 1'-3"8 Spa. @ 6" = 4'-0"
4GE10, #4GE13, #4GE14
4GE14
4GE13
4GE10
4
2
1
9
4
S
p
a
@
6
2
0
4
G
E
1
1
4GE11
7'-0"
5GE1 or #5GE3
5GE4 or #5GE5
Typ.)
3GE12
hook (Typ.)
provide 90° 10"
5GE3 bars &
Extend #5GE1 &
3"
2
0
Extend strands
GirderCL
Typ.)
4GE10 #4GE11
Typ.)
3GE12
CC
GIRDER END ELEVATION
SECTION C-C
Scale: 1' = 1'
Scale: 1' = 1'
59'-5"
415'-8 1'-0""43852Spa. @ 1'-0" = 52'-0"
4GE10, #4GE13, #4GE14
span
Symm. about
433
2'-5"
29'-5"30'-0"Diaphragm spacing
4
2
3
6
2
8
CL Diaphragm
CL
CL Bearing
2'-8"
6"
Elevation
See Girder End
See Note 1)
CL Lifting
eye
strands
Extend
10) 0.60" Dia. Strands
8) 0.60" Dia. Strands
2) 0.60" Ø Strands
2) 0.60" Dia. Strands
Typ.)
See Note 2)
4GE14
4GE10, #4GE13
8512'-4
Deflect (4) 0.60" dia. strands
HALF GIRDER ELEVATION
1'83Scale:
20 straight, 4 draped)
0.60" Dia. Strands
both ends of girder
and bend as shown at
Extend circled strands
2" = 1'-6"
9 Spa. @
213 "213
2
2
2" = 1'-6"
9 Spa. @
213 "213 2
2
2
1"1"
CL Girder CL Girder
Notes:
sheet for diaphragm layout and details.
See "TYPICAL SECTION AND FRAMING PLAN"2.
Blockout full girder flange width at both ends.1.
Draped strands
4) 0.60" Dia.
SECTION B-B
Scale: 1' = 1'
VIEW A-A
Scale: 1' = 1'
A
A
B
B
keys
Sawtooth
See detail)
Length of girder = 118'-10"
RG3105-I9
G.9
7
3
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 1" = 1'
GIRDER SECTIONS
A
C
T
U
A
L
F
I
L
E
G
I
R
D
E
R
S
E
C
T
D
G
N
Notes:
ESTIMATED QUANTITIES
Concrete
reinforcing steel
Expoxy coated
0.6" Ø Strands
One beam only
Cu. Yd.
Lbs.
Ln. Ft.
Int. Girder Ext. Girder
5315 5770
2870 2870
29.1 29.1
GIRDER TOP FLANGE" sheets for top flange and curb bars.
See "EXTERIOR GIRDER TOP FLANGE" and "INTERIOR5.
Thicken flange at both ends to compensate for final camber.4.
to placing overlay.
flange and fill with an approved non-shrink grout prior
After erection, cutoff lifting loops 1 inch below topof3.
41Estimatedcamberafterplacingoverlayandrailing = 23.
43Estimatedcamberatreleaseofstrands = 12.
shortening due to prestressing.
longer than shown to allowfor41Castgirders1.
A
B
B C
MARK
DIMENSION
5GE1
REINFORCING STEEL SCHEDULE
A E G
G
D HF
22'-4"
2
TYPE
K
5GE2
5GE3
5GE4
5GE5
5GE6
5GE7
5GE8
4GE9
4GE10
3GE12
4GE14
STR
B
C C
D
O
K
H
O
F H
D C
EB
C
B
D
E
B
G
A
B
A G
Type 51 Type T9
Type 81 Type 54
60'-0"
Type 2
10"43'-0"
Type 1
215'-9
6
2
2
9
6
3
211'-7
2"
3
1
1
Typ.)
5GE2
5GE8
4GE10
2'-1"
6""219
4GE13
5GE2
815'-9
CLGirder
3
2
8
3
7
2
9
6
3
211'-7
2"
5GE8
6
3
1
1
6""219
4GE13
5GE2
2'-1"
4GE10
Typ.)
5GE2
5GE7
2
C
l
r
Typ.)
5GE3
5GE1 or
5GE6
1 C
l
Typ.)
5GE5
5GE4 or
5GE8
Typ.)
4GE11
Typ.)
3GE12
1" Clr.
Typ.)
4GE11 #4GE11
5GE5
5GE4 or
5GE5
5GE4 or
1
C
l
r
T
y
p
Typ.)
3GE12
4GE11
Typ.)
4GE11
1" Clr.
Typ.)
4GE11
5GE5
5GE4 or
1
C
l
r
T
y
p
2
C
l
r
5GE7
5GE8
1 C
l
Typ.)
5GE3
5GE1 or
Typ.)
5GE5
5GE4 or
CL Girder
2
C
l
r
T
y
p
4GE9
2.0%
2.0%2.0%
2.0%
INTERIOR GIRDER MIDSPAN EXTERIOR GIRDER MIDSPAN
INTERIOR GIRDER END EXTERIOR GIRDER END
4GE14 #4GE14
4GE10
4GE14
4GE13
4GE9
5GE5
5GE4 or
4GE14
4GE13
4GE10
2 10"
STR 5'-8"
STR
51 "814'-2"211'-1 4""214
STR
43'-0"
22'-4"
6'-10"STR#4GE11
T9 4"4"4"
54 "2111"2111 4"4""433 "433#4GE13
81 5'-8""212'-0"433"219 "219"432'-0
1 5'-8"7"
2 4"4"4"
G.10
RG3105-J10
curb location (Typ.)
Roughen surface under
CLGirder
Type S5
A G
B D
C
S5 8"1'-0"1'-0"1'-0""411'-2 8"
8
3
7
G
i
r
d
e
r
s
B
a
n
d
D
6
G
i
r
d
e
r
C
2.0%Girder "C"2.0%
Girder "D" and "B"
GirderCL
5GE6
3
Girder "D" shown, Girders "B" and "C" similar)(Girder "E" shown, Girder "A" similar)
Girder "E" shown, Girder "A" similar)(Girder "D" shown, Girders "B" and "C" similar)
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
EXTERIOR GIRDER TOP FLANGE
A
C
T
U
A
L
F
I
L
E
E
X
T
T
O
P
F
L
A
N
G
E
D
G
N
12 Spa. @ 3" = 3'-0"
6 Spa. @ 6" = 3'-0"
5GE7, top)
5GE8, bot.)
8"3"
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars)
118'-10"
116 Spa. @ 1'-0" = 116'-0"
3"8"
12 Spa. @ 3" = 3'-0"
5GE7, top)
6 Spa. @ 6" = 3'-0"
5GE8, bot.)
220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars)
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
118'-10"
23 Spa. @ 5'-0" = 115'-0"
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
5
G
E
2
5
G
E
2
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
3'-0"
Min. lap
Typ.)
M
a
t
c
h
l
i
n
e
M
a
t
c
h
l
i
n
e
GirderCL
spacing
connection
Welded
EXTERIOR GIRDER PLAN
flange-top bars similar.
bars shown. Top flange-bottom bars and top
splices in top and bottom flanges. Top flange-top
Alternate all longitudinal bars to avoid adjacent
Note:
BOTTOM FLANGE PLAN
412 3" = 1'-3"
5 Spa. @
Typ.)
Chamfer43
4GE14
4GE13 &
Scale: 1" = 1'
1'83Scale:
1'-5"
23 Spa. @ 5'-0" = 115'-0"
spacing
connection
Welded
1'-5"
3"8"
8"3"116 Spa. @ 1'-0" = 116'-0"
4GE9 (Curb tie spacing)
4GE9 (Curb tie spacing)
Girder E shown, Girder A similar)
EXTERIOR GIRDER PLAN
1'83Scale:
Girder E shown, Girder A similar)
G.11
RG3105-K11
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
4
6
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
INTERIOR GIRDER TOP FLANGE
A
C
T
U
A
L
F
I
L
E
I
N
T
T
O
P
F
L
A
N
G
E
D
G
N
12 Spa. @ 3" = 3'-0"
6 Spa. @ 6" = 3'-0"
5GE6, top)
5GE8, bot.)
8"3"
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars)
118'-10"
1'-5"23 Spa. @ 5'-0" = 115'-0"
3"8"
12 Spa. @ 3" = 3'-0"
5GE6, top)
6 Spa. @ 6" = 3'-0"
5GE8, bot.)
220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars)
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
118'-10"
1'-5"23 Spa. @ 5'-0" = 115'-0"
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
5
G
E
2
5
G
E
2
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
3'-0"
Min. lap
Typ.)
M
a
t
c
h
l
i
n
e
M
a
t
c
h
l
i
n
e
GirderCL
spacing
connection
Welded
spacing
connection
Welded
INTERIOR GIRDER PLAN
INTERIOR GIRDER PLAN
flange-top bars similar.
bars shown. Top flange-bottom bars and top
splices in top and bottom flanges. Top flange-top
Alternate all longitudinal bars to avoid adjacent
Note:
BOTTOM FLANGE PLAN
412 3" = 1'-3"
5 Spa. @
Typ.)
Chamfer43
4GE14
4GE13 &
Scale: 1" = 1'
1'83Scale:
1'83Scale:
G.12
RG3105-L12
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
4
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
A
C
T
U
A
L
F
I
L
E
G
I
R
D
E
R
D
E
T
D
G
N
17
M
a
r
2
0
17
10
2
4
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK No Scale
GIRDER DETAILS
2
1
2
1
1
2
1
1
2
1
1
Chamfer43
1"
or until grout reaches design strength.
After pouring, water cure grout for 72 hours
wetted for 24 hours prior to placing grout.
strength non-shrink grout. Keep keyways
Fill longitudinal flange keys with high
211
Typ.)
Girder flange
Ø Backerrod85
Gap21
FLANGE KEY DETAIL
FLANGE KEY BETWEEN CONNECTIONS
non-shrink grout
Fill with highstrength5"
412
x 4" P43" x243
L
2
1
Typ.)
x 8" Welded studs
Ø2
1(2)
Typ.)
x 6"83L2x2x
Gap21
SECTION A-A
Typ.)
Welded stud
Ø x 8"2
1
x 6"83L2x2x
x 4" P43" x243
L
Typ.)
4
1
1
46
1
A A
3 0T
WELDED CONNECTION DETAIL
Typ.)
anchors
Ø x 4" Welded2
1
2'-1"
1
1
2
1
4
2
2
1
4
2
BEARING PLATE PLAN
214 8"8""214
chamfer
Match girder
1
BEARING PLATE ELEVATION
10 Req'd)
BearingCL 1
0
2'-0"
GirderCL
BEARING PAD PLAN
Clr. all4
1
around
BEARING PAD ELEVATION
10 Req'd)
Note:
Grade 3 or higher.
bearing pads. Provide 60 Durometer hardness, elastomer
Conform to AASHTO M 251 for steel reinforced elastomeric
8
7
1
3 total per pad)
Steel shim moulded securely topad81
6
6
2
1& 2 inner layers @
412Layers (top & bottom) @
G.13
13 RG3105-M
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
2
4
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BRIDGE RAILING NOTES:
CPostL
B B
1
2
2
1
2
2
1
2
2"
Leveling nuts
C Post
2"2"
L
rails165TS5"x5"x
rails165TS5"x5"x
L
L
L
L
Scale: 1" = 1'-0'
4
BRIDGE RAILING
211
W8x24 Post
1
2
9"
Scale: 1" = 1'-0'
TYPICAL SECTION
VIEW A-A
A
A
Post
2
1
1
5
5
2
1
1
211"214"214"211
1'-0"
1
1
P 1'-0" x 1'-1" x 1"L
LC Post 5"
431
4
1
1
Roadway
Side
4
1
1
2
1
2
member
Rail tube
5
1"*
215 4"assure proper fit.
to galvanizing to
Grind all edges prior
414
4
1
4
L
9
RAIL SPLICE END SECTION
Scale: 1" = 1'-0'Scale: 1" = 1'-0'
rails165TS5"x5"x
VIEW B-B
RAIL CAP DETAILS
RAIL SPLICEDETAILSBASEPLATEDETAILS
812
PL WASHER "C"4
1
Post
W8x24
Post
W8x24
9
1" Gap unless noted otherwise on detail plans.
As Shown
9
16
13
1
1
2
211
16
5
L
BASE WELD STUD DETAIL
Not to scale
Not to scale
Not to scale Not to scale
Not to scale
216 "216
2
1
4
2
1
4
1
0
2
1
1
Typ.)
T
y
p
5""2115"
5"
5
2
1
2
2
1
2
165TS5"X5"X
locking nuts or nuts and jam nuts.
Install angle with washers and self
Not to scale
ANCHOR PLATE DETAIL
2'-6" max.
4GE9 (Typ.)
9
Tack weld plate to bolt head.
See "ANCHOR PLATE DETAIL",
DETAIL"
See "RAIL SPLICE
DETAILS"
See "RAIL CAP
rails165TS5"x5"x
8
1" x 2" x241LP
to provide zinc drains.43corners
cope43" x443" x4163LP
x1'x1'-1"83LP
Typ.)
8
7
814 - 1
1'-1"
nut
1-lockwasher with
1-plate washer-c
stud 2" long with
Galvanized43
slotted holes in Post (Typ.).
horizontally2
1& C 1" x 1
weld base studs on rails
43C
and 2-flat washer (Typ.).
fully threaded with 2 nuts
872 -
DETAIL"
See "BASE WELD STUD
weld base studs on rails
43C
Typ.)
Holes
Post (Typ.).
horizontally slotted holes in
21studsonrails & C 1" x 1
43C
connections.
studs on each rail cap at guardrail
432-
411 "8
7
1'-5"1"
2
2
1
2
214 "214
Typ.
P83from
Make splice tube
16
3
16
3
TRANSITION" Dwg.
CONNECTION ANGLE" ON "THRIE BEAM
Leg of connection angle. See "DETAIL A -
8
3
Typ.
Tube sliding fit
Bent PSpliceL
structure.
railing. The completed installation shall not reflect any unevenness in the
girder profile. Contractor shall furnish steel shim plates as required to align
All rail Posts shall be set vertically and the railing erected parallel to the
ERECTION: No field cutting or welding is permitted unless approved by the CO.
GROUT: Use grout that has a minimum 24 hours f'c of 3,000 psi.
on the plans. With rails continuous over two or more posts.
RAIL SPLICE ASSEMBLIES: Rail splice assemblies must be provided as shown
shall be fabricated before being galvanized.
stud bolts shall conform to ANSI/AASHTO/AWS. All steel
AASHTO/AWS, and shall be by a certified welder. Welding for welded
to the CO for approval prior to fabrication. Welding shall conform to the ANSI/
FABRICATION: Structural steel shall be shop fabricated. Submit shop drawings
hot-dip galvanized after fabrication in accordance with AASHTO M 111 or M 232.
to ASTM A500 or A501, Grade B. All components of the bridge rail shall be
shall conform to ASTM A36. Structural tubing for rails shall conform
MATERIALS: Steel Posts, base plates, plate washers, and splice sleeves
GENERAL: The Alaska Multi-State Rail meets the TL-4 performance criteria.
A
C
T
U
A
L
F
I
L
E
R
1
4
W
A
9
1
4
2
0
1
B
r
i
d
g
e
R
a
i
l
i
n
g
D
G
N
G.14
RG3105-N14
1-lockwasher and 1-nut.
with 1-plate washer "C",
weld base stud x 2" long
43Threaded
Notes:
from approach slab curb into bridge curb.
reinforcement. Place curb reinforcement continuously
adjacent splices similar to longitudinal deck
3. Alternate longitudinal curb reinforcement to avoid
TOP FLANGE" sheets for curb reinforcement.
2. See "GIRDER SECTIONS" and "EXTERIOR GIRDER
above finish grade.211. Set top of Post 2'-8
hole (Typ.). See detail.
to completely cover slotted
PL washer "C", positioned41
washer (Typ.).
PL41w/ lock washer and
43Hexnutfor
Typ.) (See Note 3)
4CE2 (19'-8" long)
spliced 2'-0" with
2 - #4CE1 (60'-0" long)
Clr.211
AR
STATE PROJECT
SHEET
NO.
REGION
PW WA WA JEFF 91420(1)
PROJECT TEAMLEADERSCALECHECKEDBYDRAWNBYDESIGNEDBY
AR George Choubah
BRIDGE DRAWING
of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
TOWER CREEK BRIDGE
DRAWING NO.
George Choubah 18 March 2017
NOT FOR CONSTRUCTIONPRELIMINARY
OLYMPIC NATIONAL PARK
TOWER CREEK BRIDGE
17
M
a
r
2
0
17
10
2
4
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
T
o
w
e
r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOTFOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
4
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0
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P
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O
J
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C
T
S
d
g
n
NOTFOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
THRIE BEAM TRANSITION
No scale
connector
Thrie beam terminal
connector
Thrie beam terminal
back of plate
Bolt flush with
2
1 "
8
1
DETAIL E SECTION A-A
8
5
7
4
1
1
9
2
1
2
7
8
1
4
4
1
2
W8x15
DETAIL F - STEEL BLOCKOUT
2
1
1
2
1
6
8
5
7
8
1
7
4
1
1
9
431
3"
41L5"x3"x
Rail cap
5"
211 "4314
1
1
2
1
2
2
1
1
1
2
1
2
5
4
3
1
1
0
DETAIL A - CONNECTION ANGLE
211'-2 "211'-4"211
212'-8
2
1
1 "
219 8"3"
vertical leg angle
Typ.)
431'-3
3:1 slope
plate
Transition
16
3
83L4"x4'x
SECTION C-C
211 "211'-2 "211'-4"
2
1
1
4
212'-8
plate
Transition
Plate83
16
3
plate
Guardrail connection
VIEW D-D
2
1
214
4
1
4
4
3
8
1
1
0
9
plate
connection
Guardrail
DETAIL B - GUARDRAIL CONNECTION PLATE
831'-1
8
3
3
1
6
1
3
3
1
6
1
3
3
8
3
3
1
1
1
1
CC
D D
212 4"4""872
G
C
plate
connection
Guardrail
Transition section
Thrie beam to W-beam
Two Class A elements, See Note 3
3"L
End of rail cap
connector
Thrie beam terminal
TransitionplateA
A
blockout (Typ.)
6"x8"x14" wood (Typ.)
W6x9 steel post
4117'-2
3'-9" max.C End railpostL
PLAN
ELEVATION
5. This design approved for NCHRP 350, TL-4.
Adjust guardrail bolts for sliding fit.
horizontal slot in approach guardrail.214. Provide 4
3. Lap approach guardrail to prevent snags from oncoming traffic.
2. Conform to G-00, G-04S, G-25S for all guardrail details not shown.
steel to conform to ASTM A709 Grade 36.
AASHTO M 180. All H.S. Bolts conform to ASTM A325. All other
1. All guardrail and guardrail connection hardware to conform to
Notes:
8
3
2
8
5
7
8
5
7
1
8
8"2"3""414 "414 "218
431'-10"417
THRIE BEAM TERMINAL CONNECTOR
T
y
p
2'-6"
3"
8
3
3
1
6
3
6
8
5
7
1
6
3
6
slot (optional)
postbolt21"x243
slots81" x13229SeeNote4
8
5
connection plate
Guardrail2
1
4
3"x9"x1'-321
Transition plate
H.S. bolts and nuts
8
7
C
2
1" = 9'-4213Spa. @ 3'-1 "4
3" = 7'-9435Spa. @ 1'-6
holes (Typ.)
Slotted4
1"
x18
7
jam nut
locking nut or nut and
with washers and self
8
7
CL13
16
4 total each
flange)
STEEL BLOCKOUT"
Typ.) See "DETAIL F -
W8x15 steel blockout
211'-2
Nested (2) Thrie beam rail
CONNECTION ANGLE"
See "DETAIL A -
Connection Angle,
CONNECTION PLATE"
See "DETAIL B - GUARDRAIL
Guardrail connection plate,
See "DETAIL E"
87for
Drill and tap 4 holes
16
3
16
3
Typ.)
Slotted holes
2
1"x143
End of rail cap
A
C
T
U
A
L
F
I
L
E
R
1
5
W
A
9
1
4
2
0
1
T
h
r
i
e
B
e
a
m
R
a
i
l
D
G
N
AR
G.15
RG3105-O15
STATE PROJECT
SHEET
NO.
REGION
PW WA WA JEFF 91420(1)
PROJECT TEAMLEADERSCALECHECKEDBYDRAWNBYDESIGNEDBY
AR George Choubah
BRIDGE DRAWING
of
DATE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
TOWER CREEK BRIDGE
DRAWING NO.
George Choubah 18 March 2017
NOT FOR CONSTRUCTIONPRELIMINARY
OLYMPIC NATIONAL PARK
TOWER CREEK BRIDGE
17
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5
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0
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P
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J
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C
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d
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n
PRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
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2
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17
10
2
5
A
M
M
P
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J
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C
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A
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S
S
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A
W
A
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B
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k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
5
A
M
M
P
R
O
J
E
C
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S
A
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S
S
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A
W
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B
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r
C
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e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
No Scale 16 RG3105-P
REINFORCING STEEL BAR LIST
TO BE PROVIDED
G.16
A
C
T
U
A
L
F
I
L
E
R
E
B
A
R
D
G
N
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
2
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
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S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
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d
g
e
M
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c
r
o
s
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a
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n
B
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D
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s
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F
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C
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k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
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M
i
c
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a
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s
i
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F
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C
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k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
No Scale 17 RG3105-Q
REINFORCING STEEL BAR LIST
TO BE PROVIDED
G.17
A
C
T
U
A
L
F
I
L
E
R
E
B
A
R
E
P
O
X
Y
D
G
N
EPOXY COATEDNOTFORCONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
2
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
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S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
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d
g
e
M
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c
r
o
s
t
a
t
i
o
n
B
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e
D
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s
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g
n
F
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s
T
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r
C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
17
M
a
r
2
0
17
10
2
5
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
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i
o
n
B
r
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d
g
e
D
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s
i
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n
F
i
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s
T
o
w
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C
r
e
e
k
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
APPROACH SLAB
Notes:
Cu. Yd.)
Concrete
Lbs.)
Steel
Reinf.
Slab Length
ONE APPROACH SLAB
ESTIMATED QUANTITIES FOR
Width
Joint
Does not include dowels
Slab Width
8'-0"
5APE3
Top & bottom)
2
9
0
3
6
2
8
S
p
a
@
1
0
2
8
0
5
7
S
p
a
@
6
2
8
6
5
A
P
E
2
B
o
t
t
o
m
5
A
P
E
1
T
o
p
5APE4
Typ.)
5APE5
8'-0"
7 Spa. @ 1'-0" = 7'-0"
5APE3 (Top & bottom)
6"3"
Jt.211
1'-0"
2
1
2
3
1
0
3'-0"
5APE6
5APE5
Match with
5APE5
1'-0"
spaced @
3C
l
r
3C
l
r
2
1
2C
l
r
See Detail A
See Detail B
2
1
4
3
1
8
3
sealer
silicon joint
Low modulus
Backer rod
Dia.4
3
Sleeper slab
Approach slab
joint material
Preformed expansion
4
1
Bridge
Begin/End
to AASHTO M282
sealant conforming
elastomeric joint
2" Deep hot poured
joint material
Preformed expansion
Approach slab
Endwall
10"10"
See Detail A
CLStructure
Begin/End Bridge
See Detail C
surface level
Roughened
Approach slab
grading D
6" Aggregate base
Wingwall
material
expansion joint
Preformed
Curb
Wingwall
2
1
material
expansion joint
Preformed
B
B
B
B
A A
PLAN
DETAIL A DETAIL B
DETAIL C
SECTION A-A
SECTION B-B
ASPHALT PLUG JOINT
felt roofing paper
30 lb. Double layer
with predrilled holes at 12" maximum.
butted segments. Centered over joint
Galvanized plate, placed in 4'-0 long
x 8" AASHTO M270 Grade364
1
Aggregate/Binder
1'83Scale:
Scale: 1" = 1'
Scale: 1" = 1'
No Scale No Scale
No Scale
No Scale
A
C
T
U
A
L
F
I
L
E
A
P
P
R
O
A
C
H
S
L
A
B
D
G
N
surface
2" Hot asphalt wearing
surface
Hot asphalt wearing
G.18
RG3105-R18
Typ.)
4CE1 or #4CE2
4GE9
Match with #5APE3)
4GE9 (Typ.)
details.
See "ABUTMENT LAYOUT" sheet for dowelreinforcement2.
reinforcement details.
FLANGE," and "BRIDGE RAILING" sheets for curb
See "GIRDER SECTIONS," "EXTERIOR GIRDERTOP1.
21120801429'-0"8'-0"
treated both sides)
sheets,161gasket (2 -
Compressed synthetic sheet
5APE1
5APE2
sheeting
Polyethylene
10 mil
approach slab
total width of
polystyrene,
6" x 6" Expanded
10 Total)
5APE4
95% compacted
grading D,
6" Aggregate base
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
TOWER CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
AR George Choubah 18 March 2017
70PLANINHAND04182017
17
M
a
r
2
0
17
10
10
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
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M
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B
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D
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F
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s
0
0
P
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O
J
E
C
T
S
d
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n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
10
A
M
M
P
R
O
J
E
C
T
S
A
C
C
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S
S
W
A
W
A
J
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F
F
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14
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B
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M
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F
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s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 1
PLAN AND ELEVATION
channel
Bottom of
N
120'-0"8'-0"8'-0"
slab
Approach
slab
Approach
4 0 5
41
0
4
15 4
2
0
4 2 0
425
420
108+50 109+00 109+50
Structure
Roadway
CL
CL
Begin Bridge
Elev. 433.54
Sta. 108+35
12'-8"
Typ.)
of pavement
Existing edge
riprap
Limit of Class 4
of pavement
Existing edge
Class 4 riprap
Limit of
of shoulder
Existing edge
End Bridge
Elev. 432.03
Sta. 109+55
of shoulder
Existing edge
C
a
n
y
o
n
C
r
e
e
k
Existing culvert
1
1
0
1
1
0
S
h
o
u
l
d
e
r
C
u
r
b
1
6
2
0
C
u
r
b
1
6
S
h
o
u
l
d
e
r
2
0
L
a
n
e
L
a
n
e
PLAN
1'8
1
ELEVATION
1
1.75
1
1.75
425
430
435
420
415
410
405
400
395
390
line
ground
Proposed
1.60
1
1.60
1
left of
ground line at 13'-0"
Approximate existing
CL
ground line at
Approximate existing
CL
right of
ground line at 13'-0"
Approximate existing
CL
ground line
Proposed
Profile grade
A
C
T
U
A
L
F
I
L
E
P
E
D
G
N
Bridge length = 120'-0"
1.2611%
CLPost (Typ.)
Wingwall 1
Wingwall 2
Wingwall 4
Wingwall 3
TRANSITION" sheet
See "THRIE BEAM
TRANSITION" sheet
See "THRIE BEAM
G.19
RG3106-A
2
1" = 131'-16514Spa. 9'-4
212'-5 "212'-5
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
12
A
p
r
2
0
17
10
0
1
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
AR
A
C
T
U
A
L
F
I
L
E
M
0
2
M
T
2
1
0
1
G
N
D
G
N
2
GENERAL NOTES
Construction:
Design:
DESIGN LOADING:
Dead Loads:
Live Loads:
AASHTO HL-93; maximum dynamic load allowance, IM=33%
MATERIALS:
Design stresses:
Concrete:
Reinforcing steel:
with 2015 Interim Revisions.
AASHTO LRFD Bridge Design Specifications, 2014, 7th Edition
on Federal Highway Projects, FP-14.
Standard Specifications for Construction of Roads and Bridges
DRAWING TITLE
DRAWING INDEX
DRAWING NO.
GENERAL NOTES:
SPECIFICATIONS:
Prestressing steel:
Bearings:
GEOTECHNICAL REPORT:
method A.
durometer hardness. Bearings are designed according to AASHTO LRFD design
Section 18.2 of the AASHTO LFRD Bridge Construction Specifications, with 60
Provide laminated elastomeric bearing pads conforming to the requirements of
estimated losses of 23.48 ksi.
The final estimated effective prestress force per strand is 38,840 lb based on
Pre-tension each strand to a total load of 43,940 lb (f'si = 0.75*f's = 202,500 psi).
steel conforming to AASHTO M 203.
Furnish grade 270, 0.60" diameter, seven-wire, low-relaxation, prestressing
No Scale
Provide 2" cover for reinforcing steel unless otherwise noted.
Provide standard hooks as defined by ACI SP-66 for bends unless otherwise noted.
steel located or anchored in Class D(AE) concrete unless otherwise noted.
Provide epoxy coated reinforcing steel for girders and all reinforcing
Furnish reinforcing steel conforming to AASHTO M 31 or M 322, grade 60 deformed.
Memorandum No. 20-16, dated 07-2016.
For boring logs and other geotechnical information, see Geotechnical
Future asphalt wearing surface: 25 psf
Asphalt wearing surface: 25 psf
Concrete: 150 pcf
Prestressing Steel:
Reinforcing Steel:
Structural Steel:
Class P (Prestressed) Concrete:
Class D(AE) Concrete:
Class A(AE) Concrete:
RG3106-R
RG3106-Q
RG3106-P
RG3106-O
RG3106-N
RG3106-M
RG3106-L
RG3106-K
RG3106-J
RG3106-I
RG3106-H
RG3106-G
RG3106-F
RG3106-E
RG3106-D
RG3106-C
RG3106-B
RG3106-A
G.20
RG3106-B
Approach Slab Details
Epoxy Coated Reinforcing Steel Bar List
Reinforcing Steel Bar List
Thrie Beam Transition
Bridge Railing
Girder Details
Interior Girder Top Flange
Exterior Girder Top Flange
Girder Sections
Interior Girder
Exterior Girder
Typical Section and Framing Plan
Abutment Wingwall
Abutment Endwall
Abutment Layout
Foundation Layout
General Notes
Plan and Elevation
Furnish preformed expansion material meeting the requirments of AASHTO M 213.
grade 4 or 5.
Furnish flexible cellular joint filler meeting the requirments of ASTM D1056, Type 2,
unless otherwise noted.43Chamferexposededgesofallconcrete
Furnish Class A(AE) concrete for all other concrete.
Furnish Class D(AE) concrete for approach slabs, curbs, diaphragms, and endwalls.
Furnish Class P (Prestressed) concrete for precast decked bulb tees.
fs = 270,000 psi
fy = 60,000 psi
fy = 50,000 psi
f'ci = 7,500 psi at time of release
f'c = 10,000 psi at 28 days
f'c = 5,000 psi at 28 days
f'c = 4,500 psi at 28 days
12
A
p
r
2
0
17
10
0
1
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
12
A
p
r
2
0
17
10
0
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
A
C
T
U
A
L
F
I
L
E
F
L
D
G
N
12
A
p
r
2
0
17
10
0
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 3
FOUNDATION LAYOUT
Begin Bridge End Bridge
114'-0"
CL
CL Piles
Abutment 2 &CL
CL Piles
Abutment 1 &
N
2
1
0
2
1
0
4
S
p
a
@
5
1
0
2
3
4
2
9
0
3'-0"
A A
2
1
0
2
1
0
4
S
p
a
@
5
1
0
2
3
4
2
9
0
FACTOR
RESISTANCE
Abut. 1
Abut. 2
PILES
LENGTH OF
TOTAL
ESTIMATED
0.65
LOCATION
PILE DRIVING INFORMATION
kips/pile)*
RESISTANCE
BEARING
NOMINAL
COMPRESSIVE
REQUIRED
bearing resistance
Drive piles to the required compressive nominal
ABUTMENT 2
FOUNDATION PLAN
ABUTMENT 1
SECTION A-A SECTION B-B
Min. Tip Elev. 358.70Min. Tip Elev. 324.70
T
y
p
2
0
m
i
n
0.65 260
260
Notes:
Provide 60° conical driving point (inside flange).3.
Indicates Dynamic Load Test location.2.
Indicates pile location.1.
1'4
1
B B
Elev. 424.97 Elev. 423.54
StructureCL
102.27 ft
66.84 ft
G.21
RG3106-C
Typ.)
See Note 3)
filled with concrete
24" Ø x 0.75" steel pipe pile
Closed-end
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
12
A
p
r
2
0
17
10
0
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
A
C
T
U
A
L
F
I
L
E
A
B
U
T
L
A
Y
O
U
T
D
G
N
12
A
p
r
2
0
17
10
0
3
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
ABUTMENT LAYOUT
1'-0"
Typ.)
1
2
8
14'-6"14'-6"
5'-8"5'-8"3 Spa. @ 5'-10" = 17'-6"
2'-9"2'-9"Girder spacing
GirderDCLGirderECL GirderCCL GirderBCL GirderACL
5'-8"5'-8"" = 17'-6"873Spa. @ 5'-9 Step spacing
Weephole spacing
CL
Bearings
Abutment &
CL
1
8
3
4
1
4
Begin/End Bridge
StructureCLdrainpipe
3" Ø Perforated
GirderECL
3'-4"
PLAN
ELEVATION
Abutment 1 shown, Abutment 2 similar)
SECTION A-A
Scale: 1" = 1'
1'21Scale:
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
Notes:
ABUT. 1 ABUT. 2
BEARING SEAT ELEVATIONS
A
B
C
D
E
GIRDER
1
6
3
6
M
i
n
4 Spa. @ 5'-10" = 23'-4"
2
9
4
See Note 2)
Geocomposite sheet drain
Typ. between abutment and wingwall)
1" Expansion jt. fill
A
A
853'-8 "853'-8
See Note 3 See Note 3
GirderDCL GirderCCL GirderBCL GirderACL
428.47
428.59
428.71
428.59
428.47
427.04
427.04
427.15
427.15
427.27
Abut. 1 Elev. 424.97
Abut. 2 Elev. 423.54
2
0
M
i
n
l
a
p
6" = 3'-6"
7 Spa. @
5A1 (2 each)
piles)
Typ. between
7A2
Typ.)
5A3
Typ.)
7A2
7A4
5A1
5A5
piles)
Between
At piles)
5A7
5
S
p
a
@
5
2
1
5
A
8
7A2 #
5A3
piles)
between
Typ.
7A4
7A2
5A5
piles)
Typ. at
5A6
Typ.)
into pile)
embed 3'-0"
4'-0" x 10",
1 '-8 "@10 "2Spa .(Typ .)#A7
Typ.)
5A8
Typ.)
5A6 #5A6
211'-4" = 215
3 Spa. @
Typ. at ends)
5A1 (2 each)
Typ.)
weephole
3" Dia.
WINGWALL" sheet for details.
surface of cap at shear block locations. See "ABUTMENT
Cast shear block after girders have been set. Roughen3.
weep holes at face of abutment.
perforated abutment pipe and daylight through
Cap ends of pipe. Tie perforated wingwall pipes to
perforated drain pipe behind wingwalls and abutment.
Install continuous geocomposite sheet drain and 3" dia.2.
and elevations.
See "ABUTMENT WINGWALL" sheet for wingwall details1.
2'-0"
Typ.)
T
y
p
2
0
3
C
l
r
G.22
RG2106-D
Typ.)
filled with concrete
24" Ø x 0.75" steel pipe pile
Closed-end
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
11
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
11
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown 5
ABUTMENT ENDWALL
A
C
T
U
A
L
F
I
L
E
A
B
U
T
E
N
D
W
A
L
L
D
G
N
StructureCL
PLAN
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
VIEW A-A
Abutment 1 shown, Abutment 2 similar)
1'21Scale:
1'-2"
1"embedment into endwall
Gdr. top flange
bridge
Begin/End
1'-0"
1
0
1
3
1
0
sheet drain
Geocomposite
filler
cellular joint
2" Flexible
2% 3" ØWeepholeCL
1
6
SECTION B-B
1'-0" 43Scale:
A A
CL
Bearings
Abutment &
CL
GirderACLGirderBGirderCCLGirderDCLGirderECLCL
Shear block Shear block
and wingwall)
Typ. between abutment
1" Expansion jt. fill
5EE6
Typ.)
StructureCL
9" = 3'-0"
4 Spa. @
Typ.)
6EE9
5EE1, #6EE7,
6"6"8" = 1'-4"
2 Spa. @
Typ.)
6EE9
5EE1, #6EE7,
5EE2
5EE2
11 Total)
5EE2
2
3
M
i
n
l
a
p
5EE2
5EE1
5EE6 n.f.
5EE5, or
5EE4,
5EE3,
Key:
n.f. = near face
f.f. = far face
e.f. = each face
Typ. at girders)
6EE8 & #6EE9
6EE9
6EE8
6EE7 or
6EE8
1
0
1
02 '-2 "1'-4"
8
3
1
6
831'-6
1
0
1
0
6EE7
2 '-2 ""8
3
1
6
831'-6
2'-0"
n.f.
f.f.
1
6
1
5
@
1
0
3
S
p
a
71
d
i
a
h
o
l
e
s
5
E
E
5
5
E
E
3
5
E
E
4
5
E
E
3
5EE3
webs)
exterior girder
Typ. through
5
E
E
4
g
i
r
d
e
r
s
b
e
t
w
e
e
n
T
y
p5
E
E
5
5EE5
webs)
interior girder
Typ. through
Abut. 1 Elev. 427.50
Abut. 2 Elev. 426.01
G.23
RG3106-E
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
ABUTMENT WINGWALL
A
C
T
U
A
L
F
I
L
E
A
B
U
T
W
I
N
G
W
A
L
L
D
G
N
6
ELASTOMERIC STOP PAD DETAIL
No Scale
8 req'd)
60 Durometer hardness
Elastomeric stoppad21
Notes:
pads with approved cementitions adhesive prior to installation.
Place elastomeric pads after constructing shear blocks. Coat2.
Cast concrete for shear blocks after placement of girders.1.
3'-0"
ELEVATIONS
ELEV.
433.19
433.35
424.97
431.80
431.64
423.54
3
V
a
r
i
e
s
6
S
p
a
@
9
4
6
5
W
1
e
f
4
S
p
a
@
9
3
0
5
W
2
e
f
4 Spa. @ 1'-0" = 4'-0"
5W3 e.f.
1'-0"7 Spa. @ 1'-0" = 7'-0"
5W4 e.f.
4"4"
5W1
5W2
3
0
4'-8"
AA
B
C
C
D
D
B
5W3 #5W4
Elev. A
Elev. C
Elev. B
WING. 1 & 2 WING. 3 & 4
A
B
C
ELEVATION
SECTION B-B
SECTION A-A
SECTION C-C SECTION D-D
Key:
n.f. = near face
f.f. = far face
e.f. = each face
1'-0"1'-0"10" = 3'-4"
4 Spa. @
3
0
@
1
0
3
S
p
a
853'-8
Typ.)
5A9
T
y
p
5
A
1
0
Typ.)
5A10
Level
5A10
5A9
Typ.)
1
6
m
i
n
GirderCCL
1'-0"83Scale:
SHEAR BLOCK ELEVATION
SHEAR BLOCK PLAN
1'-0"83Scale:
GirderCCL
1'-0"43Scale:
1'-0"43Scale:
1'-0"43Scale:
1'-0"43Scale: " = 1'-0"43Scale:
Typ.)
stop pad, see detail
elastomeric21" Gap & 8
1
Endwall
8
7
7
7
G.24
RG3106-F
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
TYPICAL SECTION AND FRAMING PLAN
120'-0"
30'-0"30'-0"30'-0"30'-0"Diaphragm spacing
GirderACL
CL
CL
CL
CL
Girder B
Girder C
Girder D
Girder E
CL
Typ.)
Diaphragm
Begin Bridge
End Bridge
CL Structure
1'-9" (Typ.)
1'-9" (Typ.)
Typ.)
6" Dia. blockout
See Note)
Welded connection (Typ.)
29'-0"
1'-6"11'-0"11'-0"1'-6"2'-0"
Shoulder Lane
2'-0"
Lane Shoulder
412'-10 "412'-10"2123'-3" = 874Spa. @ 5'-9
875Eq. spa. = 4'-96"6"
Typ.)
6D1
Typ.)
6D3 Dowels
2%2%
membrane
pavement over waterproof
2" Hot asphalt concrete
Precast concrete deck girders
CL Structure
TYPICAL SECTION
FRAMING PLAN
A
C
T
U
A
L
F
I
L
E
T
Y
P
X
S
D
G
N
DIAPHRAGM
ANCHOR BOLT
Thread211
1'-6"
No Scale
A-307 bolt
1" Dia. ASTM
8"
4"4"
of non-shrink grout
and topped with 1" layer
with concrete diaphragms
6" Dia. Blockout poured
211
Clr.
5D2
1
0
1
6
5
3
S
p
a
@
1
0
CL CL
CL
CL Diaphragm
Scale: 1" = 1'
GIRDER PARTIALELEVATIONSECTIONA-A
Scale: 1" = 1'
1'163Scale:
1'21Scale:
Note:
spacing.
FLANGE" sheets for welded connection
TOP FLANGE" and "INTERIOR GIRDER TOP
connection details. See "EXTERIOR GIRDER
See "GIRDER DETAILS" sheet for welded
A
A
See detail)
1" Dia. anchor bolt (Typ.)
5D2 (Typ.)
2'-9"
Min. lap (Typ.)
G.25
RG3106-G7
Typ.)
6D1
6D3 dowels
anchor bolts and
@ diaphragms for
1" Hole & inserts
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
A
C
T
U
A
L
F
I
L
E
E
X
T
G
I
R
D
E
R
D
G
N
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
EXTERIOR GIRDER
1 "(Typ.)
90°
full width
Sawtooth keys are
SAWTOOTH KEY DETAIL
No Scale
1 "
3
6
3
6
1
6
5
3
S
p
a
@
1
0
1
6
1
5
2
6
1
D
i
a
H
o
l
e
s
415'-8
412 3"
5 Spa. @
3" = 1'-3"8 Spa. @ 6" = 4'-0"
4GE10, #4GE13, #4GE14
4GE14
4GE13
4GE10
4
2
1
9
4
S
p
a
@
6
2
0
4
G
E
1
1
4GE11
7'-0"
5GE1 or #5GE3
5GE4 or #5GE5
Typ.)
3GE12
hook (Typ.)
provide 90° 10"
5GE3 bars &
Extend #5GE1 &
3"
2
0
Extend strands
GirderCL
Typ.)
4GE10 #4GE11
Typ.)
3GE12
CC
GIRDER END ELEVATION
SECTION C-C
Scale: 1' = 1'
Scale: 1' = 1'
59'-5"
415'-8 1'-0""43852Spa. @ 1'-0" = 52'-0"
4GE10, #4GE13, #4GE14
span
Symm. about
433
2'-5"
29'-5"30'-0"Diaphragm spacing
4
2
3
6
2
8
CL Diaphragm
CL
CL Bearing
2'-8"
6"
Elevation
See Girder End
See Note 1)
CL Lifting
eye
strands
Extend
10) 0.60" Dia. Strands
8) 0.60" Dia. Strands
2) 0.60" Ø Strands
2) 0.60" Dia. Strands
Typ.)
See Note 2)
4GE14
4GE10, #4GE13
8512'-4
Deflect (4) 0.60" dia. strands
HALF GIRDER ELEVATION
1'83Scale:
20 straight, 4 draped)
0.60" Dia. Strands
both ends of girder
and bend as shown at
Extend circled strands
2" = 1'-6"
9 Spa. @
213 "213
2
2
2" = 1'-6"
9 Spa. @
213 "213 2
2
2
1"1"
CL Girder CL Girder
Notes:
sheet for diaphragm layout and details.
See "TYPICAL SECTION AND FRAMING PLAN"2.
Blockout full girder flange width at both ends.1.
Draped strands
4) 0.60" Dia.
SECTION B-B
Scale: 1' = 1'
VIEW A-A
Scale: 1' = 1'
A
A
B
B
keys
Sawtooth
See detail)
Length of girder = 118'-10"
RG3106-H
G.26
7
3
8
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
A
C
T
U
A
L
F
I
L
E
I
N
T
G
I
R
D
E
R
D
G
N
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
INTERIOR GIRDER
1 "(Typ.)
90°
full width
Sawtooth keys are
SAWTOOTH KEY DETAIL
No Scale
1 "
3
6
3
6
1
6
5
3
S
p
a
@
1
0
1
6
1
5
2
6
1
D
i
a
H
o
l
e
s
415'-8
412 3"
5 Spa. @
3" = 1'-3"8 Spa. @ 6" = 4'-0"
4GE10, #4GE13, #4GE14
4GE14
4GE13
4GE10
4
2
1
9
4
S
p
a
@
6
2
0
4
G
E
1
1
4GE11
7'-0"
5GE1 or #5GE3
5GE4 or #5GE5
Typ.)
3GE12
hook (Typ.)
provide 90° 10"
5GE3 bars &
Extend #5GE1 &
3"
2
0
Extend strands
GirderCL
Typ.)
4GE10 #4GE11
Typ.)
3GE12
CC
GIRDER END ELEVATION
SECTION C-C
Scale: 1' = 1'
Scale: 1' = 1'
59'-5"
415'-8 1'-0""43852Spa. @ 1'-0" = 52'-0"
4GE10, #4GE13, #4GE14
span
Symm. about
433
2'-5"
29'-5"30'-0"Diaphragm spacing
4
2
3
6
2
8
CL Diaphragm
CL
CL Bearing
2'-8"
6"
Elevation
See Girder End
See Note 1)
CL Lifting
eye
strands
Extend
10) 0.60" Dia. Strands
8) 0.60" Dia. Strands
2) 0.60" Ø Strands
2) 0.60" Dia. Strands
Typ.)
See Note 2)
4GE14
4GE10, #4GE13
8512'-4
Deflect (4) 0.60" dia. strands
HALF GIRDER ELEVATION
1'83Scale:
20 straight, 4 draped)
0.60" Dia. Strands
both ends of girder
and bend as shown at
Extend circled strands
2" = 1'-6"
9 Spa. @
213 "213
2
2
2" = 1'-6"
9 Spa. @
213 "213 2
2
2
1"1"
CL Girder CL Girder
Notes:
sheet for diaphragm layout and details.
See "TYPICAL SECTION AND FRAMING PLAN"2.
Blockout full girder flange width at both ends.1.
Draped strands
4) 0.60" Dia.
SECTION B-B
Scale: 1' = 1'
VIEW A-A
Scale: 1' = 1'
A
A
B
B
keys
Sawtooth
See detail)
Length of girder = 118'-10"
RG3106-I9
G.27
7
3
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
12
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK 1" = 1'
GIRDER SECTIONS
A
C
T
U
A
L
F
I
L
E
G
I
R
D
E
R
S
E
C
T
D
G
N
Notes:
ESTIMATED QUANTITIES
Concrete
reinforcing steel
Expoxy coated
0.6" Ø Strands
One beam only
Cu. Yd.
Lbs.
Ln. Ft.
Int. Girder Ext. Girder
5315 5770
2870 2870
29.1 29.1
GIRDER TOP FLANGE" sheets for top flange and curb bars.
See "EXTERIOR GIRDER TOP FLANGE" and "INTERIOR5.
Thicken flange at both ends to compensate for final camber.4.
to placing overlay.
flange and fill with an approved non-shrink grout prior
After erection, cutoff lifting loops 1 inch below topof3.
41Estimatedcamberafterplacingoverlayandrailing = 23.
43Estimatedcamberatreleaseofstrands = 12.
shortening due to prestressing.
longer than shown to allowfor41Castgirders1.
A
B
B C
MARK
DIMENSION
5GE1
REINFORCING STEEL SCHEDULE
A E G
G
D HF
22'-4"
2
TYPE
K
5GE2
5GE3
5GE4
5GE5
5GE6
5GE7
5GE8
4GE9
4GE10
3GE12
4GE14
STR
B
C C
D
O
K
H
O
F H
D C
EB
C
B
D
E
B
G
A
B
A G
Type 51 Type T9
Type 81 Type 54
60'-0"
Type 2
10"43'-0"
Type 1
215'-9
6
3
2
8
3
7
2
9
6
3
211'-7
2"
3
1
1
Typ.)
5GE2
5GE6
CLGirder
5GE8
4GE10
2'-1"
6""219
4GE13
5GE2
815'-9
CLGirder
3
2
8
3
7
2
9
6
3
211'-7
2"
5GE8
6
3
1
1
6""219
4GE13
5GE2
2'-1"
4GE10
Typ.)
5GE2
5GE7
2
C
l
r
Typ.)
5GE3
5GE1 or
5GE6
1 C
l
Typ.)
5GE5
5GE4 or
5GE8
Typ.)
4GE11
Typ.)
3GE12
1" Clr.
Typ.)
4GE11 #4GE11
5GE5
5GE4 or
5GE5
5GE4 or
1
C
l
r
T
y
p
Typ.)
3GE12
4GE11
Typ.)
4GE11
1" Clr.
Typ.)
4GE11
5GE5
5GE4 or
1
C
l
r
T
y
p
2
C
l
r
5GE7
5GE8
1 C
l
Typ.)
5GE3
5GE1 or
Typ.)
5GE5
5GE4 or
CL Girder
2
C
l
r
T
y
p
4GE9
2.0%
2.0%2.0%
2.0%
INTERIOR GIRDER MIDSPAN EXTERIOR GIRDER MIDSPAN
INTERIOR GIRDER END EXTERIOR GIRDER END
4GE14 #4GE14
4GE10
4GE14
4GE13
4GE9
5GE5
5GE4 or
4GE14
4GE13
4GE10
2 10"
STR 5'-8"
STR
51 "814'-2"211'-1 4""214
STR
43'-0"
22'-4"
6'-10"STR#4GE11
T9 4"4"4"
54 "2111"2111 4"4""433 "433#4GE13
81 5'-8""212'-0"433"219 "219"432'-0
1 5'-8"7"
2 4"4"4"
G.28
RG3106-J10
curb location (Typ.)
Roughen surface under
CLGirder
Type S5
A G
B D
C
S5 8"1'-0"1'-0"1'-0""411'-2 8"
Girder "E" shown, Girder "A" similar)(Girder "D" shown, Girders "B" and "C" similar)
Girder "D" shown, Girders "B" and "C" similar)(Girder "E" shown, Girder "A" similar)
G
i
r
d
e
r
s
B
a
n
d
D
6
G
i
r
d
e
r
C
2.0%2.0%Girder "C"
Girder "D" and "B"
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
EXTERIOR GIRDER TOP FLANGE
A
C
T
U
A
L
F
I
L
E
E
X
T
T
O
P
F
L
A
N
G
E
D
G
N
12 Spa. @ 3" = 3'-0"
6 Spa. @ 6" = 3'-0"
5GE7, top)
5GE8, bot.)
8"3"
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars)
118'-10"
116 Spa. @ 1'-0" = 116'-0"
3"8"
12 Spa. @ 3" = 3'-0"
5GE7, top)
6 Spa. @ 6" = 3'-0"
5GE8, bot.)
220 Spa. @ 6" = 110'-0" (#5GE7, top flange, top bars)
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
118'-10"
23 Spa. @ 5'-0" = 115'-0"
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
5
G
E
2
5
G
E
2
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
3'-0"
Min. lap
Typ.)
M
a
t
c
h
l
i
n
e
M
a
t
c
h
l
i
n
e
GirderCL
spacing
connection
Welded
EXTERIOR GIRDER PLAN
flange-top bars similar.
bars shown. Top flange-bottom bars and top
splices in top and bottom flanges. Top flange-top
Alternate all longitudinal bars to avoid adjacent
Note:
BOTTOM FLANGE PLAN
412 3" = 1'-3"
5 Spa. @
Typ.)
Chamfer43
4GE14
4GE13 &
Scale: 1" = 1'
1'83Scale:
1'-5"
23 Spa. @ 5'-0" = 115'-0"
spacing
connection
Welded
1'-5"
3"8"
8"3"116 Spa. @ 1'-0" = 116'-0"
4GE9 (Curb tie spacing)
4GE9 (Curb tie spacing)
Girder E shown, Girder A similar)
EXTERIOR GIRDER PLAN
1'83Scale:
Girder E shown, Girder A similar)
G.29
RG3106-K11
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
2
0
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
2
0
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
INTERIOR GIRDER TOP FLANGE
A
C
T
U
A
L
F
I
L
E
I
N
T
T
O
P
F
L
A
N
G
E
D
G
N
12 Spa. @ 3" = 3'-0"
6 Spa. @ 6" = 3'-0"
5GE6, top)
5GE8, bot.)
8"3"
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars)
118'-10"
1'-5"23 Spa. @ 5'-0" = 115'-0"
3"8"
12 Spa. @ 3" = 3'-0"
5GE6, top)
6 Spa. @ 6" = 3'-0"
5GE8, bot.)
220 Spa. @ 6" = 110'-0" (#5GE6, top flange, top bars)
110 Spa. @ 1'-0" = 110'-0" (#5GE8, top flange, bot. bars)
118'-10"
1'-5"23 Spa. @ 5'-0" = 115'-0"
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
5
G
E
2
5
G
E
2
5GE1
Alternate with #5GE3)
Alternate with #5GE1)
5GE3
3'-0"
Min. lap
Typ.)
M
a
t
c
h
l
i
n
e
M
a
t
c
h
l
i
n
e
GirderCL
spacing
connection
Welded
spacing
connection
Welded
INTERIOR GIRDER PLAN
INTERIOR GIRDER PLAN
flange-top bars similar.
bars shown. Top flange-bottom bars and top
splices in top and bottom flanges. Top flange-top
Alternate all longitudinal bars to avoid adjacent
Note:
BOTTOM FLANGE PLAN
412 3" = 1'-3"
5 Spa. @
Typ.)
Chamfer43
4GE14
4GE13 &
Scale: 1" = 1'
1'83Scale:
1'83Scale:
G.30
RG3106-L12
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
A
C
T
U
A
L
F
I
L
E
G
I
R
D
E
R
D
E
T
D
G
N
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK No Scale
GIRDER DETAILS
2
1
2
1
1
2
1
1
2
1
1
Chamfer4
3
1"
or until grout reaches design strength.
After pouring, water cure grout for 72 hours
wetted for 24 hours prior to placing grout.
strength non-shrink grout. Keep keyways
Fill longitudinal flange keys with high
211
Typ.)
Girder flange
Ø Backerrod85
Gap21
FLANGE KEY DETAIL
FLANGE KEY BETWEEN CONNECTIONS
non-shrink grout
Fill with highstrength5"
412
x 4" P43" x243
L
2
1
Typ.)
x 8" Welded studs
Ø2
1(2)
Typ.)
x 6"83L2x2x
Gap21
SECTION A-A
Typ.)
Welded stud
Ø x 8"2
1
x 6"83L2x2x
x 4" P43" x243
L
Typ.)
4
1
1
46
1
A A
3 0T
WELDED CONNECTION DETAIL
Typ.)
anchors
Ø x 4" Welded2
1
2'-1"
1
1
2
1
4
2
2
1
4
2
BEARING PLATE PLAN
214 8"8""214
chamfer
Match girder
1
BEARING PLATE ELEVATION
10 Req'd)
BearingCL
1
0
2'-0"
GirderCL
BEARING PAD PLAN
Clr. all41
around
BEARING PAD ELEVATION
10 Req'd)
Note:
Grade 3 or higher.
bearing pads. Provide 60 Durometer hardness, elastomer
Conform to AASHTO M 251 for steel reinforced elastomeric
8
7
1
3 total per pad)
Steel shim moulded securely topad81
6
6
2
1& 2 inner layers @
412Layers (top & bottom) @
G.31
RG3106-M13
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BRIDGE RAILING NOTES:
CPostL
B B
1
2
2
1
2
2
1
2
2"
Leveling nuts
C Post
2"2"
L
rails165TS5"x5"x
rails165TS5"x5"x
L
L
L
L
Scale: 1" = 1'-0'
4
BRIDGE RAILING
211
W8x24 Post
1
2
9"
Scale: 1" = 1'-0'
TYPICAL SECTION
VIEW A-A
A
A
Post
2
1
1
5
5
2
1
1
211"214"214"211
1'-0"
1
1
P 1'-0" x 1'-1" x 1"L
LC Post 5"
431
4
1
1
Roadway
Side
4
1
1
2
1
2
member
Rail tube
5
1"*
215 4"assure proper fit.
to galvanizing to
Grind all edges prior
414
4
1
4
L
9
RAIL SPLICE END SECTION
Scale: 1" = 1'-0'Scale: 1" = 1'-0'
rails165TS5"x5"x
VIEW B-B
RAIL CAP DETAILS
RAIL SPLICEDETAILSBASEPLATEDETAILS
812
PL WASHER "C"4
1
Post
W8x24
Post
W8x24
9
1" Gap unless noted otherwise on detail plans.
As Shown
9
16
13
1
1
2
211
16
5
L
BASE WELD STUD DETAIL
Not to scale
Not to scale
Not to scale Not to scale
Not to scale
216 "216
2
1
4
2
1
4
1
0
2
1
1
Typ.)
T
y
p
5""2115"
5"
5
2
1
2
2
1
2
165TS5"X5"X
locking nuts or nuts and jam nuts.
Install angle with washers and self
Not to scale
ANCHOR PLATE DETAIL
2'-6" max.
4GE9 (Typ.)
9
Tack weld plate to bolt head.
See "ANCHOR PLATE DETAIL",
DETAIL"
See "RAIL SPLICE
DETAILS"
See "RAIL CAP
rails165TS5"x5"x
8
1" x 2" x241LP
to provide zinc drains.43corners
cope43" x443" x4163LP
x1'x1'-1"83LP
Typ.)
8
7
814 - 1
1'-1"
nut
1-lockwasher with
1-plate washer-c
stud 2" long with
Galvanized43
slotted holes in Post (Typ.).
horizontally21& C 1" x 1
weld base studs on rails
43C
and 2-flat washer (Typ.).
fully threaded with 2 nuts
872 -
DETAIL"
See "BASE WELD STUD
weld base studs on rails
43C
Typ.)
Holes
Post (Typ.).
horizontally slotted holes in
21studsonrails & C 1" x 1
43C
connections.
studs on each rail cap at guardrail
432-
411 "8
7
1'-5"1"
2
2
1
2
214 "214
Typ.
P83from
Make splice tube
16
3
16
3
TRANSITION" Dwg.
CONNECTION ANGLE" ON "THRIE BEAM
Leg of connection angle. See "DETAIL A -
8
3
Typ.
Tube sliding fit
Bent PSpliceL
structure.
railing. The completed installation shall not reflect any unevenness in the
girder profile. Contractor shall furnish steel shim plates as required to align
All rail Posts shall be set vertically and the railing erected parallel to the
ERECTION: No field cutting or welding is permitted unless approved by the CO.
GROUT: Use grout that has a minimum 24 hours f'c of 3,000 psi.
on the plans. With rails continuous over two or more posts.
RAIL SPLICE ASSEMBLIES: Rail splice assemblies must be provided as shown
shall be fabricated before being galvanized.
stud bolts shall conform to ANSI/AASHTO/AWS. All steel
AASHTO/AWS, and shall be by a certified welder. Welding for welded
to the CO for approval prior to fabrication. Welding shall conform to the ANSI/
FABRICATION: Structural steel shall be shop fabricated. Submit shop drawings
hot-dip galvanized after fabrication in accordance with AASHTO M 111 or M 232.
to ASTM A500 or A501, Grade B. All components of the bridge rail shall be
shall conform to ASTM A36. Structural tubing for rails shall conform
MATERIALS: Steel Posts, base plates, plate washers, and splice sleeves
GENERAL: The Alaska Multi-State Rail meets the TL-4 performance criteria.
A
C
T
U
A
L
F
I
L
E
R
1
4
W
A
9
1
4
2
0
1
B
r
i
d
g
e
R
a
i
l
i
n
g
D
G
N
G.32
RG3106-N14
1-lockwasher and 1-nut.
with 1-plate washer "C",
weld base stud x 2" long
43Threaded
Notes:
from approach slab curb into bridge curb.
reinforcement. Place curb reinforcement continuously
adjacent splices similar to longitudinal deck
3. Alternate longitudinal curb reinforcement to avoid
TOP FLANGE" sheets for curb reinforcement.
2. See "GIRDER SECTIONS" and "EXTERIOR GIRDER
above finish grade.211. Set top of Post 2'-8
hole (Typ.). See detail.
to completely cover slotted
PL washer "C", positioned41
washer (Typ.).
PL41w/ lock washer and
43Hexnutfor
Typ.) (See Note 3)
4CE2 (19'-8" long)
spliced 2'-0" with
2 - #4CE1 (60'-0" long)
Clr.211
AR
STATE PROJECT
SHEET
NO.
REGION
PW WA WA JEFF 91420(1)
PROJECT TEAMLEADERSCALECHECKEDBYDRAWNBYDESIGNEDBY
AR George Choubah
BRIDGE DRAWING
of
DATE
March 2017
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
CANYON CREEK BRIDGE
DRAWING NO.
18
NOT FOR CONSTRUCTIONPRELIMINARY
OLYMPIC NATIONAL PARK
CANYON CREEK BRIDGE
17
M
a
r
2
0
17
10
13
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
THRIE BEAM TRANSITION
No scale
connector
Thrie beam terminal
connector
Thrie beam terminal
back of plate
Bolt flush with
2
1 "
8
1
DETAIL E SECTION A-A
8
5
7
4
1
1
9
2
1
2
7
8
1
4
4
1
2
W8x15
DETAIL F - STEEL BLOCKOUT
2
1
1
2
1
6
8
5
7
8
1
7
4
1
1
9
431
3"
41L5"x3"x
Rail cap
5"
211 "4314
1
1
2
1
2
2
1
1
1
2
1
2
5
4
3
1
1
0
DETAIL A - CONNECTION ANGLE
211'-2 "211'-4"211
212'-8
2
1
1 "
219 8"3"
vertical leg angle
Typ.)
431'-3
3:1 slope
plate
Transition
16
3
83L4"x4'x
SECTION C-C
211 "211'-2 "211'-4"
2
1
1
4
212'-8
plate
Transition
Plate83
16
3
plate
Guardrail connection
VIEW D-D
2
1
214
4
1
4
4
3
8
1
1
0
9
plate
connection
Guardrail
DETAIL B - GUARDRAIL CONNECTION PLATE
831'-1
8
3
3
1
6
1
3
3
1
6
1
3
3
8
3
3
1
1
1
1
CC
D D
212 4"4""872
G
C
plate
connection
Guardrail
Transition section
Thrie beam to W-beam
Two Class A elements, See Note 3
3"L
End of rail cap
connector
Thrie beam terminal
TransitionplateA
A
blockout (Typ.)
6"x8"x14" wood (Typ.)
W6x9 steel post
4117'-2
3'-9" max.C End railpostL
PLAN
ELEVATION
5. This design approved for NCHRP 350, TL-4.
Adjust guardrail bolts for sliding fit.
horizontal slot in approach guardrail.214. Provide 4
3. Lap approach guardrail to prevent snags from oncoming traffic.
2. Conform to G-00, G-04S, G-25S for all guardrail details not shown.
steel to conform to ASTM A709 Grade 36.
AASHTO M 180. All H.S. Bolts conform to ASTM A325. All other
1. All guardrail and guardrail connection hardware to conform to
Notes:
8
3
2
8
5
7
8
5
7
1
8
8"2"3""414 "414 "218
431'-10"417
THRIE BEAM TERMINAL CONNECTOR
T
y
p
2'-6"
3"
8
3
3
1
6
3
6
8
5
7
1
6
3
6
slot (optional)
postbolt21"x243
slots81" x13229SeeNote4
8
5
connection plate
Guardrail2
1
4
3"x9"x1'-321
Transition plate
H.S. bolts and nuts
8
7
C
2
1" = 9'-4213Spa. @ 3'-1 "4
3" = 7'-9435Spa. @ 1'-6
holes (Typ.)
Slotted4
1"x187
jam nut
locking nut or nut and
with washers and self
8
7
CL13
16
4 total each
flange)
STEEL BLOCKOUT"
Typ.) See "DETAIL F -
W8x15 steel blockout
211'-2
Nested (2) Thrie beam rail
CONNECTION ANGLE"
See "DETAIL A -
Connection Angle,
CONNECTION PLATE"
See "DETAIL B - GUARDRAIL
Guardrail connection plate,
See "DETAIL E"
87for
Drill and tap 4 holes
16
3
16
3
Typ.)
Slotted holes
2
1"x143
End of rail cap
A
C
T
U
A
L
F
I
L
E
R
1
5
W
A
9
1
4
2
0
1
T
h
r
i
e
B
e
a
m
R
a
i
l
D
G
N
AR
G.33
RG3106-O15
STATE PROJECT
SHEET
NO.
REGION
PW WA WA JEFF 91420(1)
PROJECT TEAMLEADERSCALECHECKEDBYDRAWNBYDESIGNEDBY
AR George Choubah
BRIDGE DRAWING
of
DATE
March 2017
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
CANYON CREEK BRIDGE
DRAWING NO.
18
NOTFOR CONSTRUCTIONPRELIMINARY
OLYMPIC NATIONAL PARK
CANYON CREEK BRIDGE
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
PRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
No Scale 16 RG3106-P
REINFORCING STEEL BAR LIST
TO BE PROVIDED
G.34
A
C
T
U
A
L
F
I
L
E
R
E
B
A
R
D
G
N
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
No Scale 17 RG3106-Q
REINFORCING STEEL BAR LIST
TO BE PROVIDED
G.35
A
C
T
U
A
L
F
I
L
E
R
E
B
A
R
E
P
O
X
Y
D
G
N
EPOXY COATEDNOTFORCONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
17
M
a
r
2
0
17
10
5
2
A
M
M
P
R
O
J
E
C
T
S
A
C
C
E
S
S
W
A
W
A
J
E
F
F
9
14
2
0
1 )
B
r
i
d
g
e
M
i
c
r
o
s
t
a
t
i
o
n
B
r
i
d
g
e
D
e
s
i
g
n
F
i
l
e
s
0
0
P
R
O
J
E
C
T
S
d
g
n
NO.DATE BY REVISIONS NO.DATE BY REVISIONS
BSK As Shown
APPROACH SLAB
Notes:
8'-0"
Cu. Yd.)
Concrete
Lbs.)
Steel
Reinf.
Slab Length
ONE APPROACH SLAB
ESTIMATED QUANTITIES FOR
Width
Joint
Does not include dowels
211
Slab Width
2080
8'-0"
5APE3
Top & bottom)
2
9
0
3
6
2
8
S
p
a
@
1
0
2
8
0
5
7
S
p
a
@
6
2
8
6
5
A
P
E
2
B
o
t
t
o
m
5
A
P
E
1
T
o
p
5APE4
Typ.)
5APE5
8'-0"
7 Spa. @ 1'-0" = 7'-0"
5APE3 (Top & bottom)
6"3"
Jt.211
1'-0"
2
1
2
3
1
0
5APE1
5APE2
3'-0"
5APE6
5APE5
Match with
5APE5
1'-0"
spaced @
10 Total)
5APE4
3C
l
r
3C
l
r
2
1
2C
l
r
sheeting
Polyethylene
10 mil
95% compacted
grading D,
6" Aggregate base
See Detail A
See Detail B
2
1
4
3
1
8
3
sealer
silicon joint
Low modulus
Backer rod
Dia.4
3
Sleeper slab
Approach slab
joint material
Preformed expansion
4
1
Bridge
Begin/End
to AASHTO M282
sealant conforming
elastomeric joint
2" Deep hot poured
joint material
Preformed expansion
Approach slab
Endwall
10"10"
See Detail A
CLStructure
Begin/End Bridge
See Detail C
surface level
Roughened
Approach slab
grading D
6" Aggregate base
Wingwall
material
expansion joint
Preformed
Curb
Wingwall
2
1
material
expansion joint
Preformed
B
B
B
B
A A
PLAN
DETAIL A DETAIL B
DETAIL C
SECTION A-A
SECTION B-B
ASPHALT PLUG JOINT
felt roofing paper
30 lb. Double layer
with predrilled holes at 12" maximum.
butted segments. Centered over joint
Galvanized plate, placed in 4'-0 long
x 8" AASHTO M270 Grade3641
Aggregate/Binder
1'83Scale:
Scale: 1" = 1'
Scale: 1" = 1'
No Scale No Scale
No Scale
No Scale
A
C
T
U
A
L
F
I
L
E
A
P
P
R
O
A
C
H
S
L
A
B
D
G
N
surface
2" Hot asphalt wearing
surface
Hot asphalt wearing
G.36
RG3106-R18
Typ.)
4CE1 or #4CE2
4GE9
Match with #5APE3)
4GE9 (Typ.)
details.
See "ABUTMENT LAYOUT" sheet for dowelreinforcement2.
reinforcement details.
FLANGE," and "BRIDGE RAILING" sheets for curb
See "GIRDER SECTIONS," "EXTERIOR GIRDERTOP1.
29'-0"14
treated both sides)
sheets,161gasket (2 -
Compressed synthetic sheet
approach slab
total width of
polystyrene,
6" x 6" Expanded
NOT FOR CONSTRUCTIONPRELIMINARY
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATESCALECHECKEDBYDRAWNBYDESIGNEDBYREVISIONSNO.DATE BY REVISIONS NO.DATE BY
AR George Choubah March 2017
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
OLYMPIC NATIONAL PARK
REGION
CANYON CREEK BRIDGE
DRAWING NO.
PW WA WA JEFF 91420(1)
18
70PLANINHAND04182017
FOOTNOTE:
MITIGATION QUANTITIES
STABILIZATION AND HABITAT
TABULATION OF BANK
1]
2]
3]
H.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
T
a
b
u
l
a
t
i
o
n
d
g
n
WA JEFF 91420(1)
1
0
1
6
A
M
2
5
M
a
y
2
0
1
7
C
C
o
n
r
a
d
0
5
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
CHANNEL PLUG) pay item.
Subsidiary to the 64703-8000 MITIGATION, BANK STABILIZATION
Stabilization (Wood Buffer w/ Dolosse) unit.
assumes 4 deflector log bundles with dolos per Mitigation Bank
Provide additional deflector log bundles with dolos as needed. Quantity
WOOD BUFFER w/ DOLOS) pay item.
Subsidiary to the 64703-8000 MITIGATION, BANK STABILIZATION
CULVERT QUANTITIES
TABULATION OF MP 4.0 AOP
H.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
T
a
b
u
l
a
t
i
o
n
4
d
g
n
WA JEFF 91420(1)
8
3
0
A
M
2
5
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
245
245
245
2
4
5
4 5
2
4
5
2 4 5
245
245245
245
2
4
5
245
245
245
245
245
245245
245
2
4
5
245245
245
245
245
245
245
245
245
245
245
245
245
2
4
5
245
245
245
2
4
5
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
245
250
250
250
250
250
250
250
250250
250
2
5
5
255
255
255
2
5
5
255
255
2
5
5
255
255
255
255
255
260
260
260 260
260
260
260
260
260
260
2
6
0
2
6
0
2
6
0
260
260
2
6
0
260
260260
260
260
260
2
6
0
260
260 260
2
6
0
260
260
260
260
2
6
0
260
260
260
260
260
260
2
6
0
2 6 0260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
260
265
265
265
265
2
65
265
265
265
265265
265
265
265
265
2
6
5
2
6
5
265
265
265
265265
270
270
270270270
2
7
0
270
270
270
275
280
CP
14102
CP
14101
10 15
N
Existing road
Existing pavement edge
LC
Stream bank toe
Wood buffer
Existing road surface
Start wood buffer
Sta. 11+58.52, RT 145.04'
End wood buffer
Sta. 15+39.03, RT 45.76'
50 year water surface profile
Flow
Existing river bed contour
CUYD
EXC.
CUYD
EMB.
17+0016+0014+0013+0011+0010+00 12+00 15+00
255
245
235
265
255
245
235
265
240
250
260
270
240
250
260
270
30'±
30'±
Start wood buffer
Sta. 9+63.45, RT 216.86
6 Wood Buffer w/ Dolosse units
Temporary work pad
H.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
a
d
g
n
WA JEFF 91420(1)
8
0
2
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
A
A
A
A
A
A
240
240
245
2
5
245245245
245
245
245
245
245
245
245 250250
250
250
250
250250
250
250
250250250250
250
250
250
250
250
250
250
2
5
0
250
250
2
5
0
250
255
255
255
2 5 5
255
255
255
255
25
5
260260
2
6
0
260260260
260
260
260
265
265
26526
5
265265
265
265
265
270
270
270
270
2700270270270270
270
270
270270270
270270
270
275
275
275 275
275
275
275275275275275280280280
2
8
0
2
8
0
280280280280280
285285
285
28528
5
2852
8 5
2
8
5
285
285 290
2
9
0
2
9
0
290 290
290
295 2 9 5
295
2
5
300
300
300
300
3 0 5
305
310310
CUYD
EXC.
CUYD
EMB.
235
245
255
265
275
35+0030+00 31+00 32+00 33+00 34+00 36+00 37+00 38+00
235
245
255
265
275
Existing ground
N
Existing road
Existing pavement edge
LC
50 Year water surface profile
Stream bank toe
Wood buffer
Existing river bed contour
Flow
280
270
260
250
240
280
260
250
240
270
Start wood buffer
RT 48.04'
Sta. 30+93.41, RT 78.43'
Sta. 38+21.38,
CP
14105
UP
T
T T
UP
14105
321
T
T T
3 0 35
2 Wood Buffer w/ Dolosse units 3 Wood Buffer w/ Dolosse units 2 Wood Buffer w/ Dolosse units
H.4
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
b
d
g
n
WA JEFF 91420(1)
8
0
4
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
Temporary work pad
A
A
A
AAA
A
CP
14106
T
UP
T T
CP
14106
T
T T
40 45
CUYD
EXC.
CUYD
EMB.
235
245
255
265
275
43+0038+00 39+00 40+00 41+00 42+00 44+00 45+00 46+00
235
245
255
265
275
Existing ground
N
Existing road
Existing pavement edge
LC
50 Year water surface profile
Stream bank toe
Wood buffer
Existing river bed contour
Flow
280
270
260
250
240
280
260
250
240
270
Sta. 38+52.31, RT 75.17'
Sta. 45+85.33, RT 65.54'
32' ±
245
245
245
245
245
245245
245
245
2 4 5
245245
245
250250250250250250
250
250
250250250
250
250
250
250
250250
250250
250250
255
255
255 255 255
255 255
255
2 5 5255255260
260
260
260
260260
260
260
2 6 5265
265
265265265
265
265
265
265
265
2 7 0
270
270270
270
270270
270
270
270
270
270
275
275
275 275
275
2 7 5 2 7 5
275
275
280
280
280
2 8 0
280
280
280
280
280
285
285
2 8
52852
8
5
2 8 5
285
285
285
285
290
2
9
0
290
290
2 9 0
2
9
0290290
2
9
0 290
295
2
9
5
295
295
2
95
295
295
295
5
2
9
5
295
3
00
300
300
3
0
0
300
300
300 0
300
300
305
305
3 0 5
3
0
5
305
3 0 5
3
0
5305
305
3 0 5
305305310
310
310
310 3 1 0
310
3
10 310
315
315
1
315
315
320
3 2 0
320
325
3 2 5
330
3 3 0
330
335
3 3 5
335
340
4 0 3 4 0
3
45
345
3 5 0 3 5 0355365365
370
3
7
0
380
3 Wood Buffer w/ Dolosse units 4 Wood Buffer w/ Dolosse units
Temporary work pad
H.5
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
c
d
g
n
WA JEFF 91420(1)
8
0
8
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
A
A
A
A
AA
A
A
A
245 245
245245245245245
245
245
245
245250250250250250250
250
250
250250
2
50250250
250
250
250
255
255
255
255
2
5
5 255
255
255
2 5 5
255
255
255255
255255255255255255255260260
260
2
260
6
260260
260 260260265265
265
265
265
265265265265265265
265
2
6
5
270
270
270
270
270
270
2
7
0
27
02702702
7 5
275
275
2752752752752752752
8 0
2
8
0
280
280
280
280
2
8
0280285285
285
2
8
5
285
2 8 5
285
285
28529
0
290
290
2
9
0
290 290 290
2
9
0
295
2 9 5
295
2
9
5 295
295 295
295
300
300
3 0 0
300
300
300
3 0 0
3
0
0
300
305
305
5
305 305
305 305
310
3 1 0
310
3
1
0
310
310 310
3 1 5
315
315
315
320
3 2 0
320
0
320
320325
325
325
325
330
3 3 0
330
330
335
335
335
335
340
340
340
3 4 0
345
345
345
350
3 5 0
3
5
0
355
355
3
6
0
360
3 6 5
3
7
0
3 7 0
3753
8 0
260
265265265265265
265
270270270270275275280280285285A
A
A
A
A
A
A
A
A
CP14107CP14108UPTTTUP1410714108TTT5
0
CUYD
EXC.
CUYD
EMB.
51+0046+00 47+00 48+00 49+00 50+00 52+00 53+00 54+00
235 235
Existing road
Existing pavement edge
LC
50 Year water surface profile
Stream bank toe
255
265
245
275 275
265
255
245
End wood buffer
Sta. 53+50.46, RT 75.27'
Existing road surface
Existing river bed contour
Flow
280
270
260
250
240
280
260
250
240
270
10'
Sta. 46+19.67, RT 64.59'
Wood buffer
Proposed 16' X 16' AOP culvert
Proposed 16' X 16' AOP culvert
10'
4 Wood Buffer w/ Dolosseunits3WoodBufferw/ Dolosse units
Temporary work pad
H.6
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
d
d
g
n
WA JEFF 91420(1)
8
3
0
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
N
365
3
3
0
335
335
340
345
350
355
355
355
360
360
310
3
1
0
310
310
310
3
1
0
310 310
3
1
0
310
3
1
0
3
1
0
3 1 0
310
310
310
310
310
310
310
310
310
310310
3
1
0
310
310
310
310310
310
3
1
0
310
310
310
310
310
310
310
3 1 5315315
315315
315
3 1 5
315
315
3
15320
3
2
0
320
320
320
320
320
320
3 2 0
320
325
3
2
5
3
2
5
325
325 325
325 325
325
3
2
5
3
5
325
325
325
325
3
3
0
330
330
330
330330
3
3
0
330
3
3
0
3
3
0
330
330
330
330
330
330330
330
330
330
330
335
3
3
5
335335
335
335
335335
3
3
5
335
335
335
3
4
0
340
340
340
340
340340
3
4
0
3
4
0
340
340
345
345
3
4
5
3
4
5
3 4 5
345
345
3
4
5
345
345
350
350
350
350
3
5
0
3
5
0
350
350
3
5
5
3
5
5
355
355
355355360
3
6
0
360
360
36 0
365
370
370 375
CP
14203
CP
14204
T
T
85
3 Wood Buffer w/ Dolosse units
Existing pavement edge
End wood buffer
Sta. 83+52.32, RT 59.83'
Wood buffer
Existing river bed contour
surface profile
50 Year water
Existing road surface
Stream bank toe
30' ±
3
0'
Start wood buffer
Sta. 79+93.79, RT 128.59'
Line to be constructed
N
Flow
F
l
o w
Temporary work pad
77+00
H.7
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
e
d
g
n
WA JEFF 91420(1)
8
2
4
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
320
300
330
340
350
310
290
360
370
320
300
330
340
350
310
290
360
370
79+00 80+00 81+00 82+00 83+00 84+00 84+0078+00
A
A
A
CP
14206
Existing road
Start wood buffer
Sta. 97+57.95, RT 75.33'
Existing pavement edge
Wood buffer
Stream bank toe
surface profile
50 Year water
Existing road surface
End wood buffer
Sta. 98+46.74', RT 94.17'
Existing river bed contour
N
Fl
o w
1 Wood Buffer w/ Dolosse units
H.8
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
f
d
g
n
WA JEFF 91420(1)
8
2
3
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
101+00
340
350
360
CUYD
EXC.
CUYD
EMB.
320
300
330
310
290
370
102+0099+0094+00 95+00 96+00 97+00 98+00 100+00
320
300
330
340
350
310
360
370
320
300
330
340
350
310
290
360
370
9 5 315 315 315315315315
315315315315315
315
315
3 1 5
315
315
3
1
5
315
315
315
3 1 5
315315
315
315
315
315
315
315
3
1
5
315
315315
315
315 315
315
315
315
315
315
315
315
315
315
320
320 320
320
3 2 0
320
320
320
325
325 325
325
3 2 5
325
325
325
325
325
325
330
330
330
3
3
3
0
330
330
330
330
335
335
335
335
335
335
335
335
3 3 5
3
3
5 3353
35
335
3
3
5
340 340
3 4 0
3
4
0
3
4
0
340
340 340
3 4 0
3
4
0
340
340
3
4
0
3 4 0
340
340
340340
340
340
340
340
340
340
340
340
340345
3 4 5
345
345345
345
350 350
A
H.9
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
g
d
g
n
WA JEFF 91420(1)
2
2
5
P
M
2
5
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
OHW
8'-4"
DETAILS
WOOD BUFFER w/ DOLOSSE
BANK STABILIZATION
Dolos
Place deflector
logs to min. design elev,
per plan, repeat Layer B as needed
Dolos, center in log bundle
Deflector log bundle
Deflector log bundle
Notes:
Deflector log-dolosbundleExistingbanktoe
Existing bank toe
Existing bank top
Existing bank top
Defector rootwad, 7
Deflector rootwad, random, 7
ELJ unit limits
ELJ unit limits
Deflector log bundle, random, 15
Deflector log bundle, 10
Layer A
elements
buffer bottom within 1 foot of nearest water surface elevation.
Excavate and conserve streambed material as needed for setting wood
6 defector rootwads.
Layer B; 15 randomly placed deflector log-dolos bundles and
space between fill logs and deflector logs.
vegetation, 1-inch to 8-inch diameter, tightly pack into void
Coarse woody debris; even mixture of branches, limbs, trunks,
weight.
Deflector log bundle; 110 to 150 ft3 total log volume, 16,000 lbs dolos
attached rootwad.
Deflector rootwad; 20 to 22 feet trunk, 18 to 37-inch diameter with
attached rootwad.
Deflector log; 20 to 22 feet trunk, 18 to 37-inch diameter without
6.
5.
4.
3.
2.
1.
5' min.
Match
existing grade
NO SCALE
Flow
Wrap each log
bundle and dolos
trunk with chain
Wrap each log
bundle and dolos
trunk with chain
75'-0"
2
0
0
Flow
4
5
2
0
t
o
2
3
7
t
y
p
50-year W.S.
3
m
i
n
Existing embankment
pavement edge
Existing road
8
4
1
8
3'-0"
Fluke
Trunk
Per plan
DOLOS DETAIL
TYPICAL SECTION
LAYER A PLAN
LAYER B PLAN
Existing channel bottom
L
a
y
e
r
B
Existing road CL
over deflector logs
Placed coarse woody debris, min. 1'
DETAIL
TYPICAL DEFLECTOR LOG-DOLOS BUNDLE
Layer A
Geotextile, class 1C
A
A
A
A
Set trunk base on channel bottom
H.14
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
h
5
d
g
n
WA JEFF 91420(1)
8
5
8
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
OHW
Deflector log bundle
Deflector log bundle
Defector rootwad, 5
Deflector log bundle, 7
4.
3.
2.
1.
DETAILS
CHANNEL PLUG
Deflector log bundle
space between fill logs and deflector logs.
vegetation, 1-inch to 8-inch diameter, tightly pack into void
Coarse woody debris; even mixture of branches, limbs, trunks,
Deflector log bundle; 110 to 150 ft3 total log volume.
attached rootwad.
Deflector rootwad; 20-foot min. trunk, 18 to 37-inch diameter with
attached rootwad.
Deflector log; 20 to 22-foot trunk, 18 to 37-inch diameter without
NO SCALE
Flow
Wrap each log bundle
trunk with chain
Wrap each log bundle
trunk with chain,
center in log bundle
50-year W.S.
20'-0"
4
m
i
n
Do not disturb existing vegetation
Do not disturb
existing vegetation
NOTE:
TYPICAL SECTION
Existing channel bottom
over deflector logs
Placed coarse woody debris, min. 1'
A
A
on subgrade
excavate as needed for setting flush
Set trunk base on channel bottom,
Temporary access road
random spacing
3 per channel plug,
Doug fir planting,
3' random spacing
method,
single group
Pole planting,
Deflector rootwad
5
m
i
n
DETAIL
TYPICAL DEFLECTOR LOG BUNDLE
80'-0"
1
2
0
Placed riprap, Class 5, 120 cy
Placed riprap, Class 5, 120 cy
PLAN
Existing embankment
H.15
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
p
d
g
n
WA JEFF 91420(1)
1
1
0
0
A
M
3
0
M
a
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
OHWOHW
placing conserved streambed material.
Do not excavate existing stream bank or bottom when
streamed material.
Do not disturb existing trees when placing conserved
2.
1.
2'-0"8'-0"
2'-0"8'-0"
TYPICAL SECTIONS
BANK STABILIZATION
GRAVEL-COBBLE
NOTE:
method
single group
Pole plantings,
Placed conserved gravel-cobble toe
NO SCALE
Flow
Flow
2' to 3'
2' to 3'
3
5
to
5
0
20'-0" +/-
PLAN
SECTION A
A
A
B
B
SECTION B
C C
SECTION C
1
1
Stream bank toe
Set hingeline at OHW
Stream bottom
Set hingeline at OHW
Placed gravel-cobble toe
Stream bottom
Set hingeline at OHW
Existing embankment
Stream bottom
gravel-cobble crest
Placed conserved
trench method
Pole plantings,
gravel-cobble
Placed conserved
trench method
Pole plantings,
trench method
Pole plantings,
elev 6830
gravel-cobble crest,
Placed conserved
trench method
single group or
Pole plantings,
Bank toe at OHW
gravel-cobble crest
Placed conserved
gravel-cobble
redistribute as placed conserved
conserved gravel-cobble,
Temporary work pad,
gravel-cobble
Placed conserved
Elevation 6830
gravel-cobble crest
Placed conserved
H.14
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
q
d
g
n
WA JEFF 91420(1)
3
3
4
P
M
1
7
A
p
r
i
l
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
0 10 20 30 40 50 607060504030201070
270
260
250
240
8090100110120130140150 80 90 100 110 120 130
2
50 50
HYDRAULIC INFORMATION OUTLETINLETPIPE
FISH SPECIES:
INSTREAM WORK WINDOW:
INFILL TYPE: SBM TYPE: Conserved
PLAN & PROFILE
MP 4.0 AOP CULVERT
Q : 71 cfs
Q : 150 cfs
ACTIVE CHANNEL WIDTH: 12 feet
N
SCALE IN FEET
01010 20 25
INV N/E/EL: 245.8 INV N/E/EL: 245.8
BURIAL DEPTH: 10.0 feet BURIAL DEPTH: 5.4 feet
BEVEL: 2.0(h):1(v)BEVEL: 2.0(h):1(v)
HEADWALL: Precast Conc./Riprap HEADWALL: Precast Conc./Riprap
LOWER BEVEL HEIGHT: 14.0 feet LOWER BEVEL HEIGHT: 9.0 feet
TYPE: Precast Concrete SPAN: 16'-0"RISE: 16'-0"
WALL THICKNESS: 10 in
PIPE SLOPE: 0.0 ft/ft FLOWLINE SLOPE: 0.12 ft/ft
LENGTH: 40 feet
F
l
ow
F low
OHW: 1.2 feet
HW : 4.4 feet
Hoh River
50-year water surface, 460.0
OHW, 252.6
H o h R iv er
LCExistingroad
locate as needed
Temporary flow barrier,
Existing stream bottom
New precast wingwall
Flowline
material
Conserved streambed
Match existing stream bottom
Elev 263.8'
Elev 241.8'
L=40')
concrete box culvert
New 16' x 16' precast
0.12Ft/Ft
New precast wingwall
Elev 244.8'
1
1
transition to existing stream channel
shape and locate for smooth
New stream channel CL, 70 L.F.,
locate as needed
barrier,
Temporary flow
LC
LC
locate as needed
Temporary flow barrier,
grade contour
Existing
Placed riprap, class 3
Existing road
New culvert
Placed riprap, class 3
L-8')
New precast wingwall
L-24')
New precast wingwall
L-40')
concrete box culvert
New 16' x 16' precast
elev 254.0
locate as needed,
Temporary flow barrier,
Proposed wood buffer
Elev 263.8'
214 '-3 "214 '-3
Elev 251.8'
Elev 258.8'
2
6
0
2
6
0
260265
270
275275T
A
CULVERT INLET
CULVERT OUTLET
H.15
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
r
d
g
n
WA JEFF 91420(1)
3
3
5
P
M
1
7
A
p
r
i
l
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
ELEVATIONS
MP 4.0 AOP CULVERT
Elev 241.8'
New precast wingwall
Elev 251.8'
Existing stream bottom
Flowline
Placed riprap, class 3
concrete box culvert
New 16' x 16' precast
Culvert/channel CL
Culvert/channel CL
Existing 66" CMP
Placed riprap, class 3
concrete box culvert
New 16' x 16' precast Flowline
Elev 258.8'
New precast wingwall
Existing 66" CMP
5'-0"
3
0
material
Conserved streambed
material
Conserved streambed
2
0
TOW, elev 263.8'
TOW, elev 263.8'
Existing grade, upstream
Match existing road surface
Match existing road surface
50-yr WS
2-yr WS
50-yr WS
2-yr WS
Floor elev 244.8'
Floor elev 244.8'
Not to scale.
H.16
STATE PROJECT
NUMBER
SHEET
WA JEFF 91420(1)
3
3
5
P
M
1
7
A
p
r
i
l
2
0
1
7
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
6
w
a
a
2
0
1
3
0
2
0
e
s
d
g
n
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
plate assembly
Welded connection
Headed Stud
GENERAL NOTES:Varies
15°
Non-shrink grout
V
a
r
ie
s
3
4½"
gap
8
4¼"
831 ref.
ref.
1
foam gasket
Closed cell
rope
1¼" mastic
box culvert
Inside of
box culvert
Outsideoftopandsides
outside joint) on
mastic joint wrap
Grout and 9" wide
TYPICAL STRUCTURAL DETAILS
PRECAST BOX CULVERT
along slope both sides (typ.)
21#2" x 21#2" Bevel
per manufacturer)
wire mesh (typ.)
6"x6"xW1/4"2
connection plates (typ.)
Embedded
Weep holes (typ.)
CONNECTION PLATE DETAIL
WATERTIGHT BOX JOINT SECTION
WINGWALL DETAIL
Bearing capacity: 2 ton/sq. ft.
Unit weight: 125 lbs/cu. ft.
SOIL:
Provide 2-inch minimum concrete cover to the face of any bar.
ASTM A1064.
ASTM, A615) grade 60, or welded wire reinforcing conforming to
Furnish reinforcing steel bars conforming to AASHTO M31, deformed
REINFORCING STEEL:
Chamfer all exposed edges 3/4-inch.
compressive strength f'c=5000 psi.
Furnish structural concrete, class A(AE) with minimum 28-day design
CONCRETE:
HL-93.
LIVE LOAD:
Soil: 125 lb per cubic foot.
Concrete: 150 lb per cubic foot.
DEAD LOAD:
AASHTO LRFD Bridge Design Specifications, latest edition.
Design stem walls, headwalls, wingwalls, and footings in accordance with
Design precast culverts in accordance with Section 602.
DESIGN:
Install tie rods or connector plates per manufacturer between precast sections.
See section 104.
grades shown in the plans and provide shop drawings for review by the CO.
Provide precast concrete culverts conforming to the dimensions, lines, and
of Roads and Bridges on Federal Highway Projects, FP-14 (U.S. Customary).
Federal Highway Administration Standard Specifications for Construction
Detail is for general information only.
CONSTRUCTION:
Precast footing
O Ring if required
1 1/4" dia. hole for 1" dia. joint tie
over pipe joint
Do not install fastener
1'-3" min.
1'-5" max.
2
m
a
x
t
y
p
i
c
a
l
2'-9 1/2" max.
2' -6 1/2" min.
precast
permitted when
Tapered holes
SUPPLEMENTAL CONCRETE PIPE TIE
H.17
STATE PROJECT
NUMBER
SHEET
WA JEFF 91420(1)
D
A
T
E
P
A
T
H
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
SECTION A-A
DETAILS
BOX CULVERT RIPRAP
TYPICAL CULVERT & STREAM CHANNEL PROFILE
CULVERT INLET/OUTLET ELEVATION
25101-0400
20701-0200
RIPRAP QUANTITIES
Flow
TYPICAL CULVERT PLAN
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"5'-0"
Per plan
5'-0"
1
1 V
a
r
i
e
s
ELEVATION
TYPICAL OUTSIDE WINGWALL FACE
ELEVATION
TYPICAL INSIDE WINGWALL FACE
5'-0"
5'-0"
2
0
1
Varies
Not to scale
1
1
1
Varies
5'-0"
2
0
1
1
1
1
2
0
1
Varies
1
Per plan
Per plan
1
Per plan
Varies
1
1
1
Per plan
5'-0"
2 '-
0 "
2
0
Per plan
Varies
Geotextile, class 1-C
Geotextile, class 1-C
Geotextile, class 1-C
Geotextile, class 1-C
Geotextile, class 1-C
Geotextile, class 1-CGeotextile, class 1-C
Placed riprap, class 3
class 3
Placed riprap,
class 3
Placed riprap,
class 3
Placed riprap,
Placed riprap, class 3
Placed riprap, class 3
CL culvert & stream
CL culvert & stream
CL culvert & stream
Existing stream bottom
Existing stream bottom
bank top
Stream
bank top
Stream
bank top
Stream
bank top
Stream
Proposed road grade
Proposed road grade
bank top
Stream
Box culvert headwall
Box culvert headwall
headwall
Box culvert
headwall
Box culvert
footing
Wingwall
Wingwall footing
Wingwall footing
Wingwall footing
Wingwall footing
footing
Headwall
Wingwall
Wingwall
Wingwall
Wingwall top
Placed riprap, class 3
A
A
outside face
Wingwall
Wingwall insidefaceWingwallinsideface
Stream bank toe
Stream bank toe
wall
Box culvert
NOTE:
for transition to existing bank top and toe.
1. Place conserved streambed material over riprap as needed
class 3
Placed riprap,
Grade break
Grade break
2
0
2
0
Placed riprap, method A, class 3
Separation- stabilization geotextile, class 1, type C
NO SCALE
1 SECTION A-A
Flow
sediment
Streambed
D2
1
SECTION B-B
PLAN
LC
F
l
o
w
2
Culvert wall
Channel flowline
A A
B
B
NOTE:
FOOTNOTE:
1
Streambed cobble
2
D
D
t
y
p
D
t
y
p
4
1
typ.)
typ.)
3
Streambed sediment
36" min.
3.
2.
1.
orLengthonplansheet
4
2
3
4
5
Round pipe culvert wall
Streambed top
LOCATION
each)
STONE
HABITAT
ft)
D
ft)
W
in)
GRADATION
COBBLE
STREAMBED
INFILL INFORMATIONAL QUANTITIES
cuyd)
COBBLE
STREAMBED
cuyd)
SEDIMENT
STREAMBED
5
Round culvert
Pipe arch culvert
Culvert outlet
Culvert inlet
12 Class E 9
WA
W
Bank stone
Bank stone
14
cuyd)
STONE
BANK
CULVERT INTERIOR TREATMENT
SIMULATED STREAM
Streambed sediment
Streambed cobble
Channel flowline
Pipe arch culvert wall
Box culvert wall
1
8
b
u
r
i
a
l
d
e
p
t
h
b
u
r
i
a
l
d
e
p
t
h
16 30
boulder
Fish passage
boulder
Fish passage
boulder
Fish passage
in +/- 4)
BOULDER DIAMETER
FISH PASSAGE
Stagger in-channel fish passage boulder within the culvert span.
streambed cobble, and bank stone gradations.
See special contract requirements for streambed sediment,
Mix streambed cobbles evenly throughout streambed sediment.
Material.
Quantities included in Item 64704-1000 Mitigation, Streambed
18-inches or as specified on plan sheet.
smallest dimension.43Embedfishpassageboulderswithinactivechannel
streambed sediment.
Construct well defined banks with bank stone and
parabolic shape.
Slope streambed aggregate towards flowline to ensure
80170MP4.0 AOP Culvert
H.18
STATE PROJECT
NUMBER
SHEET
JEFF 91420(1)
D
A
T
E
P
A
T
H
X
X
X
X
X
C
h
e
c
k
e
d
b
y
X
X
X
X
X
D
e
s
i
g
n
e
d
b
y
H.19
STATE PROJECT
NUMBER
SHEET
WA WA JEFF 91420(1)
D
A
T
E
P
A
T
H
C
h
e
c
k
e
d
b
y
J
N
e
i
g
h
o
r
n
D
e
s
i
g
n
e
d
b
y
N
PLAN
ELEVATION
Q Vel.
500Q
100Q
50Q
2Q
SLOPE PROTECTION
CLASS: 4
WS ELEV.
76+00 76+50 77+00 77+50 78+00 78+50
360
SCALE IN FEET
4020010
340
320
300
360
340
320
300
PLAN AND PROFILE
TOWER CREEK BRIDGE
TYPE: Riprap
20
7 7 7 8
F
l
o
w
F
l
o
w
proposed channel
Bottom edge of
stream channel
Centerline proposed
Width 20'
Channel Bottom
Degraded
El. = 345.10
Min. low chord
Placed Riprap, Class 4
El. 344.10
El. 327.80
centerline
El. = 333.80 @ road
Proposed channel bottom
at road centerline
Existing ground
El. = 342.10
50-yr WS
at road centerline
Proposed finish grade
70' Waterway 1
669
538
481
229
8.9
8.4
8.1
6.5
342.6
342.2
342.1
341.2
DEPTH: 5 ft.
SLOPE: 1.75(h):1(v)BOTTOM EL.: 327.8 ft.
TOP EL.: 344.1 ft.
Width 20'
Degraded
Width 41'
Channel Bottom
5 '
6
Width 41'
Channel Bottom
Channel Bottom El. = 333.8
N 315090.45, E 833347.64
Sta 77+47.29
REMARKS: Scour includes long-term degradation.
Centerline
Proposed Roadway
2
1
1.75
500); 324.9 ft. (Q100TOTALSCOUREL: 325.3 ft. (Q
360
330
335
340
4
5
355
3 5 0
3
5
0
355
335
3
4
5
350355
355
360
65
H.20
STATE PROJECT
NUMBER
SHEET
WA WA JEFF 91420(1)
D
A
T
E
P
A
T
H
C
h
e
c
k
e
d
b
y
J
N
e
i
g
h
o
r
n
D
e
s
i
g
n
e
d
b
y
N
PLAN
ELEVATION
Q Vel.
500Q
100Q
50Q
2Q
SLOPE PROTECTION
CLASS: 4
WS ELEV.
CL
F
l
o
w
107+50 108+00 108+50 109+00 109+50 110+00
430
SCALE IN FEET
4020010
410
390
370
430
410
390
370
TYPE: Riprap
20
PLAN AND PROFILE
CANYON CREEK BRIDGE
110
F
l
o
w
proposed channel
Bottom edge of
stream channel
Centerline proposed
Width 20'
Channel Bottom
Width 20'
Channel Bottom
El. = 402.00
Min. low chord
Placed Riprap, Class 4
El. 401.00
El. 394.30
centerline
El. = 395.63 @ road
Proposed channel bottom
at road centerline
Existing ground
El. = 398.7
50-yr WS
at road centerline
Proposed finish grade
626
504
450
215
9.3
8.7
8.5
6.8
399.3
398.9
398.7
397.8
TOP EL.: 401.00 ft.
BOTTOM EL.: 394.30 ft.
31' Waterway
Upstream Alignment Option)
Proposed Roadway Centerline
1
5
1.5
1.75
1
4
SLOPE: 1.75(h):1(v)
DEPTH: 5 ft.(4 ft. bottom)
Channel Bottom El. = 395.63
N 313505.32, E 845200.69
Sta 108+95.16
REMARKS: Scour includes long-term degradation.
500); 377.1 ft. (Q100TOTALSCOUREL: 390.2 ft. (Q
430
430
430
430
425
4
2
0
4
1
5
4
1
0
4
0
5
4
0
0
395
4 0 0 4 0 5 4 1 0 4 1 5 4 2 0
425
40
0
405415420420430
I.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
a
d
g
n
WA JEFF 61420(1)
7
1
4
A
M
2
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
TABULATION OF QUANTITIES
ROADSIDE
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
213'-8
PLAN @ ABUTMENT
T
a
p
e
r
2
1
4
slotted holes
32
29" x8
1(8) 1
219'-4" = 213spac. @ 3'-1
LCPost
1'-0"21SCALE:
4
1
1
2
2
1
3
2
1
3
TERMINAL CONNECTOR
2"4"4""
414 "414
417
2'-6"
3"3
1
0
G
a
1'-0"21SCALE: 1
slotted holes
long2
1" x24
3
x 2'-6"83L4"x 3" x
Ø A325 bolts, typ.8
7(3)
W-Beam guardrail
W8x24 Post
2
1" x1083L4" x 4" x
16
3
16
3
L
Ø Guardrailbolt85
1'-0"21SCALE: 1
2"
x 4" x 2'-6"8
3P
SECTION A-A
thru 1" Ø holes in rail tubes, typ.
washers, nuts and jam nuts
Ø A307 boltswith87(8)
W-Beam Guardrail
with 6" x 8" timber blocks (typ.)
Transition posts will be steel
1'-6"
ELEVATION VIEW
6'-0" long post (typ.)
PostLC
Curb taper
A
A
2-W-Beam type 4 (Weathering) - class B (10 gauge)
SCALE: NTS
Assembly Detail A
See Transition
Guardrail connection plate
1
7
431'-1
1
6
3
5
1
6
3
5
8
5
8
16
3Typical
TRANSITION ASSEMBLY
DETAIL A
DETAIL B
DETAIL C
2
1
1
1
4
3
1
0
41L3"x 3"x
41L3"x 3"x
67°
165L5"x 5"x
4
1
1
4
1
1
2
1
2
5"
211
431
2
1
2
2
1
1
1
1
7
holes (typ.)
Slotted
4
3" x187
2
1
9
2
1
9
3"
2
1
1
2
1
1
1
4
5"
851
833
7
8 8"x 23 "
Slotted hole
See Detail B
See Detail C
Connection plate
with back of plate
Bolt to be flush
8
1
2
1
Connector
Terminal
W-Beam
431'-3
831'-10
connection plate
Guardrail
Transition plate
3:1
83PL16
3
16
3
16
3
212'-8
211'-4"211'-2
1"Ø Hole, typ.
4
211
2
1
1
typ.
DETAIL G
connection plate
Guardrail
4
1
4
214
2
1"
4
1
4
2
1
1
5
2
1
1
5
4
1
5
4
1
5
2
1
3
2
1
3
connection plate
Guardrail21
Ø H.S. bolts87(3) 1"Ø Holes for
Ø H.S. bolts, see DetailG87
Drill and tap 2 holes for
9
4
3"x 9"x 1'-321P
Transition plate
L
831'-1
212 "872
4"4"
HH
G
GUARDRAIL CONNECTION PLATE
DETAIL D
see Detail D
Connection plate,
EDIT
DETAILS
APPROACH RAILING
BRIDGE
I.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
2
0
r
a
d
g
n
WA JEFF 91420(1)
1
3
8
P
M
1
8
J
a
n
u
a
r
y
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70PLANINHAND04182017
1.
2.
3.
4.
5.
When encountering impenetrable material, see
are specified.
See Special Contract Requirements when the alternative hole
arrangement is specified.
Install reflector tab between post bolt and rail, every fourth post.
Alternate reflector tab shapes are acceptable.
Dimensional tolerances not shown or implied are intended to be
those consistent with the proper functioning of the part,
including its appearance, and accepted manufacturing practices.
A
spacing, center to center
A
8 required, each end of rail
Thickness
Sheet
slots
Splice bolt
Neutral axis
Splice bolt slots
SECTION A-A
CL
RAIL ELEVATION
W BEAM RAIL
L Thread Length
GUARDRAIL BOLT AND RECESS NUT
recess both sides
L
POST BOLT ASSEMBLY
Post and block
W beam rail
guardrail bolt
nut by more
extend beyond
Thread not to
on terminal sections
All posts except those
Post length stamp
o
r
g
r
o
u
n
d
l
i
n
e
o
f
p
a
v
e
m
e
n
t
STANDARD HOLE ARRANGEMENT
POST AND BLOCK DETAIL
future overlays
to accommodate
raising guardrail
Upper 2 holes for
ALTERNATE HOLE ARRANGEMENT
POST AND BLOCK DETAIL
on each side of block
16d galvanized nail
Toenail with one
Hinge line of foreslope
steeper than fill slope
Variable slope but not
V a
ri
a b
l
e
fill
sl
o p e
REFLECTOR TAB
See Note 4)
TYPICAL GUARDRAIL CROSS SECTION
1:10orflatterslope
bolts and nuts (8 per splice)
Traffic
Lap in direction of traffic
groundline at face of rail
Edge of pavement or
POST SPACING
STANDARD POST SECTION
rail as applicable
ground line at face of
Edge of pavement or
terminal sections
approach and departure
Widening required for
Subgrade shoulder.
NO SCALE
Symmetrical
about
placed front and rear
Reflective sheeting
617-10
STANDARD APPROVED FOR USE 1/1994
DRAFT: 10/2013
REVISED: 4/1994 6/2005
WOOD POSTS
G4 W-BEAM GUARDRAIL
See Special Contract Requirements when 7 foot or longer posts
Standards 617-13 or 617-24.
6'-0
5
2
2
t
y
p9
dia. holes (typ.)4
3
deep41" high and211
6'-0
2
3
t
o
e
d
g
e
plain round washer.431
recessnut85
21than
dia. hole43
8"8"
7
x 18"8
5
splice bolt slot.8
1" x13229
post bolt slot at 6'-3"2
1" x243
GUARDRAILBOLT8
5
411
25"
18"
10"
2"
minimum811
minimum431
4" minimum
4" minimum
4" minimum
RECESSNUT8
5
deep1611" dia. x
guardrail splice4
1" x185
x 18" guardrail postbolt85
t
yp.)
8"(
typ.)6"
typ.)
6"t
yp.)
8"
t
y
p
7
2"
3"
4
32
5
2
1
1
4
3
STATE PROJECT
NUMBER
SHEET
I.3
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
b
S
t
d
6
1
7
1
0
d
g
n
4
0
6
P
M
6
J
u
n
e
2
0
1
6
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
NOTE:
10°
shown on Typical Section
Aggregate base or as
4
1
1
2
4
1
3
1
6
9
4
3
32171
32
29
16
1
1
413
R1615
32
29
2""414"414
16
1"
1633
Post spacing 6'-3"
16
11"
411
2
9
1
2
9
1
See Note 2
2'-0" (typ.)
16
5
32
7 "
1
6
1
5
8
5
8
1
1
1651
S
e
e
N
o
t
e
2
6
0
t
y
p
1
4
R1615
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
STANDARD APPROVED FOR USE 1/1994
DRAFT: 5/2014
REVISED: 4/1994 6/2005
617-15
ASSEMBLY DETAILS
MELT, LST & CRT ANCHORAGE
G4 W-BEAM GUARDRAIL
8"
4"
8
5
dia. hole811
1
8
9
9"6"9"
24"
dia. holes43
thickplate41
thickplate85
6
2
8
3
2
5
0
8"6"
dia. hole4
3
1" H.S. hex nut
2" 4
1
hex headbolt85" x185
endplate43" x 3" x283
dia. hole81with1
3
2
1
1
432
831
3"
211
4
3
1
8
7
16
3
x 1" slottedhole43 "
dia. hole431
6
1
3"
dia. hole43
163TS8" x 6" x
dia. holes (typ.)4
3
threaded entire length
Stud3231" dia. x 7
min.)
2"815
8
3
8
3
4
1
1
8
5
1
galvanized cable tobe43" x4
1" dia. (4
3
bentplate163" x8516" x 12
R
83
3"
3"
215
432
217
433
1
5
2
1
4
2
7
1
8
dia. hole212
4
3" x243
dia. hole87
2"4"4"4"2"
16"
851
2
4
3
1
163
1" R
8
33
8
32
STATE PROJECT
NUMBER
SHEET
I.4
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY STANDARD
STANDARD
4
0
7
P
M
6
J
u
n
e
2
0
1
6
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
d
S
t
d
6
1
7
1
5
d
g
n
JEFF 91420(1) WA
NOTE:
NO SCALE
BEARING PLATE
STEEL TUBE ANCHOR
POST SLEEVE
GUARDRAIL ANCHOR PLATE
TERMINAL POST
Standard swaged fitting and stud)
CABLE ASSEMBLY
ANCHOR PLATE DETAILS FOR LST ANCHORAGE ASSEMBLY
FRONT SIDE
FRONT SIDE
the post of anchorage assembly)
Use to attach the section to
RECTANGULAR PLATE WASHER
2 REQUIRED)
SOIL PLATE
slotted hole
on end post only
S4S
1.
manufacturing practices.
part, including its appearance, and accepted
to be those consistent with the proper functioning of the
Dimensional tolerances not shown or implied are intended
and steel washer
Stud
Anchor plate
Standard swaged fitting
Neutral axis
W Beam rail element
swage connected (AASHTO M-30, type II)
35°
2.5°
ASTM A500 grade B
axis of rail, 8 required
on front face of neutral
and nut with steel washer
70PLANINHAND04182017
See Standards 617-10 and 617-11 for other details.
ground to the bottom of the W-beam exceeds 18".
8"8"
3
9
m
a
x
33
3
9
m
a
x
W6 x 9
x 10"8
5
x 2"8
5
STANDARD APPROVED FOR USE 1/1994
DRAFT: 5/2014
REVISED: 4/1994 6/2005
617-17
Sheet 1 of 2
TYPE G4-BAT
BACK SLOPE ANCHOR TERMINAL
G4 W-BEAM GUARDRAIL
w
h
e
n
r
u
b
r
a
i
l
i
s
r
e
q
u
i
r
e
d
8
0
M
i
n
p
o
s
t
l
e
n
g
t
h
w
h
e
n
r
u
b
r
a
i
l
i
s
r
e
q
u
i
r
e
d
8
0
M
i
n
p
o
s
t
l
e
n
g
t
h
MPH
35
45
50
55
60
70
0
3'
5'
8'
typ.)
6'-3"
25'-0"
12'-6"
12'-6"
C
o
v
er
1
2
min.
6' 3" spacing Posts #1 to #8Minimum75' to hazard
Terminal section, type G4-BAT
125' (min.) Pay limits
Posts A to #1
spacing213'-1
dia. x 6" bolt85postwitha
STATE PROJECT
NUMBER
SHEET
I.5
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY STANDARD
STANDARD
2
0
9
P
M
1
O
c
t
o
b
e
r
2
0
1
4
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
e
S
t
d
6
1
7
1
7
d
g
n
JEFF 91420(1)WA
ShoulderShoulder
NOTE:
NO SCALE
ditch bottom. Add the rubrail when the distance from the
the roadway shoulder elevation until the barrier crosses the
Hold the height of the W-beam rail constant in relation to
PLAN
AND BLOCK DETAIL
WOOD POST
AND BLOCK DETAIL
STEEL POST
ALONG RAIL
ELEVATION
SECTION A-A SECTION B-B
ELEVATION ELEVATION
SECTION D-DSECTIONC-C
1
1 1 1
SSSS
8
10
11
12
14
15
8
4
2
A
SPEED
DESIGN
FLARE
POST DISTANCE
GUARDRAIL FLARE
BOTTOM
FROM VEE DITCH
POST OFFSETS
A
A
B
B
C
C
D
D
AB1
2345678
AB1
2
34
5678
8
6
4
1
1
1
1
Flare
Distancevariestofitoffset
to end anchorage
When necessary taper height of guardrail
parallel to roadway grade
Maintain guardrail height
Shoulder
Ground line at guardrail
See Note 2
Rubrail
Toe of Fill
TopofCut
Shoulder Varies Shoulder Varies
Wood block
wood post
Steel or
Steel postAVeeditch (typ.)
Wood block
See Detail on Sheet 2
End anchorage
Wood post
Wood block Modified block Steel post
Rub rail (typ.)
See Note 2
Rubrail (typ.)
bolt and nut
guardrail
bolt and nut
guardrail
V
a
r
i
e
s
depending on ditch design
Location will vary
Guardrail system G4
Pay limits
Bottom of vee ditch
Field bend
steel post) or lag bolt (wood post)
Connect the rubrail to back of
Steel or wood post
2.
1.
Wood block
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
See Standard 617-10 and 617-11 for block detail and
14"
1
4
2
5
4
3
212"2122"2""212"212
6"8"
431
8
7
4
3
1
8
7
1" dia. hole
slots (typ.)431" x 1
thickness16
3
thickness21
dia. hole (typ.)4
3
3 - 1" dia. holes to be
dia. hex head87with
longeach83bolts1
x 14" x 14"2
1
6"8"
STANDARD APPROVED FOR USE 1/1994
DRAFT: 5/2014
REVISED: 4/1994 6/2005
Sheet 2 of 2
TYPE G4-BAT
BACK SLOPE ANCHOR TERMINAL
G4 W-BEAM GUARDRAIL
617-17
threaded (min.)431
1" x 2" galvanized
dia. bar2
1
6'-3"6'-3""213'-1"213'-1
1" dia. hole to be field
W 6 x 9
6
0
x 14" x 14"2
1
dia. hex87W-beam with
head bolt 2" long with one
W 6 x 9
8
0
8"6"8"
3 - 1" dia. holes to be
dia. hex head87with
longeach83bolts1
1" dia. hole to be field
dia. hex87W-beam with
head bolt 2" long with one
3
4"4"
2
1
3
2
1
3
5
2
STATE PROJECT
NUMBER
SHEET
I.6
FEDERAL LANDS HIGHWAY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY STANDARD
STANDARD
2
0
9
P
M
1
O
c
t
o
b
e
r
2
0
1
4
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
e
S
t
d
6
1
7
1
7
d
g
n
JEFF 91420(1) WA
NOTE:
NO SCALE
4.
3.
2.
1.
Use zinc rich paint to coat field drilled holes.
guardrail run, unless otherwise noted.
For posts #3 and higher, match post material of adjacent
See Sheet 1 of 2 for terminal layout.
attachment.
AT POSTS A, B, AND 1
SPECIAL RAIL TO POST CONNECTION
CONNECTION AT POST 2
SPECIAL RUBRAIL TO POST
STEEL PLATE AND WASHER
FRAMEWORK FOR THREADED INSERTS
POSTS A, B, 1, 2
END ANCHORAGE DETAIL
ELEVATION
GALVANIZED STEEL PLATE
GALVANIZED SQUARE WASHER
2
1 B A
See guardrail flare rate on Sheet 1
Rubrail
washers (typ.).
Steel plate and
CL of post
Threaded inserts (typ.)
hex head cap screws
Threaded inserts for
be closed (typ.)
End of insert to
welded to inserts
Steel post
See Detail)
steel plate
wood block
Modified
See Detail)
steel plate
Steel post
washer and hex nut
with one square
element and attached
field drilled in W-beam
square washer and hex nut.
and post flange. Attach
drilled through both W-beam
washer and hex nut
with one square
element and attached
field drilled in W-beam
square washer and hex nut
and post flange. Attach
drilled through both W-beam
70PLANINHAND04182017
6
1
3.
2.
1.
ELEVATION
PLAN
TEST LEVEL
L
NO SCALE
min.)Taper Length
L
post section
Standard
Pay limits terminal section type tangent
Guardrail system G4
Pay limits
Length of Need
according to manufacturer's recommendations
Install a reflectorized object marker
the standard post section.
face of the last two post blocks in
Tangent line projected from the
embankment
Edge of widened
f
l
a
t
t
e
r
1
1
0
o
r
See manufacturer's drawings for other details.
taper per manufacturer's recommendations.
end farther away from the edge of the shoulder, or use a
Install terminal at a 1:25 taper or flatter, to position the
meets appropriate test level for the project.
manufacturer's recommendations. Ensure that terminal
terminal that meets NCHRP-350 or MASH requirements per
details may vary. Install a tangent G4 W-beam guardrail
Use details shown as a general guide since manufacturer's
617-20
STANDARD APPROVED FOR USE 6/2005
DRAFT: 3/2016
REVISED:
TYPE TANGENT TERMINAL
G4 W-BEAM GUARDRAIL
ft)
3 (> 45 mph)
2 ( 45 mph)
37.5 or 50
25
STATE PROJECT
NUMBER
SHEET
I.7
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
9
w
a
a
2
0
1
3
0
2
0
r
f
S
t
d
6
1
7
2
0
d
g
n
3
4
7
P
M
1
9
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
NOTE:
2
9
1
10'
m
i
n
2
m
i
n
2
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
EMBANKMENT QUANTITIES
AND SPECIAL ROCK
TABULATION OF ROCKERY
J.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
3
1
4
3
9
1
w
a
a
2
0
1
3
0
2
0
s
a
d
g
n
WA JEFF 91420(1)
8
0
4
A
M
3
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
1
0
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70PLANINHAND04182017
J.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
3
1
4
3
9
1
w
a
a
2
0
1
3
0
2
0
s
a
d
g
n
WA JEFF 91420(1)
6
2
1
A
M
3
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y1 :1Varies1:1.
25max1:1CL
subgrade
Proposed
Geotextile filter, class I, type A
2'-0"
Slope stake
Original ground
MECHANICALLY PLACED
EMBANKMENT
SPECIAL ROCK
embankment, mechanically placed
Special rock
special rock embankment
Top of
47+84.15 to 48+50
SPECIAL ROCK EMBANKMENT, MECHANICALLY PLACED
8'
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
J.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
3
1
4
3
9
1
w
a
a
2
0
1
3
0
2
0
s
b
d
g
n
WA JEFF 91420(1)
7
1
3
A
M
3
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
1
2
2
0
1
6
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
340
340
345
350
350
355
355
360
365
370
375
335340345350
355
355
360
360
365
365
350
360
340
360
355
350
345
340
335
355
345
335
300+00 300+25 300+50 300+75
73+77 to 74+70
ROCKERY WALL
Top of rockery
Bottom of rockery
Bottom of rockeryfoundationDitchline
Existing ground
300+00 (ROCKERY)
73+77 (MAIN)
BEGIN ROCKERY WALL END ROCKERY WALL
300+90.32 (ROCKERY)
74+70 (MAIN)
Top of Rockery
Edge of travel way
Excavation limits
N70PLANINHAND04182017
ROCKERY TYPICAL SECTION
4
1
CUT SLOPE TAPER DETAIL
1:3
D
C
B
A
yawdaordesoporP
N
or
m
al
cutsl
o p
e
1 :
1 .
5
M
ax .
NOTE:
STONE CLASS STONE MASS
3
4
5
2
1
Granular backfill
1
2
m
i
n
UNDERDRAIN SYSTEM
TYPICAL SECTION
12" min
FOOTNOTE:
6 6,000 - 8,000 lb
4,000 - 6,000 lb
2,000 - 4,000 lb
650 - 2,000 lb
200 - 650 lb
50 - 200 lb
AVERAGE DIMENSION
54 to 60 inches
48 to 54 inches
36 to 48 inches
30 to 36 inches
18 to 30 inches
12 to 18 inches
WALL HEIGHT (H)
H > 10 ft
6 ft < H < 10 ft
0 ft < H < 6 ft
A B C D E F
215
4
3
4
3
2
3
2
6
5
4
STONE SIZE DESIGNATION
STONE SIZE
Number in table is equal to stone class.
0.550.03
CUYD/LNFT)
backfill
Granular
FOR INFO ONLY)
APPLICATION RATES
UNDERDRAIN SYSTEM
front toe of rockery
Proposed ditch invert and
Bottom of rockery
1 6
Variable
1.
5:
1
1.5'
beyond wall.
Install underdrain at 0.5% minimum grade. Daylight to ditch
DitchLine
type I-A
Earthwork geotextile,
SQYD/LNFT)
type I-A
geotextile,
Earthwork
See detail this sheet
Underdrain system
DETAILS
ROCKERY WALL
conserved excavation
Backfill with
Bed coarse
J.4
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
3
1
4
3
9
1
w
a
a
2
0
1
3
0
2
0
s
c
d
g
n
WA JEFF 91420(1)
7
2
2
A
M
3
0
J
a
n
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
Geotextile filter, Class I, Type A
1]6" dia. perforated pipe
1]
required.
and eliminate gaps over 6". Cutting or dressing of stones is not
beneath it. Use smaller stones as needed to maintain spacing
Bear each larger stone (size 4-6) firmly on at least two stones
to wall.
Place larger stones (size 4-6) with longest axis perpendicular
2.
1.
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
K.1
TRAFFIC CONTROL QUANTITIES
TABULATION OF TEMPORARY
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
a
d
g
n
WA JEFF 91420(1)
4
5
3
P
M
1
3
A
p
r
il
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
FOOTNOTE:
For temporary widening at Canyon Creek. See detail Sheet K._[1]
70PLANINHAND04182017
NO SCALE
G20-2
G20-2
G20-2
G20-1
See Note 11
G20-1
See Note 11
Min
or
R
oa
d
M
ajor
R
oa
d
W20-1
See Note 10
W20-1
See Note 10
W20-1 over
W16-8P
See Note 9
W20-1 over
W16-8P
See Note 9
W20-1
RoadName
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
ROAD WORK
END
WORK
ROAD
AHEAD
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
W20-1
See Note 10
W20-1
See Note 10
G20-2
Erect all project advance warning signs before starting construction work.
Not all details shown on the temporary traffic control sheets may be applicable
to this project. The Contractor may add or delete information and details in this
traffic control plan as necessary to accommodate actual operations.
Where advance warning signs, placed as shown, interfere with permanent signs,
locate the warning signs as determined by the CO for best results. Vary
messages as required.
Additional or different message signs may be required to fit the actual
construction conditions.
Install advisory speed plates under the W20 series warning signs as needed to
indicate a maximum recommended speed through the construction area.
Ensure all sign supports exposed to impact by traffic meet the requirements of
NCHRP-350 or MASH for crashworthiness.
Maintain two-way traffic during all non-work hours except as approved by the CO.
Do not store traffic control devices along the roadway when not in use. Cover
post-mounted signs when not applicable.
If W20-1 is placed on a roadway other than that on which the actual
construction work occurs, include a supplementary plaque indicating the name
of the road on which the construction does occur (applies to major roads only).
The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify
the distance to the work area in feet or in miles. Install an additional W20-1
each end of the project. Show the distance on the G20-1 sign to the nearest
whole mile.
If signing on a roadway under a jurisdiction other than the client agency, verify
that an encroachment permit has been obtained.
State standards may be used as an alternative if approved by the CO.
Refer to the Section 635 of the Special Contract Requirements for allowable
retroreflective sheeting types.
Expressway / Freeway
A
B
C
SeeSignSpacingTable)
ADVAN
CEW ARNING
AREA
C
B
A
asdetermined
bytheCO
W orkzoneAreaofInfluence
A
ProjectLimits
A
A
SeeSignSpacingTable)
ADVAN
CEW ARNING
AREA
AA
ROAD NAME
ROAD NAME
ROAD WORK
NEXT xx MILES
WORK
ROAD
xxxxxxx
WORK
ROAD
xxxxx
WORK
ROAD
xxxxxxx
WORK
ROAD
xxxxxxx
ROAD WORK
NEXT xx MILES
W13-1P
optional)
W13-1P
optional)
xx
MPH
xx
MPH
STANDARD APPROVED FOR USE 6/2005
DRAFT: 6/2014
REVISED:
For work zones that are 2 miles or more in length, install G20-1 signs at
signs "B" feet apart according to the Sign Spacing Table.
sign when approach speeds exceed 50 MPH. When used place the two W20-1
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
1000
500
350
100
1500
500
350
100
2640
500
350
100
SIGNS IN FEET
635-1
ADVANCE SIGNING
TEMPORARY TRAFFIC CONTROL
STATE PROJECT
NUMBER
SHEET
K.2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
b
d
g
n
1
0
0
6
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
NOTE:
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
T
r
a
ffi
c
fl
o
w
T
r
a
ffi
c
fl
o
w
Traffic flow
Traffic flow
Traffic flow
Traffic flow
T
r
a
ffi
c
fl
o
w
T
r
a
ffi
c
fl
o
w
T
r
a
ffi
c
fl
oT
r
a
ffi
c
fl
o
Traffic flow
Traffic flow
Double solid line: two pavement markers, side by side, spaced on
allowed by the gap shown based on curvature.
DETAIL A DETAIL B
NOTE:
DETAIL B1
Passing zone both directions
Two-way traffic
DETAIL A1
Passing zone both directions
Two-way traffic
DETAIL A2
No passing zone one direction
Two-way traffic
DETAIL B2
No Passing zone one direction
Two-way traffic
DETAIL A3
No passing zone both directions
Two-way traffic
DETAIL B3
No Passing zone both directions
Two-way traffic
yellow centerline
Shoulder
Shoulder
and solid yellow centerline
Shoulder
yellow centerline
Shoulder
yellow centerline
solid yellow centerline
Shoulder
Shoulder
On two- or three-lane roads, signs may be used instead of temporary
To substitute raised pavement markers for lines, use the following
patterns:
1.
2.
635-2
STANDARD APPROVED FOR USE 6/2005
DRAFT: 9/2016
REVISED:
4" Broken yellow
4" Broken yellow
4" Solid double
4" Solid double
4" Broken yellow and
2' broken line: two pavement markers spaced 2' apart
Single solid line: pavement markers spaced on 10' centers.
10' centers.
Curves < 500' Radius Tangents or Curves 500' Radius
PAVEMENT MARKINGS
TEMPORARY
2'
18'
40'
2'
18'
40'
2'38'
4" Broken yellow centerline
2'38'
20'
20'
pavement markings as shown on Standard 635-3.
STATE PROJECT
NUMBER
SHEET
K.3
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
c
d
g
n
1
0
1
3
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
70PLANINHAND04182017
WORK
ROAD
xxxxxxx
WORK
ROAD
xxxxxxx
xx
MPH
ROAD WORK
END
NO SCALE
635-4
FOR DIVERSION
TEMPORARY TRAFFIC CONTROL
STANDARD APPROVED FOR USE 6/2005
DRAFT: 6/2015
REVISED:
STATE PROJECT
NUMBER
SHEET
K.4
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
d
d
g
n
1
0
1
3
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
W1-6 Rt. or Lt.
Traffic flow
Traffic flow
Signs are shown for one direction of travel only. Place devices similar to
those depicted for the opposite direction of travel.
If the area approaching diversion is not already signed and marked as a
no passing zone, add signing and/or marking as appropriate. Remove
conflicting pavement markings.
W20-1
See Note 4
W20-1
See Note 4
G20-2
See Note 4
LENGTH AND SPACING TABLE
APPROACH
SPEED*TAPER
AREA
BUFFER
SPACE
WORK
SPACE
CHANNELIZING DEVICE
W13-1P
1.
2.
3.
4.
5.
6.
W24-1
See Note 3
Approach speed based on the regulatory posted speed,
not the advisory speed.
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
BUFFER SPACE
LENGTH
NOTE:
Expressway / Freeway
use an appropriate "Reverse Curve" sign (W1-4) instead of the "Double
Reverse Curve" sign (W24-1). Install a second, appropriate "Reverse
Curve" sign (W1-4) in advance of the second reverse curve back to the
original alignment. Use "Reverse Turn" signs (W1-3) instead when the
diversion has sharp curves with recommended speeds of 30 mph or less.
If the diversion is completely within the project limits, eliminate the
ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
Place channelizing devices outside temporary roadway.
Do not allow equipment, materials, or vehicles to be parked or stored in
the buffer space.
ABC
ADVANCE WARNING AREA (See Sign Spacing Table)
TAPER AREA BUFFER SPACE
See Length and Spacing Table
A
TAPERAREABUFFERSPACE
for all diversion curves
radius for the signed speed
Use at least the minimum
Mounted on
Type 3 barricades
Show markings as no passing
unless otherwise directed by the CO)
Channelizing devices (drums,
directed by the CO
along diversion as
channelizing devices
Delineators or
If the tangent distance along the temporary diversion is more than 600',
SIGNS IN FEET
1500
500
350
100
2640
500
350
100
1000
500
350
100
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH andlessSPACINGINFEET
FEETMPH
70
65
60
55
50
45
40
35
30
25
20
730
645
570
495
425
360
305
250
200
155
115
20-70
20-65
20-60
20-55
20-50
20-45
20-40
20-35
20-30
20-25
20
140
130
120
110
100
90
80
70
60
50
40
140
130
120
110
100
90
80
70
60
50
40
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
NO SCALE
Traffic flow
Traffic flow
Signs are shown for one direction of travel only. Place devices similar to
those depicted for the opposite direction of travel.
Final location and spacing of signs and devices may be changed to fit field
conditions as approved by the CO.
For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign
at a conspicuous location on the rear of vehicle. Prominently display the
name of the Contractor on the pilot car.
If closure is completely within the project limits, eliminate the "ROAD
WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
For night time flagging operation, provide floodlighting at flagger stations.
Do not allow equipment, materials, or vehicles to be parked or stored in
the buffer space.
See Length and
Spacing Table)
LENGTH AND SPACING TABLE
APPROACH
SPEED*1.
2.
3.
4.
5.
6.
See Length and
Spacing Table)
WORK SPACE
G20-2
See Note 4
W20-1
See Note 4
W3-4
W16-2P
optional)
W20-7
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
Approach speed based on the regulatory
posted speed, not the advisory speed.
BUFFER SPACE
BUFFER SPACE
LENGTH
NOTE:
Expressway / Freeway
WORK
ROAD
AHEAD
BE
PREPARED
TO STOP
ROAD WORK
END
xxx
FEET
ADVANCE WARNING AREA (See Sign Spacing Table)
TERMINATIONAREAVARIABLEBUFFERSPACEABC
optional)
A
Flagger location
Flagger location
635-5
STANDARD APPROVED FOR USE 6/2005
DRAFT: 8/2013
REVISED:
MPH
70
65
60
55
50
45
40
35
30
25
20
FEET
730
645
570
495
425
360
305
250
200
155
115
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
1000
500
350
100
1500
500
350
100
2640
500
350
100
WITH FLAGGERS)
ROAD CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
STATE PROJECT
NUMBER
SHEET
K.5
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
e
d
g
n
1
0
1
5
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
70PLANINHAND04182017
NO SCALE
Traffic flow
Traffic flow
See Note 4
W20-1 W20-7W20-4
See Note 4
G20-2
Spacing Table)
See Length and
optional)
WORK SPACE (optional)(optional)
optional)
W13-1P
optional)
W16-2P
7.
6.
5.
4.
3.
2.
1.
the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
Requirements, Section 156.
For project specific minimum width, refer to the Special Contract
For night time flagging operation, provide floodlighting at flagger stations.
WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
If closure is completely within the project limits, eliminate the "ROAD
name of the contractor on the pilot car.
a conspicuous location on the rear of vehicle. Prominently display the
For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at
conditions as approved by the CO.
Final location and spacing of signs and devices may be changed to fit field
those depicted for the opposite direction of travel.
Signs are shown for one direction of travel only. Place devices similar to
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
not the advisory speed.
Approach speed based on the regulatory posted speed, *
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
LENGTH
BUFFER SPACE
NOTE:
Expressway / Freeway
WORK
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
xx
MPH
xxx
FEET
ROAD WORK
END
ATAPERAREABUFFERSPACEVARIABLEBUFFERSPACETAPERAREAABC
See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)TERMINATION AREA
Device spacing
BUFFER SPACE
Channelizing devices
Flagger location
Flagger location
635-6
STANDARD APPROVED FOR USE 6/2005
DRAFT: 8/2013
REVISED:
MPH FEET
730
645
570
495
425
360
305
250
200
155
115
70
65
60
55
50
45
40
35
30
25
20
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
1000
500
350
100
1500
500
350
100
2640
500
350
100
WITH FLAGGERS)
SINGLE LANE CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
SPACING IN FEET
20
20
20
20
20
20
20
20
20
20
20
140
130
120
110
100
90
80
70
60
50
40
140
130
120
110
100
90
80
70
60
50
40
50' - 100'50' - 100' (optional)
See Note 6
10' min.
STATE PROJECT
NUMBER
SHEET
K.6
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
f
d
g
n
1
0
1
6
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
NO SCALE
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
not the advisory speed.
Approach speed based on the regulatory posted speed, *
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
STOP
HERE ON
RED
ROAD WORK
END
ROAD WORK
END STOP
HERE ON
RED
LENGTH
BUFFER SPACE
Expressway / Freeway
xx
MPH
ONE LANE
ROAD
AHEAD
WORK
ROAD
AHEAD
optional)
light
warning
Type B
See Note 5
STOP LINE
Channelizing devices
See Note 5
STOP LINE
See Note 2
Temporary traffic signal
to provide access to work space
downstream taper if necessary
Reduce or eliminate drums in
See Note 2
Temporary traffic signal
635-9
STANDARD APPROVED FOR USE 6/2005
DRAFT: 9/2016
REVISED:
MPH FEET
SPACING IN FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
70
65
60
55
50
45
40
35
30
25
20
730
645
570
495
425
360
305
250
200
155
115
20
20
20
20
20
20
20
20
20
20
20
140
130
120
110
100
90
80
70
60
50
40
140
130
120
110
100
90
80
70
60
50
40
1000
500
350
100
1500
500
350
100
2640
500
350
100
it has two signal faces that are at least 8 feet apart and meets the other
50' - 100'50' - 100' (optional)
WITH SIGNALS)
SINGLE LANE CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
See Note 7
10' min.
40' - 180'
40' - 180'
STATE PROJECT
NUMBER
SHEET
K.7
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
B
o
r
d
e
r
U
S
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
4
3
0
7
7
F
L
H
C
e
l
ls
d
g
n
l
i
b
8
5
9
A
M
2
4
F
e
b
r
u
a
r
y
2
0
1
6
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
optional)
W1-4
optional)(optional)
WORK SPACE
Traffic flow
Traffic flow
W3-3
R10-6
See Note 6
G20-2
See Note 6
G20-2
Spacing Table)
See Length and
8.
7.
6.
5.
4.
3.
2.
1.
See Note 6
W20-1 W20-4
optional)
W13-1P
R10-6
NOTE:
A single signal installation is acceptable, on the right-hand side of the road, if
depicted for the opposite direction of travel.
Signs are shown for one direction of travel only. Place devices similar to those
ADVANCE WARNING AREA (See Sign Spacing Table)
ABC
See Length and Spacing Table)VARIABLE TERMINATION AREA
BUFFERSPACETAPERAREA BUFFER SPACE TAPER AREA A
DevicespacingSeeNote5
the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
Section 156.
For project specific minimum width, refer to Special Contract Requirements,
AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
If closure is completely within the project limits, eliminate the "ROAD WORK
pavement markings.
Removeable pavement markings may be used for stop lines and no-passing
advance of the stop line that comply with MUTCD Section 3B.02.
markers between the work space and the stop line. Add no-passing lines in
Section 3B.16. Remove existing conflicting pavement markings and raised
For paved roadway surfaces, install stop lines complying with MUTCD
must be determined by a qualified engineer.
conditions as approved by the CO. If signals are moved, revised signal timing
Final location and spacing of signs and devices may be changed to fit field
automatically, ensure red signal indications are flashed to both approaches.
engineer. When the signal is changed to the flashing mode either manually or
provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified
Install and operate temporary traffic control signals in accordance with the
requirements of Part 4 of the MUTCD.
70PLANINHAND04182017
NO SCALE
STANDARD APPROVED FOR USE 6/2005
DRAFT: 6/2015
REVISED:
635-13
WITH TEMPORARY BARRIER)
SINGLE LANE CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
STATE PROJECT
NUMBER
SHEET
K.8
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
h
d
g
n
1
0
1
9
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
Traffic flow
Traffic flow
Install signs and other devices for single lane closure according to
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
RATE
FLARE
BARRIER
CONCRETE
1:16
1:16
1:16
1:16
1:14
1:12
1:10
1:9
1:8
1:8
1:8
6.
5.
4.
3.
2.
1.LENGTH
BUFFER SPACE
Approach speed based on the regulatory posted speed, not the advisory speed.*
NOTE:
WIDTH
CLEAR ZONE
WORK ZONE
barrier ends outside the work zone clear zone or protect the barrier ends
Place barrier according to the AASHTO Roadside Design Guide. Terminate
devices may be changed to fit field conditions as approved by the CO.
to provide access to work space.
Reduce or eliminate drums and barrier in downstream taper if necessary
the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
when access is not needed.
Place channelizing devices at downstream taper during non-work hours or
Section 156.
For project specific minimum width, refer to Special Contract Requirements,
spacing
Device
pavement markings
Remove conflicting
Channelizing devices
See Note 2
Temporary concrete barrier.
See Note 4
TAPER AREA (
optional)
BUFFER SPACEVARIABLEWORKSPACESeeLengthandSpacingTable)
optional)
BUFFER SPACETAPERAREA
50' - 100')
50' - 100')
with a crash cushion. Include reflectors on barrier at 25' intervals.
Standard 635-6, 7, 8, or 9. Final location and spacing of signs and
FEETSPACINGINFEETFEETMPH
70
65
60
55
50
45
40
35
30
25
20
730
645
570
495
425
360
305
250
200
155
115
20
20
20
20
20
20
20
20
20
20
20
140
130
120
110
100
90
80
70
60
50
40
140
130
120
110
100
90
80
70
60
50
40
30
30
30
20
20
20
15
10
10
10
10
See Note 3
10' min.
See Note 2
See Note 2
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
WIDTH
X"
AREA
1
1
1
2
2
2
3
4
3
NUMBER
OF POSTS
POST SIZE D HOLE SIZE
WOOD POST SELECTION TABLE
SINGLE POST SIGN TWO POST SIGN
SIGN INSTALLATION ANGLE
POST DETAIL
S
e
e
N
o
t
e
5
S
e
e
N
o
t
e
5
See Note 4
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
E
d
g
e
o
f
p
a
v
e
d
s
h
o
u
l
d
e
r
CL
NO SCALE
Post
Local tangent
Bottom of sign panel
X
H
1
H
1
D
H
2
0.75XX X
H
2
Y
D
H
1
0.2X
0.6X
0.2X
D
See post detail (typ.)
Break-away holes.
Long side of post
D
90°
93°
635-14
STANDARD APPROVED FOR USE 6/2005
DRAFT: 9/2014
REVISED:
6" x 6" or larger.
Use 7' minimum spacing between posts for sign posts
and 6' minimum mounting height for secondary sign.
use 7' minimum mounting height for main sign
a minimum lateral distance of 1' behind the face of
lateral offset of 2' may be used. In areas with curbs,
Diamond 48"
30'
17'
12' - 16'
13'
10
65 - 95
65 - 95
50 - 65
50 - 65
20 - 50
10 - 20
10 - 20
6 x 6
4 x 6
4 x 6
6 x 6
4 x 6
4 x 4
6 x 6
4 x 6
4 x 4
INCH)(INCH)
48
48
48
48
48
36
48
48
36
INCH)
2
2
1.5
2
1.5
0
2
1.5
0
SQFT)
Other Shapes 48"
Diamond 36"
Other Shapes 12'
Diamond 48"
200'
1
4
4
5
m
i
n
4
m
i
n
6' - 12'
WOOD POSTS
SIGN INSTALLATION
TEMPORARY TRAFFIC CONTROL
dia. bolts41Attachsignpanelswithaminimumof2 -
STATE PROJECT
NUMBER
SHEET
K.9
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
JEFF 91420(1) WA
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
7
w
a
a
2
0
1
3
0
2
0
n
i .
d
g
n
1
0
2
1
A
M
3
1
J
a
n
u
a
r
y
2
0
1
7
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
1.
2.
3.
4.
5.
6.
7.State standards may be used as an alternative if approved
by the CO.
per post.
H1 and H2 = Overall post length.
Select post lengths to fit field conditions.
D = Post embedment depth for average soil conditions.
In areas where lateral distance is limited, a minimum
the curb may be used.
In pedestrian locations, or in areas with obstructed views,
NOTE:
See table for hole size
parallel to sign face.
Field drill holes through post
70PLANINHAND04182017
QUANTITIES
PERMANENT TRAFFIC CONTROL
TABULATION OF
FOOTNOTE:
Includes quantity for double application.[1]
L.1
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
a
d
g
n
WA JEFF 91420(1)
1
5
3
P
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
N
50
EL= 265.88
E= 818,093.592
N= 317,630.060
47+81.15
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
EL= 263.76
E= 818,308.987
N= 317,423.417
50+79.67
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
SUSPEND PROJECT
Double solid yellow
47+81.15 TO 50+79.67
MP 4 AOP
PERMANENT TRAFFIC CONTROL
L.2
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
b
d
g
n
WA JEFF 91420(1)
6
4
5
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70PLANINHAND04182017
N
75
8
5
8
0
N
SUSPEND PROJECT
EL= 332.03
E= 833,967.476
N= 315,476.235
85+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
71+00 TO 85+00
TOWER CREEK
PERMANENT TRAFFIC CONTROL
Double solid yellow
Double solid yellow
EL= 319.92
E= 833,008.593
N= 314,584.308
71+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
NO
SHOULDER
73+71 RT
W11-10
76+76 LT
OM3L
76+76 RT
OM3R
78+18 LT
OM3R
78+18 RT
OM3L
81+68 RT
W8-23
1]83+79 RT
OM3R
FOOTNOTE
Verifiy location in field.[1]
L.3
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
c
d
g
n
WA JEFF 91420(1)
1
5
5
P
M
1
8
A
p
r
il
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
105 110115
103+00 TO 117+02.29
CANYON CREEK
PERMANENT TRAFFIC CONTROL
EL= 466.96
E= 844,624.648
N= 313,355.855
103+00
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
RESUME PROJECT
EL= 430.27
E= 845,968.915
N= 313,751.062
117+02.39
UPPER HOH RIVER ROAD
WA JEFF 91420(1)
END PROJECT
N
N
Double solid yellow
Double solid yellow
L.4
STATE PROJECT
NUMBER
SHEET
U
S
S
u
r
f
t
2
D
c
m
y
f
i
l
e
s
p
w
p
r
o
d
u
c
t
io
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
d
d
g
n
WA JEFF 91420(1)
7
0
9
A
M
2
F
e
b
r
u
a
r
y
2
0
1
7
C
C
o
n
r
a
d
0
1
2
0
1
7
C
h
e
c
k
e
d
b
y
D
e
s
i
g
n
e
d
b
y
76+76 RT
OM3R
76+76 RT
OM3L
76+76 LT
OM3L
76+76 LT
OM3R
104+67 LT
R2-1
SPEED
LIMIT
35
SPEED
LIMIT
35
104+67 RT
R2-1
70PLANINHAND04182017
REVISED:
W633-7
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DETAIL APPROVED FOR USE 10/2009
6" x 8" when located within the clear zone or if the
WOOD POSTS
INSTALLATION
PERMANENT SIGN
Product of X-Y-Z in CUFT(inch)
8 x 12
8 x 10
6 x 10
6 x 8
6 x 6
4 x 6
4 x 4
775
575
385
300
235
180
80
2310
1610
1180
850
475
385
155
3465
2410
1170
1280
710
545
235
4620
3215
2360
1700
950
725
310
6'-0"
5'-0"
5'-0"
4'-0"
4'-0"
4'-0"
3'-0"
431
431
212
7 ft
5ft6ft
2 ft
For all retroflectorized signs where W > 25'
all around (typ.)
3" minimum
all around (typ.)
3" minimum
all around (typ.)
3" minimum
all around (typ.)
3" minimum
1
4
4
2
1
maximum
X=5 ft to 12 ft (max.)
X=4 ft (min.)
18 ft (max.)
X=10 ft (min.) to
22 ft (max.)
X=14 ft (min.) to
V may be reduced by 1 foot in rural districts for
locknut165
oversizedwasher165
bolt165
bolt thru thepost8
3
outside dia.) 4
1(1
oversized washer
nonmetallic16
5
9
1
7
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
e
d
g
n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
STATE PROJECT
NUMBER
SHEET
L.5JEFF91420(1) WA
SINGLE POST SIGNS
POST DETAIL
THREE POST SIGNS FOUR POST SIGNS
MINIMUM DISTANCE TO SIGN
SIGN INSTALLATION ANGLE
SIGNS WITHOUT ANGLES
TYPICAL MOUNTING FOR
WOOD POST SELECTION TABLE
Direction of traffic flow
SIZE
POST NUMBER OF POSTS
1 2 3 4 D
diameter
and hole
depth
Notch
from curb
Offset (W)
Lateral
Height (V)
Mounting
NOTE:
NO SCALE
0.6X0.2X 0.2X
W
0
5
Y
Z
t
y
pD
V
Y
2
H
5.
4.
3.
2.
1.Traffic barrier protection is required for all posts larger than
1
H
TWO POST SIGNS
of traveled way
Elevation at edge
of traveled way
Elevation at edge
of traveled way
Elevation at edge
of traveled way
Elevation at edge
E
d
g
e
o
f
s
h
o
u
l
d
e
r
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
E
d
g
e
o
f
s
h
o
u
l
d
e
r
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
E
d
g
e
o
f
s
h
o
u
l
d
e
r
Long side of post
single post installations
of post. Omit notch for
Saw cut notch full width
See Post Selection table)
Notch depth (where required)
W
0.15X0.35X0.35X0.15X
0.125X0.25X0.25X0.25X0.125X
Same post size
V
Y
t
y
p
DBackfillmaterial
t
y
pD
Z
0
5
Y
0
5
Y
Z
V
Y
93°
1
H
2
H
3
H1
H
2
H
3
H
4
H
Location
Rural Districts
Residence Districts
Business or
W
W
V
Y0
5
Y
Z
t
y
pD
1
HCL
Bottom of sign
post
See table for hole size
post, parallel to sign face.
Field drill holes through
Finish ground line
Same post size
BackfillmaterialBackfillmaterial
Same post size
Backfill material
a secondary sign mounted below another sign.
exceeds the limit for the largest post, use steel post installation.
Values shown are the maximum permitted. If the product of XYZ
E
d
g
e
o
f
t
r
a
v
e
l
e
d
w
a
y
E
d
g
e
o
f
s
h
o
u
l
d
e
r
rectangle enclosing all the signs.
Multiple sign installations: X and Y are the dimensions of a
dimensions of the signs.
Single sign, or back to back signs: X and Y are the overall
For the purpose of post selection X and Y are as follows:
longest post.
Z is the height from ground line to mid-height of sign at the
conditions. See Wood Post Selection Table below.
D is the minimum post embedment depth for average soil
to fit field conditions.
indicate overall post length. Select post lengths4thruH1H
clear zone.
post is vulnerable to being struck when placed outside the
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7
Place delineators 2 feet from the edge of design shoulder
x 2" lagscrews83usingtwo
1,000
900
800
700
600
500
400
300
250
180
115
50
90
85
80
75
70
65
55
50
40
35
25
20
FEET)(FEET)
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DETAIL APPROVED FOR USE 1/2008
REVISED:
DELINEATORS
WASHINGTON
W633-80
Spacing = 3 R-50.
Curve spacing should not exceed 300 feet.
The minimum spacing should be 20 feet.
typ.
100'
max.
50'
3"
4
4
4
1
8
1
3"
6
m
i
n
4
5
m
i
n
t
o
5
1
m
a
x
4
5
m
i
n
t
o
5
1
m
a
x
4
5
m
i
n
t
o
5
1
m
a
x
8' max.
2' min.
8' max.
2' min.
9
1
8
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
f
d
g
n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
STATE PROJECT
NUMBER
SHEET
L.6JEFF91420(1) WA
NO SCALE
5.
4.
3.
2.
1.
Manufacturer's bury depth
PLACEMENT ON HORIZONTAL CURVES
PLACEMENT AT BRIDGEAPPROACHESREFLECTIVESHEETINGDETAIL
ON HORIZONTAL CURVES
DELINEATOR SPACING
CURVE RADIUS SPACING (S)
NOTE:
guide for delineation layout.
Control Devices for Streets and Highways (MUTCD) as a
Use the current edition of the Manual on Uniform Traffic
of the traffic delineators.
pavement to be placed later when establishing the elevation
the ultimate pavement, allow for the thickness of base and
When the contract does not provide for the construction of
on this sheet.
mount a shorter delineator onto the guardrail post as shown
Either drive the delineator in line with the guardrail posts or
Install delineators behind the rail at guardrail locations.
unless otherwise specified.
delineator if this allowance is exceeded.
to exceed one quarter of the normal spacing. Eliminate the
delineator may be moved in either direction a distance not
When a delineator falls within a cross road or approach, the
FACING TRAFFIC BACK SIDE
manufacturer are also acceptable
submitted by the delineator
Other approved fastening methods
with washers at centerline of post.
Fasten delineator to guardrail post
outside of curve at spacing S
Install delineators on
E
d
g
e
o
f
s
h
o
u
l
d
e
r
E
d
g
e
o
f
s
h
o
u
l
d
e
r
traffic departing the bridge
so that it is visible for
Locate initial delineator
Final delineator may be removed if B > S/2
the view of the bridge delineator for approaching traffic
Locate initial delineator so that it does not hinder
P
T
P
C
A
b
o
v
e
n
e
a
r
t
r
a
v
e
l
l
a
n
e
e
d
g
e
Use only with wood guardrail posts)
A
b
o
v
e
n
e
a
r
t
r
a
v
e
l
l
a
n
e
e
d
g
e
A
b
o
v
e
n
e
a
r
t
r
a
v
e
l
l
a
n
e
e
d
g
e
reflective sheeting
Top edge of
Top edge of reflective sheeting
Top edge of reflective sheeting
sheeting
retroreflective
White
from the table, or calculated using the formula:
Spacing for a specific curve may be interpolated
GROUND MOUNTED
FLEXIBLE DELINEATOR
GUARDRAIL MOUNTED OPTION
FLEXIBLE DELINEATOR
SURFACE MOUNTED
FLEXIBLE DELINEATOR
S
S
B
S
70PLANINHAND04182017
10'30'10'30'10'
2' to 6'
REVISED: 10/2012
W634-2
WESTERN FEDERAL LANDS HIGHWAY DIVISION
DETAIL APPROVED FOR USE 10/2007
PAVEMENT MARKINGS
LINEAR
2'
3
0
m
a
x
4
m
i
n
2
2
4
4
4" dotted white line
4" solid white edge
4" solid double
4" dotted white
Locate 12" wide stop line to
4" solid white edge line
4" broken yellow centerline
9
1
8
A
M
1
F
e
b
r
u
a
r
y
2
0
1
7
U
S
C
c
m
y
f
i
le
s
p
w
p
r
o
d
u
c
t
i
o
n
d
0
2
9
0
7
4
8
w
a
a
2
0
1
3
0
2
0
p
g
d
g
n
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
DETAIL
U.S. CUSTOMARY DETAIL
STATE PROJECT
NUMBER
SHEET
L.7JEFF91420(1) WA
NOTE:
NO SCALE
s
s
w
Transition
C
u r v e
w
i
e n g
Tr
a n
siti
o n
S
ho
u
ld
er
s
T
rav
el
L
T
rav
el
L
S
ho
u
ld
er
s
s
L
L
s
when specified in plans
S
h
o
u
l
d
e
r
L
a
n
e
T
r
a
v
e
l
L
a
n
e
T
r
a
v
e
l
S
h
o
u
l
d
e
r
required by the maintaining agency.
pavement markings when specified on the plans or when
Typical pavement marking widths are shown. Use wider
for curve widening transition locations.
throughout the curve widening area. See staking details
the roadway. Maintain a constant shoulder width "s"
curve widening "w" to achieve equal lane widths within
Paint centerline pavement markings on curves with
curb interface when curb is present.
Place edge line pavement markings at asphalt/concrete
required by the maintaining agency
when specified in the plans or when
Increase spacing between parallel lines
3.
2.
1.
markings when specified
Approach road pavement
TYPICAL PAVEMENT MARKING APPLICATIONS
CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE
CENTERLINE DETAIL
See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline
2
L +
w
break specified in plans
extension when edge line
line when specified in plans
yellow centerline
line extension
Turnout
Edge of pavement
allow sufficient sight distance
Major approach road
Minor approach
Centerline as required
Edge line when specified in plans
and location of top lift pavement joint
Offset centerline for pavement markings
Design
Edge line when specified in plans
2w
L +
2w
L +
2
w
CL
CL
L
an
e
L
an
e
70
PL
A
N
IN
HA
N
D
04
1
8
2
0
1
7