Plans-NE_7136(1)_Montrose_Bridge.pdf
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Plans 6982AF18B000010 Montrose Bridge
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Sheet 1 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
A2
ABBREVIATIONS DRAINAGE SYMBOLS
GEOLOGIC SYMBOLS
DI
FENCE & CATTLEGUARD SYMBOLS
Cattleguard (Existing, Proposed)
Fence w/ Gate (Existing, Proposed)
Fence (Existing, Proposed)
Material Source
Boring Location (Existing, Proposed)
Riprap Apron (Proposed)
Underdrain (Existing, Proposed)
With Drop Inlet (Existing, Proposed)
With Headwalls (Existing, Proposed)
With End Sections (Existing, Proposed)
Pipe Culvert (Existing, Proposed)
Box Culvert (Existing, Proposed)
Bridge (Existing, Proposed)
Spring
River
Wetland
Large Creek
Lake, Pond or Reservoir
Drainage or Small Creek
Flow Arrow
Ditch (Existing, Proposed)
SPRING
D jt.J int.
incr.
incl.
IDI
hwy.
HW
horiz.
hex.
HES
hdwl.H gdr.
galv.
ga.G ftg.
fin.
FES
Fed.
f.f.F ext.
exp. jt.
exc.
EW
et ux et al
ER
EQ or eq.
EOP
engr(s).
emb.
elev.
El. 94.066 e
EE
dwg(s).
DLC
Dist.
dist.
diaph.
diag.
dia. or D
DI
DHV
decr.D culv.
CTSM
ctrs.
CS
cr.
corr.
cont.
constr. jt.
constr.
conc.
col.
Co.
CMP
clr.
c-c
CBCC
brg.
br.
BP
BM
BK
beg.
b.f.B asph.
appr.
alt.
AH
aggr.
ADT
abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall
Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve
WW
VPI
vph vert.
VV
typ.
TS
transv.
TCE
TBM
tan.
T.
TT
sym.
struc.
str.
stiff.
std.
sta.
ST
st.
spec.
spa.
shldr.
sec.
SC
SADT
SS
rte.
Rt. or RT
RH
ret. wall
Res.
res.
reqd.
reinf.
reconst.
rdwy.
rd.
R/W
R.
RR
quant., QtyQ pvmt.
PT
psi proj.
POT
POS
POC
pl.
PI
perf.
PCC
PCP
OD
o.f.
o.c.O
no. or # neg.
NC
NN
mtn(s).
mon.
min.
max.
matl.
maint.
mag.M
LW
Lt. or LT
LPSM
long.
lat.
lam.
LL
EROSION & SEDIMENT CONTROL SYMBOLS
joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement
Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline
Ø
Riprap
Rolled Erosion Control Product
Diversion Berm
Check Dam
Bonded Fiber Matrix Mulching
Fiber Roll (Slope Protection)
Temporary Inlet Protection
Silt Fence
Fiber Roll (Ditch and/or Cut Slope)
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
Montrose Bridge Repair
NE FLAP 7136(1)
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
A3
36 31
36 31
6 1
ˆ
Treeline
Tree
MAPPING SYMBOLS
LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS
RIGHT-OF-WAY SYMBOLS
ROADWAY SYMBOLS
SIGN SYMBOLS
UTILITY SYMBOLS
Retaining Wall (Existing, Proposed)
Median & Side Barrier (Existing, Proposed)
Guardwall (Existing, Proposed)
Guardrail (Existing, Proposed)
GUARDRAIL, BARRIER & WALL SYMBOLS
Post Mounted (Existing, Proposed)
Portable (Proposed)
Delineator (Existing, Proposed)
Commercial (Existing, Proposed)
Signs
Telephone
Power
Fiber Optic
CATV
Overhead Utility Line (Existing, Proposed)
Water
Telephone
Sanitary Sewer
Power
Oil
Gas
Fiber Optic
CATV
Underground Utility (Existing, Proposed)
Telephone Pedestal (Existing, Proposed)
Telephone Booth (Existing, Proposed)
Street Light (Existing, Proposed)
Support Pole Anchor (Existing, Proposed)
Support Pole (Existing, Proposed)
Surface (Existing, Proposed)
Underground (Existing, Proposed)
Irrigation Ditch
999.9
Roadway Obliteration
Roadway Centerline (With Station ticks)
Proposed
Existing
Edge of Roadway
Toe of Fill
Transition
Top of Cut
Slope Stake Limits
Clearing/Construction Limits
Survey Control Point
Trail
Spot Elevation
Double Track
Single Track
Railroad
North Arrow
Coordinate Grid Tick
Building (Existing, Proposed)
Section Corner (Found)
Section Corner (Found, Projected)
Section Corner (Found, Projected)
Right-of-Way Line (Proposed)
Right-of-Way Line (Existing)
Property Line
Parcel Number
Monument (As described)
Temporary (Proposed)
Permanent (Proposed)
Permanent (Existing)
Easements
National Wildlife Refuge
National Park
National Forest
Bureau of Land Management
Bureau of Indian Affairs
Section
Section
Section
Township or Range Line
City
County
State
National
Boundaries
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
A4
SURVEY CONTROL
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts A G e n s h t\
N E c o n tr o l_ s h e e t.
d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
PROJECT LOCATION
Crawford
25 m iles to
Church
Conception
Immaculate
31.50
Scale in Miles
H a r r is o n m ile s to
SITE MAP
A5
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts A G e n s h t\
S T
E .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
Station to Station
LENGTH OF PROJECT
TOTAL (mi)
Roadway (ft) Bridge (ft)
MAINLINE
TYPICAL SECTIONS
NO SCALE
TOTALS (ft)
NOTE:
10+87.71 to 11+87.71
11+87.71 to 12+93.71
12+93.71 to 13+93.71 from 12' to 20'
Existing width varies
3" Existing aggregate surface course depth
1:4 and seeding limits
Topsoil and seeding limits
Topsoil
(variable)
Fill slope limit stake
Slope
1:4
2'
Station 12+93.71 to 13+93.71
Station 10+87.71 to 11+87.71
TYPICAL SECTION
Course
3" Aggregate Surface existing Match existing
Match
10' Traveled way 10' Traveled way
(va riab le)Fill slo pe
Existing ground limit stake
Slope
2' slope
Fore-
1'-0" slope
Fore-
1'-0"
3.3.
12+93.71 to 13+93.71
10+87.71 to 11+87.71
EXISTING TYPICAL SECTION
A6
11'-0" Subgrade 11'-0" Subgrade
Clearing and construction limits
3.
2.
1.
should be no steeper than 1:2.
fill slopes as necessary to tie into existing ground, but fill slopes
See the cross sections for cut and fill slope ratios. CO may adjust
Dimensions shown are approximate and may be varied by the CO.
Existing superelevated and widened sections are not shown.
Schedule A Option Y
0.04 0.02
STATE PROJECT
P
M N N
E R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
Sheet and Description
B6 S2
MISCELLANEOUS
SUMMARY BRIDGE ALLOWANCE Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL ALL
A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0100 15401-0000 CONTRACTOR TESTING LPSM ALL
A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0140 20304-2000 REMOVAL OF BRIDGE (SUBSTRUCTURE) LPSM ALL ALL
A0160 20420-0000 EMBANKMENT CONSTRUCTION (ABUTMENT) CUYD 120 120
A0180 20801-0000 STRUCTURE EXCAVATION CUYD 95 95 Contract Quantity
A0200 20803-0000 STRUCTURAL BACKFILL CUYD 30 30 Contract Quantity
A0220 55101-1900 STEEL H-PILE, 14 X 89, IN PLACE LNFT 291 291
A0240 55104-1000 DYNAMIC PILE LOAD TEST EACH 2 2
A0260 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 31 31 Contract Quantity
A0280 55401-2000 REINFORCING STEEL, EPOXY COATED LB 3,400 3,400 Contract Quantity
A0300 55504-0000 PRE-FABRICATED STEEL BRIDGE (104'-0" x 20' modular steel vehicular bridge) LPSM ALL ALL
A0320 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 30
A0340 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL POWER HOUR 20
A0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10
A0380 62201-3000 HYDRAULIC EXCAVATOR HOUR 10
A0400 62301-0000 GENERAL LABOR HOUR 30
A0420 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 10
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
8- M ar -2
:3
A M
N
N E\
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
N E
FL
A P
(1
M on tr os e B ri dg e
0% S ch ed ul e
A.
xl sx ]S he et
STATE PROJECT
B1NE FLAP 7136(1)
Montrose Bridge RepairNE
SHEET
NUMBER
MISCELLANEOUS
SUMMARY BRIDGE ALLOWANCE Bid
Schedule
W0020 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 357 43 400
W0040 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6
W0060 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 355 355
W0080 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 110 110
SUMMARY OF QUANTITIES - Option W
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
8- M ar -2
:4
A M
N
N E\
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
N E
FL
A P
(1
M on tr os e B ri dg e
0% O pt io n W
.x ls x] Sh ee t
STATE PROJECT
B2NE FLAP 7136(1)
Montrose Bridge RepairNE
MISCELLANEOUS
SUMMARY BRIDGE ALLOWANCE Bid
Schedule
X0020 20304-4000 REMOVAL OF BRIDGE SUPERSTRUCTURE LPSM ALL ALL
SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
8- M ar -2
:4
A M
N
N E\
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
N E
FL
A P
(1
M on tr os e B ri dg e
0% O pt io n X .x ls x]
Sh ee t
STATE PROJECT
B3NE FLAP 7136(1)
Montrose Bridge RepairNE
B7 S2
MISCELLANEOUS
SUMMARY BRIDGE ALLOWANCE Bid
Schedule
Y0020 20420-0000 EMBANKMENT CONSTRUCTION CUYD 101 19 120
Y0040 25101-0000 PLACED RIPRAP, METHOD A CUYD 29 6 35 Government furnished
Y0060 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 103 12 115 Government furnished
Y0080 62502-0000 TURF ESTABLISHMENT SQYD 373 27 400
SUMMARY OF QUANTITIES - Option Y
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
-M ar -2
1:
P M
N
N E\
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
N E
FL
A P
(1
M on tr os e B ri dg e
0% O pt io n Y.
xl sx
]S he et
STATE PROJECT
B4NE FLAP 7136(1)
Montrose Bridge RepairNE
B8 S2
MISCELLANEOUS
SUMMARY BRIDGE ALLOWANCE Bid
Schedule
Z0020 63301-0000 SIGN SYSTEM EACH 4 4
Z0040 63308-0000 OBJECT MARKER EACH 4 4
SUMMARY OF QUANTITIES - Option Z
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
8- M ar -2
:2
A M
N
N E\
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
N E
FL
A P
(1
M on tr os e B ri dg e
0% O pt io n Z .x ls x]
Sh ee t
STATE PROJECT
B5NE FLAP 7136(1)
Montrose Bridge RepairNE
B6
OPTION W
MISCELLANEOUS SUMMARY
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
Aggregate surface course unit weight = 139 lb/cuft
OPTION Y
MISCELLANEOUS SUMMARY
B7
STATE PROJECT
P
M N N
E R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
OPTION Z
MISCELLANEOUS SUMMARY
B8
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
STATE PROJECT
P
M N N
E R o a d w a y C
A D
D S h e e ts C
M L P
P P
N P .d g n
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
Montrose Bridge Repair
NE FLAP 7136(1)
P O
T
.0
P C
.7
P T
.3
P C
.6
P T
.6
P O
T
.1
0.000%
100'50'0
Scale in Feet
10+00 11+00 12+00 13+00 14+00
ONE LANE
BRIDGE
ONE LANE
BRIDGE
see S sheets
Begin bridge, 11+87.71
End bridge
12+93.71
E 638067.2400
N 1147092.6680
Station 10+00.00
E 638466.8990
N 1146905.5210
Station 14+45.12
Existing ground
Profile
Bridge
C1
Curve = MAIN-1
PI 11+27.71
R = 325.00'
T = 59.94'
L = 118.54'
D
Curve = MAIN-2
PI 13+43.21
R = 625.00'
T = 48.60'
L = 97.01'
D
MPH
MPH
wetlands
Do not disturb
El. 3589 to protect wetlands*
Place construction fence at
El. 3605.40
Sta. 12+93.71
End Bridge El. 3605.40
Sta. 11+87.71
Begin bridge
STA 13+93.71
NE FLAP 7136(1)
STA 10+87.71
NE FLAP 7136(1)
Install W5-3*** and W13-1P***
Install W1-2
Install OM3-L***
Install OM3-R*** for details*
See detail C157-50 clearing limits, typ.
Place silt fence along traveled way width**
Begin transition of
13+43.71, 10' Lt/Rt traveled way width**
End transition of
13+93.71, 6' Lt/Rt and W13-1P***
Install W1-2
Install W5-3***
Install OM3-R***
Install OM3-L*** ***This work to be completed under Option Z.
**This work to be completed under Option Y.
*This work to be completed under Option W.
STA 12+93.71
NE FLAP 7136(1)
RESUME OPT Y
END SCHED A
STA 11+87.71
NE FLAP 7136(1)
BEGIN SCHED A
SUSPEND OPT Y
overhead power line temporarily remove
County will
If required, Sioux
BEGIN OPT Y
BEGIN PROJECT
END PROJECT
END OPY Y
SILT FENCE
6" min. trench
6" min.
18" min.
30" min.
24" min.
C157-50
NOTE:
4.
3.
2.
1.
6 ft. (max.)
fence support mesh = withoutPost spacing
10 ft. (max.)
fence support mesh =withPost spacing running around the ends.
fence up the slope to prevent water from
As the slope is constructed, curve the silt contours as closely as possible.
Install silt fence to follow the ground manufacturer's recommendations.
machine-sliced silt fence according to the slicing as approved by the CO. Install
Silt fence may be installed using machine
DETAIL APPROVED FOR USE
REVISED: 08/2014
A
M N N
E R o a d w a y C
A D
D S h e e ts E C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY DETAIL
DETAIL
U s e r t h o m a s .m c c r a r y
STATE PROJECT
NUMBER
SHEET
NE
Montrose Bridge Repair
NE FLAP 7136(1)
E1
ELEVATION
PLAN
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
Flow Fi ll slo pe
Flow
T o e o f s lo p e
Flow
(undisturbed)
Existing ground
END POSTS DETAIL
PLAN
PLAN
END DETAIL
ELEVATION
Fi ll sl op e
Steel or wood post
Backfilled and compacted soil
Limits of clearing
Steel or wood post
Varies
Varies
See Note 3 for spacing
See Note 4
Fasten fabric to posts.
around each post one full turn.
Fold geotextile fabric
NO SCALE
PLAN
T o e o f s lo p e
Note 3See
Staple or tie
Top of posts tied together.
Posts driven tightly together.
Steel or wood posts
POSTS AT JOINTS
See End Posts Detail
End posts
Geotextile fabric
Staple or tie
SILT FENCE AS PERIMETER CONTROL
Fill
Existing ground
Sheet flow Silt fence
PLAN
SECTION A-A
A
A
Roadway
Edge of shoulder
Edge of shoulder
Toe of slope
Toe of slope
Posts Detail
See End
End posts
Silt fence
Fence support mesh (optional)
Section A fabric
Geotextile
Section B
Geotextile fabric
Geotextile
See Typical Section Sheet
STATE PROJECT
SHEET
A
M N N
E R o a d w a y C
A D
D S h e e ts F C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
NE
Montrose Bridge Repair
NE FLAP 7136(1)
F1
SPECIAL
204-A
EMBANKMENT BENCHING
U.S. CUSTOMARY SPECIAL
NOTE:
2.
1.
EMBANKMENT BENCHING
8' bench height (typ.)
Top of subgrade bench height.
meet 12' minimum bench width and 8' typical
Bench into existing slope as necessary to
1V:3H or flatter.
Benching is not required for ground sloped at
12' (min.)
See Note 2
Proposed em bankm ent slope
Existing ground
Height varies pattern benching
Typical
Bridge Length = 106'-0"
H a t
C r e e k
C Rdwy.L
Drawing No. Description
BRIDGE DRAWING INDEX
Elev.
WS
ft/sec.
V ft /sec
Q
Q
Q100
HYDRAULIC DATA
ABUTMENTS
FOUNDATION PLAN
GENERAL NOTES
BRIDGE PLAN & ELEVATION
BRIDGE PLAN & ELEVATION
RG3029-A
RG3029-B
RG3029-C
RG3029-D
RG3029-E
PLAN
ELEVATION
A1" = 10'-0"K. EIKERMANN
Q
630 3.21
3598.96.465660
9210 6.80 3600.2
3591.2
RG3029-F
RG3029-G
S1 structural steel decking.
with steel girders and
Modular steel bridge Thrie Beam Bridge Railing
Approx. existing ground @ C RdwyL
3,610
3,605
3,600
3,5953,595
3,580
3,585
3,590
S ta
.7
B e g in B r id
El. 3605.40
El. 3605.40
El. 3605.40 at upstream face of bridge.
Note: Water surface elevations are
Elevations are at profile grade @ C Rdwy.
No Scale
PROFILE GRADE DIAGRAM
L
N
S ta
.7
E n d B r id
Abut. 1
Abut. 2
P T
.3
P C
.6
Horiz. Curve Data:
PI 13+43.21
R = 625.00'
T = 48.60'
L = 97.01'
EXISTING ABUTMENT 1
EXISTING ABUTMENT 2
Horiz. Curve Data:
PI 11+27.71
R = 325.00'
T = 59.94'
L = 118.54'
RG3029-H
SUMMARY OF BORING LOGS
L
Profile Grade
Grade = 0.000%
El. 3600.00 El. 3600.00
EXP
"4 11'-5
"2 1103'-1" = 2
133 spa. @ 3'-1
"4 11'-5
El. 3605.40
El. 3605.40
El. 3605.40
RG3029-I
TYPICAL SECTION
RG3029-K
WINGWALLS
Q WS El. 3598.950
RG3029-J
SLOPE PROTECTION
Q200 6.4012195 3601.5
100Q scour El. = 3577.9
EXP
3,575
El. 3601.7
Low chord
(typ.)
piles (typ.)
New HP 14x89 steel
-0.000%
REBAR LIST
embankment stabilization details.
See RG3029-E for Slope Protection and Approx. existing ground @ C Rdwy.
D. GERMANI
Bridge Railing Post spa. (typ. both sides) piles to stay in place (typ.)
" steel8 3Exist. 8"x8"x
E l.
.4
S ta
.7
B e g in B r id
E l.
.4
S ta
.7
E n d B r id existing profile grade
Bridge approaches match
(typ. @ all 4 corners)
Object marker
NO.
PROJECT
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
HAT CREEK BRIDGE
MONTROSE ROAD (COLL. 7136)
SIOUX COUNTY, NEBRASKA
DRAWING NO.DATEBRIDGE DRAWING
KARL EIKERMANN
PROJECT TEAM LEADERSCALE
CHECKED BY
DRAWN BY
R.WEHNER
DESIGNED BY
REVISIONS
BY
DATENO.
N
N E
(1
B r id g e R
G C
A D
F il e s D
G N
F il e s r g p e .d g
RG3029- of FEBRUARY 2018 11
GENERAL NOTES
B2NONEK. EIKERMANN
S2
D. GERMANI
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g g n .d g
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g f o u n d a ti o n .d g n
RG3029- of FEBRUARY 2018 11 C1" = 10'-0"
FOUNDATION NOTES:
FOUNDATION PLAN
S3
P T
.3
P C
.6
2"1'-0"
102'-0"2'-0" 2'-0"
3,610
3,595
3,580
3,585
3,590
3,595
3,600
3,605
Sta. 12+93.71
End Bridge
Sta. 11+87.71
Begin Bridge
S ta
.7
C B r g
A b u t.
L S ta
.7
C B r g
A b u t.
L ty p ty p s p a s p a
L" steel piles8 3C exist. 8" x 8" x L
C Rdwy.L
H a t
C r e e k
N
Abut. 1 Abut. 2
Approx. existing ground @ C RdwyL
El. 3598.39 El. 3598.39
FOUNDATION PLAN
ELEVATION
2'-0"2'-0" (typ.)
ty p
El. 3600.00 El. 3600.00
Profile Grade @ C Rdwy.L
(typ. all four corners)
Existing wingwall piles to be removed.
Horiz. Curve Data:
PI 11+27.71
R = 325.00'
T = 59.94'
L = 118.54'
Horiz. Curve Data:
PI 13+43.21
R = 625.00'
T = 48.60'
L = 97.01'
Location
Abut. 1
Abut. 2
FOUNDATION TABLE
Resistance req'd. (Rndr)
Nominal Pile Driving Min. Pile Tip Elev.
Axial Load
Max Factored Pile
220 kips(strength I)
220 kips(strength I)
El. 3563.0
El. 3563.0
Grade = 0.000%
C new HP 14 x 89 steel piles
New HP 14 x 89 steel piles (typ.)
S. BELCHER
to be removed under Option X.
Existing bridge superstructure
420 kips
420 kips
D. GERMANI
in place (typ.)
steel piles to stay
" 8 3Exist. 8" x 8" x
See Notes.
Test Pile.
See Notes.
Test Pile.
criteria for production piles.
with signal matching and provide driving
Verify the dynamic load test assumptions accordance with section 551.13(a) of FP-14.
Conduct dynamic load tests on 2 piles in
AASHTO/AWS Bridge Welding Code, D1.5.
Grade 65-35. Weld to steel pile according to cast steel shoes conforming to ASTM A27, Pile tips shall be fitted with prefabricated, Grade 50.
New steel H-piles shall conform to ASTM A572, STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g b o r in g s .d g n
RG3029- of FEBRUARY 2018 11
P T
.3
P C
.6
L
N
C Rdwy.
Bridge Length = 106'-0"
H a t
C r e e k
LEGEND
Boring No.
Elev.
RQD
x x x
Core Run
Depth Terminated
Location
Plan View
Graphic material description
Practical refusal SPT
% Core Recovery Shaded
Ground Water Depth at time of drilling (ATD)
Unified Soil Classification
Location of any sampled hole
AASHTO T206
(SPT) in accordance with standard penetration test
Blow count per foot with
TYPICAL TEST HOLE SYMBOL
TYPICAL TEST HOLE LOG
PLAN
ELEVATION
D
SUMMARY OF BORING LOGS
4NONE
S ta
.7
B e g in B r id
S ta
.7
E n d B r id
3,610
3,605
3,600
3,595
3,590
3,585
3,580
3,575
3,570
3,565
3,560
3,555
3,550
3,545
BH-01
STA 11+45, 5 ft RT
60.17
BH-02
STA 13+10, 5 ft RT
50.25
BH-01
BH-02
Silt Shale
Lean Clay
Silty Sand
Weathered Shale
Silty Clay
Fat Clay
El. 3606
50/5"
50/4"
50/2"
50/4"
50/2"
50/3"
50/2"
50/5"
El. 3605
S4
Division, Geotechnical Services Branch.
Federal Highway Administration, Central Federal Lands Highway
October 2017, prepared by U.S. Dept. of Transportation, Hat Creek Bridge, Report No. NE-FLAP-7136(1)-001-16, dated
For additional information, refer to Final Geotechnical Report:
C Pile wingwall (typ.)
Timber lagging
9"4'-4"4'-4"4'-4"4'-4"9"
18'-10"
Approx. exist. ground.
Steel pile spa.
A
A
Begin or End Bridge
Top of Rdwy.
3"8"
Scale: 1" = 1'-0"
UNLESS NOTED
" = 1'-0"2
SECTION A-A
S6
6 FK. EIKERMANN
Top of Rdwy.
3"8"
L
Top of pile
Begin or End Bridge
Scale: 1" = 1'-0"
SECTION B-B
B
B
L
9"
1'-6" 1'-6" wall (remove).
3" x 12" timber lagging
8"8"
6"
Top of pile
EXISTING ABUTMENT 1 ELEVATION
ABUTMENT 1 DETAILS
EXISTING
El. 3604.16 (Abut. 1)
El. 3599.39 lagging wall
3" x 12" timber
" steel abut. pile 8 38" x 8" x
8" x 4" x 14" steel wingwall pile.
(remove to 1' below new abut. cap) wingwall bracing (typ.)
6" x 2" Steel channel
El. 3604.14 (Abut. 1)
" bearing plate 2 abut. support.
12" x 3" steel channel
Note: Truss superstructure not shown.
" bearing plate.2 running plank
" timber 2 13" x 11 abut. support steel channel
12" x 3"
3" x 12" timber lagging wall.
foundation.
for re-use in new specified elevation abut. pile. Cutoff at
" steel 8 38" x 8" x
8" x 4" stringer
Int. steel timber deck
" 4 3" x 54
E x is ti n g S u p e r s tr u c tu r e
P a y l im it s f o r r e m o v a l o f
B r id g e
S u b s tr u c tu r e
" timber deck 4 3" x 54
" channel4 18" x 2
Ext. steel stringer brg. plate
@ C pile, top of
El. taken here
" steel bearing plate2 abut. support steel channel
12" x 3" foundation.
for re-use in new specified elevation abut. pile. Cutoff at
" steel 8 38" x 8" x
P a y l im it s f o r R e m o v a l o f
B r id g e
S u b s tr u c tu r e
C. ROBINSON
support for re-use in embankment stabilization. See RG3029-E.
Salvage 6" x 2" steel channel bracing or 12" x 3" steel channel abut.
NOTE:
Cutoff steel abut. piles at this elevation for re-use in new foundation.
El. 3598.39
Remove to channel bracing
6" x 2" Steel to b e r e m o v e d u n d e r O p ti o
X
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g e x is ti n g a b u tm e n t.
d g wingwall (typ.)
Timber lagging
9"4'-4"4'-4"4'-4"4'-4"9"
18'-10"
Steel pile spa.
AB
6"
AB
1'-6" 1'-6"
UNLESS NOTED
" = 1'-0"2
K. EIKERMANN
6"
S7
G 7
EXISTING ABUTMENT 2 ELEVATION
ABUTMENT 2 DETAILS
EXISTING
El. 3599.39
El. 3604.09 (Abut. 2)
" bearing plate2 lagging wall
3" x 12" timber " steel abut. pile.8 38" x 8" x
8" x 4" x 14" steel wingwall pile.
(remove to 1' below new abut. cap) ground.
exist.
Approx.
" bearing plate2 abut. support.
12" x 3" steel channel
Note: Truss superstructure not shown.
El. 3604.13 (Abut. 2) wingwall bracing (typ.)
6" x 2" Steel channel
P a y l im it s f o r R e m o v a l o f
B r id g e
S u b s tr u c tu r e
Note: See RG3029-F for Section A-A & B-B.
C. ROBINSON
support for re-use in embankment stabilization. See RG3029-E.
Salvage 6" x 2" steel channel bracing or 12" x 3" steel channel abut.
NOTE:
El. 3598.39
Remove to channel bracing.
6" x 2" Steel
Cutoff steel abut. piles at this elevation for re-use in new foundation.
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g e x is ti n g a b u tm e n t.
d g
45° (typ.)
(t y p
'-0
" w in g w a ll (ty p
Fill Face
C Brg. & C Abut.L L
1'-11"4 spa. @ 4'-4" = 17'-4"1'-11"
4'-1"3 spa. @ 4'-4" = 13'-0"4'-1"
Existing piles
Top of Rdwy.
ABUTMENT PLAN
ABUTMENT ELEVATION
A
A
ABUTMENT
" = 1'-0"4
7" (typ.)
C Rdwy.L
New piles
10"
2'-0"2'-0"
" w/ drain grate
C 3" Ø weephole L
SECTION A-A
Scale 38" = 1'-0"
Begin or End Bridge
K. EIKERMANN
10'-7"10'-7" p il e e m b e d
C Brg.L
S8
H8
1'-0"2"
L
C Exist. 8" x 8" x 38" steel pile L prior to ordering materials and constructing abutments.
* Final dimensions & elevations to be coordinated with bridge manufacturer
10'-0"10'-0"
(Abut. 1 Shown, Abut. 2 Similar)
(Abut. 1 Shown, Abut. 2 Similar)
Top of Rdwy.
El. 3598.39 *
C New HP 14 x 89 steel pile
End Bridge Sta. 12+93.71
Begin Bridge Sta. 11+87.71
El. 3604.40 (typ.)
L
C Exist. 8" x 8" x 38" steel pile L
C New HP 14 x 89 steel pile
PILE DETAIL
Scale 38" = 1'-0"
El. 3605.40 (typ.)
Bottom of abutment cap
@ ends) #5AE1 (typ.
7"= 1'-2", 2 spa. @
3"6"
#5AE1 (typ.)
#4EE1 (typ.)
#4EE2 b.f.
"2 15'-610'-1""2
15'-6weephole spa.
#7AE2 (6 tot.)
#7AE3 (6 tot.)
b.f. = Both faces o.f. = Other face f.f. = Fill face
ABBREVIATIONS:
#4EE2 (8 tot.)
c lr
#5AE1
6-#7AE2
6-#7AE3
3"26 spa. @ 9"= 19'-6", #4EE13"
#4EE3 (typ. @ ends)
3"
(typ.)
#4EE3
or
#4EE1
"2 piles) #5AE1 (typ.betw.
2 spa. @ 6"= 1'-0", "2 sheet drain.
Geocomposite
Geocomposite sheet drain with
Class 2, Type C geotextile.
Attach to wall per manufacturer's instructions.
for #7AE3 placement
2%
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g a b u tm e n t.
d g
"8 18'-2
El. 3604.40
El. 3598.39 *
Other face
Fill face
1'-0"
A
A
SECTION A-A
ABBREVIATIONS:
b.f. = both faces o.f. = other face f.f. = fill face
Fill face
Other face
8'-0" wingwall
WINGWALL PLAN
(typ. @ all four wingwalls)
WINGWALL ELEVATION
(typ. @ all four wingwalls)
El. 3605.40 prior to ordering materials and constructing abutments.
* Final dimensions & elevations to be coordinated with bridge manufacturer
WINGWALL
S9
" = 1'-0"
3 I K. EIKERMANN
#4WE3
#5WE2
#5WE4 b.f.
#4WE1a b.f. #4WE1g b.f.
W
E f .f s p a s p a
W
E o .f
#4WE bars
#5WE4
#4WE3 (typ.) #5WE2 (typ.)
6 spa. @ 1'-3"= 7'-6", #4WE1(a-g) b.f.3"
3" Ø weephole
Geocomposite sheet drain with
Class 2, Type C geotextile.
Attach to wall per manufacturer's instructions.
3" Ø weephole w/ drain grate
5'-0"
#4WE3 o.f. (typ.)
#5WE2 f.f. &
Geocomposite sheet drain.
2%
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g w in g .d g
L
0%
TYPICAL SECTION
10'-0"10'-0""4 13 "4 decking (galvanized)
Structural steel
Side dam (typ.)
Steel railing post (typ.)
Steel Diaphragm
Structural
"2 11'-05 spa. @ 3'-7" = 17'-11""2
11'-0
TYPICAL SECTION
" = 1'-0"8
3K. EIKERMANN
Rolled steel girder (typ.). splice at diaph (typ.).
Optional field bolted
2'-0"2'-0"
A b u t.
c a p
C brg.L
9 gage galv.
steel decking
End guard angle
TYPICAL SECTION @ ABUTMENT
C Bridge
C Rdwy. &
L m a x
Gdr./Prefab Bridge Length = 104'-0"
2" gap 10" endwall
10 J pads per bridge manufacturer.
and elastomeric bearing
Anchor bolts, bearing plates, 1'-6"4'-0"1'-6" excavation structure
Pay limits of **Aggregate base m in e m b e d s u p e r s tr u c tu r e d e p th
STRUCTURE EXCAVATION LIMITS
Approx. existing ground
1'-6"4'-0"1'-6"
Finished ground
Profile grade3 R o a d w a y S e c ti o n
STRUCTURE BACKFILL LIMITS
backfill structural
Pay limits of
Existing bridge to be removed
S10 depth above steel decking crest.
" 2 1Fill corrugations to provide 2
**Aggregate base (compacted).
D. GERMANI
prior to ordering materials and constructing abutments.
* Final dimensions & elevations to be coordinated with bridge manufacturer
TL-2 rating min.
(10 ga.) (typ.)
Galvanized Thrie-Beam Bridge Railing
Begin/End Bridge
** This work to be completed under Option Y.
Flared Thrie Beam End Section Bridge Railing
Thrie Beam
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g ty p ic a l.
d g
K. EIKERMANN NONE
REINFORCING STEEL SCHEDULE DIMENSION TABLE
BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R
ABUTMENTS
V or N
60T2 2•" 6" 3'-8" 2'-7" 3'-8" 2'-7" 6"13'-6"#5AE1 8455 Stirrups
122 5…" 1'-2" 20'-10" 1'-2"23'-2"#7AE2 5687 Horiz. top
12STR 20'-10"20'-10"#7AE3 5117 Horiz. bot.
1924 LBSSUBTOTAL
ENDWALLS
V or N
5417 3„" 4'-6" 6" 4'-6"9'-6"#4EE1 3434 Stirrups
16STR 20'-10"20'-10"#4EE2 2234 Horiz. b.f.
417 3„" 5'-1" 6" 5'-1"10'-8"#4EE3 294 Stirrups
594 LBSSUBTOTAL
WINGWALLS
V or N sets of
STR 5'-8•"
to
6'-7•" at 1ƒ"
Incr.
5'-8•" to
6'-7•" at 1ƒ"
Incr.
#4WE1 2314 Vert. b.f.
4052 3ƒ" 7'-11" 1'-6" 1'-ƒ" 1'-1‚"9'-5"#5WE2 3935 Horiz. f.f.
2452 3„" 7'-11‚" 1'-6" 1'-ƒ" 1'-1"9'-5•"#4WE3 1524 Horiz. o.f.
873 3ƒ" 7'-8•" 10" 1‚" 10‚"8'-6•"#5WE4 715 Horiz. top
847 LBSSUBTOTAL
B
STR
TYPE 2
A G
B
B
C
D
OPTIONAL LEG
TYPE 17
A
G B
EC
D
TYPE T2
D
C
B
A
TYPE 52
TYPE 73
C
B
D
A
NOTES
All "E" bars are epoxy coated.
Dimensions in bending diagrams are out-to-out of bars
2.
1.
b.f. = Both faces o.f. = Other face f.f. = Fill face
ABBREVIATIONS:
REBAR LIST
11 K
S11
STATE
NE
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
N
N E
(1
B r id g e R
G C
A e s D
G N
F il e s r g r e b a r .d g
For all retroflectorized signs where W > 25' V may be reduced by 1 foot in rural districts for
6 ft
2 ft
5 ft
7 ft
NO SCALE
NOTE:
E d g e o f tr a v e le d w a y
Elevation at edge of traveled way
LC
E d g e o f s h o u ld e r
Rural Districts
Location
1.
2.
3.
a secondary sign mounted below another sign.
Business or
Residence Districts
SINGLE POST SIGNS
MINIMUM DISTANCE TO SIGN
SIGN INSTALLATION ANGLE
TYPICAL MOUNTING FOR
Direction of traffic flow from curb
Lateral
Offset (W)
Mounting
Height (V)
H
Z is the height from ground line to mid-height of sign at the longest post.
For the purpose of post selection X and Y are as follows:
- Single sign, or back to back signs: X and Y are the overall dimensions of the signs.
- Multiple sign installations: X and Y are the dimensions of a rectangle enclosing all the signs.
4.
633-A
See table for hole size post, parallel to sign face.
Field drill holes through
Bottom of sign
Backfill material post
Finish ground line
" lock nut16
" outside dia.) 4 1(1 oversized washer
" nonmetallic16
" oversized washer16
" bolt16
" bolt thru the post8
X=5 ft maximum
3" minimum all around (typ.)
Long side of post
W
Y V
Z
.5
Y
T1
Black stripes
Yellow stripes retroreflective
12"
OM3-ROM3-L
OBJECT MARKER
TYPE 3
0.093" Min
Optional
AA
See Detail A
METAL POST DETAIL
Metal post to be as shown except that minor variations in design and dimensions will be permitted to meet manufacturer's standards.
SECTION A-A
DETAIL A
32" holes
16" 2 716"
1 116"
16"
16"
16"3 116"
16"
16"
16"
WOOD POST DETAIL
m in a b o v e g r a d e
Bridge floor
MARKER INSTALLATION
SIGN AND OBJECT
OBJECT MARKER DETAIL
SIGNS
indicates overall post length. Select post lengths to fit field conditions.
Furnish posts conforming to Section 718.04.
H m in
STATE PROJECT
A
M N N
E R o a d w a y C
A D
D S h e e ts T S
P A .d
U.S. DEPARTMENT OF TRANSPORTATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SPECIAL
U.S. CUSTOMARY SPECIAL
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
NE
.7
.0
.0
.7
.0
X1 Montrose Bridge Repair
NE FLAP 7136(1)
NE
PROJECTSTATE
N
N E
\7
(1
R o a d w a y
\C A
D D
S h e e ts
\X -M
L
X s e c \X
S S
(7 d g n
:2
:5
A
M
/1
/2
U s e r th o m a s .m c c r a r y
_ NUMBER
SHEET
Sl op e_ St ak e_
Cu t_L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Sl op e_ St ak e_
Cu t_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
C L
S ta
.7
R
D e s
G r a d e
.0
S u b g r a d e
.8
O r ig
G r n d
.0
.4
.7
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Sl op e_ St ak e_
Cu t_L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Sl op e_ St ak e_
Cu t_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
C L
S ta
.0
R
D e s
G r a d e
.6
S u b g r a d e
.3
O r ig
G r n d
.6
.7
.2
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Sl op e_ St ak e_
Cu t_L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Sl op e_ St ak e_
Cu t_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
C L
S ta
.0
R
D e s
G r a d e
.7
S u b g r a d e
.4
O r ig
G r n d
.7
.0
.1
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Sl op e_ St ak e_
Cu t_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Sl op e_ St ak e_
Cu t_L
C L
S ta
.7
R
D e s
G r a d e
.2
S u b g r a d e
.9
O r ig
G r n d
.2
.7
.2
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Sl op e_ St ak e_
Cu t_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Slo pe
_S tak e_ Fil l_L
C L
S ta
.0
R
D e s
G r a d e
.7
S u b g r a d e
.5
O r ig
G r n d
.7
.4
.3
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
.0
.0
.0
.7
X2 Montrose Bridge Repair
NE FLAP 7136(1)
N E
\7
(1
R o a d w a y
\C A
D D
S h e e ts
\X -M
L
X s e c \X
S S
(7 d g n
:2
:5
A
M
/1
/2
U s e r th o m a s .m c c r a r y
_ NUMBER
SHEET
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Slo pe
_S tak e_ Fi ll_ L
Slo pe
_S tak e_ Fil l_R
C L
S ta
.0
R
D e s
G r a d e
.9
S u b g r a d e
.6
O r ig
G r n d
.9
.4
.2
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Slo pe
_S tak e_ Fi ll_ L
Slo pe
_S tak e_ Fil l_R
C L
S ta
.0
R
D e s
G r a d e
.2
S u b g r a d e
.9
O r ig
G r n d
.2
.5
.6
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
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Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
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Sl op e_ St ak e_
Fi ll_
L
Slo pe
_S tak e_ Fil l_R
C L
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.0
R
D e s
G r a d e
.3
S u b g r a d e
.1
O r ig
G r n d
.3
.3
.2
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
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Fi ll_
L
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_S tak e_ Fil l_R
C L
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.7
R
D e s
G r a d e
.5
S u b g r a d e
.2
O r ig
G r n d
.5
.3
.2
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
.0
.0
.7
X3 Montrose Bridge Repair
NE FLAP 7136(1)
N E
\7
(1
R o a d w a y
\C A
D D
S h e e ts
\X -M
L
X s e c \X
S S
(7 d g n
:2
:5
A
M
/1
/2
U s e r th o m a s .m c c r a r y
_ NUMBER
SHEET
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
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Pv mt
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OP
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Slo pe
_S tak e_ Fi ll_ L
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_S tak e_ Fil l_R
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.0
R
D e s
G r a d e
.2
S u b g r a d e
.0
O r ig
G r n d
.2
.5
.9
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R
Ex _P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Slo pe
_S tak e_ Fil l_L
Slo pe
_S tak e_ Fil l_R
C L
S ta
.0
R
D e s
G r a d e
.5
S u b g r a d e
.3
O r ig
G r n d
.5
.3
.6
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
To ps oil _L
Pv mt
_E
TW
_L ay erT op
_L
Pv mt
_E
OP
_L ay er1 _R
Ex _P vm t_L
Pv mt
_E
TW
_L ay er1 _L
To ps oil _R
Pv mt
_E
TW
_L ay erT op
_R Ex
_P vm t_R
Pv mt
_E
TW
_L ay er1 _R
Pv mt
_C L_
La ye rT op
Ex _P vm t_C
L
Pv mt
_C L_
La ye r1
Pv mt
_E
OP
_L ay er1 _L
Ex ter ior B ou nd ary
Ex ter ior B ou nd ary
Sl op e_ St ak e_
Cu t_L
Sl op e_ St ak e_
Cu t_R
C L
S ta
.7
R
D e s
G r a d e
.0
S u b g r a d e
.8
O r ig
G r n d
.0
.9
.4
<---- Edge of Exist Pavement
<---- Edge of Exist Pavement
| A001.pdf |
| A002.pdf |
| A003.pdf |
| A004.pdf |
| A005.pdf |
| A006.pdf |
| B-sheets.pdf |
| B-sheets.pdf |
| A001.pdf |
| A002.pdf |
| A003.pdf |
| rg3029 100% 3-8-16 pdf.pdf |
| rg3029 pe |
| rg3029 gn |
| rg3029 foundation |
| rg3029 borings |
| rg3029 riprap |
| rg3029 existing abutment |
| rg3029 existing abutment |
| rg3029 abutment |
| rg3029 wing |
| rg3029 typical |
| rg3029 rebar |
| X-sheets.pdf |
| A001.pdf |
| A002.pdf |
| A003.pdf |
| A004.pdf |
| A005.pdf |
| A006.pdf |
File details come from the government source that posted it.