Att. 2 Plans 250523.pdf
PDF 9 MB Posted
- Attached to
- GAOA SUF Forest Road 152 South Brule River Bridge Replacement Federal contract opportunity
- Solicitation number
- 12445525B0004
- Issued by
- Department of Agriculture Forest Service
About this file
The document is a detailed set of engineering plans for the South Brule River Bridge Replacement project located in Superior National Forest, Cook County, Minnesota. The project involves replacing an existing two-span timber deck and beam bridge with a single-span spike laminated timber bridge on Forest Road 152. Key technical specifications include:
The new bridge will have a 38'-8" span length, 16'-0" clear roadway width, and 20" spike laminated timber deck. The design includes timber piling foundations with approximately 20-foot pile lengths and a required pile capacity of 30 tons per pile. The project incorporates specific environmental considerations, such as a Brule River Trout Stream restriction prohibiting in-stream work between September 15 and June 30. The road will be reconstructed with 4" asphalt pavement, 6" of MNDOT Class 5 base, and 4" of MNDOT Class 1 gravel, maintaining a similar profile to the existing road with slight modifications to road grade and cross-slope.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract of Bids 250714.xls | XLS spreadsheet | |
| 12445525B0004 Amendment 0001 250707.pdf | ||
| Att. 4 Supplemental Specs 250220.pdf | ||
| Att. 5 Project Map 250523.pdf | ||
| Att. 6 NEPA 250523.pdf | ||
| Att. 7 Wage Determination - MN20240231 250502.pdf | ||
| IFB Solicitation 12445525B0004 250529.pdf | ||
| Att. 1 Schedule of Items 250529.docx | DOCX document | |
| Att. 3 SOW 250523.pdf |
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Text version
PRESTON TRIPP Digitally signed by PRESTON TRIPP Date: 2025.01.08 15:13:22 -06'00'
Digitally signed by KYLE STOVER Date: 2025.01.10 15:46:49 -06'00'
Digitally signed by THOMAS HALL Date: 2025.01.23 14:01:15 -06'00'
JEFFREY DULKA
Digitally signed by JEFFREY DULKA
DN: CN=JEFFREY DULKA + OID.0.9.2342.19200300.100.1.1=12001002948495,
OU=Department of Agriculture, O=U.S. Government, C=US Location: USFS Northeast Region Reason: I am approving this document Contact Info: Regional Bridge & Structures Program Manager Date: 2025.01.29 14:47:49-06'00'
JOSIAH KIM Digitally signed by JOSIAH KIM Date: 2025.01.30 10:16:46 -06'00'
Brule River Trout Stream Restriction:
No in-stream work will be permitted between September 15 to June 30.
36 TEMPORARY BYPASS 1 LS
TIMBER WEARING SURFACE 1.9 MBM
EXISTING TYPICAL SECTION FR152 ROAD
STA 0+00 - 4+00
PROPOSED TYPICAL SECTION FR152 ROAD
STA 0+00 - 1+80.80
STA 2+19.47 - 4+00
FR152 CENTERLINE
FR152 CENTERLINE
15'
1'-0" SHLD
2'-0" 12'-0"
1'-0" SHLD
2'-0"
16'-0"
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 4:
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(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
TYPICAL SECTION
01/05/2021
GS
GS
SP
C-02 3 26
COOPER
ENGINEERING
4" ASPHALT PAVEMENT, 2 EQUAL LAYERS
6" OF MNDOT CLASS 5
4" OF MNDOT CLASS 1
GRAVEL SURFACE
EXISTING CONTOUR
VARIES2:1 (TYP.)
VARIES
2.5:1(TYP.)
POINT REFEREED TO ON PROFILE GRADE(VARIES WITH STATION)
2% TYP4% 2% TYP 4%
3:1
EXISTING PROFILE SURFACE(VARIES WITH STATION)
3:1PROPOSED CONTOUR
RAILING @BRIDGE
CONSTRUCTION
AHEAD
CONSTRUCTION
AHEAD
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
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(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
MISCELLANEOUS
ROADWAY QUANTITIES
01/26/2021
GS
GS
SP
C-04 5 26
COOPER
ENGINEERING
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
E
E
E
E
E
E
E
E
3+09.08
1+00.00 2+00.00
3+00.00
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
FOREST SERVICE
DEPAR TMENT OF AGRICU LT
UR
E
United States Department of Agriculture Forest Service
1/5 /21
2:
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LA
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DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
EXISTING CONTOUR MAP
12/22/2020
GS
GS
SP
C-05 6 26
FR 152 CENTERLINE
EXISTING BRIDGE
EXISTING WINGWALL AND
TIMBER PILES
EDGE OF WATER(TYP.)
SO
U
TH
B
R U
LE
R
IV
ER
EDGE OF GRAVEL SURFACE
GRAPHIC SCALE
0 510 10
(IN FEET)
SOUTH BRULE RIVER
COOPER
EXISTING RIPRAP(TYP.)
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
E
E
E
E
E
E
0+001+002+003+00
4+00
STA 1+80.80STA 2+19.47
OH OH OH OH OH OH OH OH OH
2+00 STA 1+80.80STA 2+19.47
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
FOREST SERVICE
DEPAR TMENT OF AGRICU LT
UR
E
United States Department of Agriculture Forest Service
1/2 9/2
1 1 4:
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DW
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(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
PROPOSED CONTOUR
MAP
01/27/2021
GS
GS
SP
C-06 7 26
GRAPHIC SCALE
0 7.515 15
(IN FEET)
FR 152 CENTERLINE
EDGE OF WATER(TYP.)
EXISTING BRIDGE
EXISTING WINGWALL AND
TIMBER PILES
PROPOSED STRUCTURE
PROPOSED CONTOURS
WITH 3:1 SLOPE
EDGE OF ASPHALT
COOPER
ENGINEERING
SOUTH BRULE RIVER
SO
U
TH
B
R U
LE
R
IV
ER SLOPE INTERCEPT
PROPOSED CONTOURS NEAR BRIDGE
ELECTRIC POLE(TYP.)
OVERHEAD UTILITY LINE(TYP.)
EXISTING
CONTOURS(TYP.)
BOTTOM OF
EXISTING
SLOPE(TYP.)
TOP OF EXISTING
SLOPE(TYP.)
PROPOSED MNDOT
TYPE III RIPRAP
PROPOSED CONTOUR MAP NEAR BRIDGE
SCALE: 1IN = 10FT
EDGE OF GRAVEL
PROPOSED CONTOURS
MATCH EXISTING
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
E
E
E
E
E
E
0+001+002+003+00
4+00
STA 1+80.80STA 2+19.47
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
FOREST SERVICE
DEPAR TMENT OF AGRICU LT
UR
E
United States Department of Agriculture Forest Service
1/2 9/2
1 1 4:
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SA
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(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
SOIL EROSION CONTROL
01/28/2021
GS
GS
SP
C-07 8 26
GRAPHIC SCALE
0 7.515 15
COOPER
ENGINEERING
FR 152 CENTERLINE
EDGE OF WATER(TYP.)
SOUTH BRULE RIVER
SO
U
TH
B
R U
LE
R
IV
ER
PLACE EROSION MAT URBAN CLASS I TYPE B ON ALL SLOPES
SILT FENCE
EROSION CONTROL LEGEND
RIP RAP OR STONE DITCH CHECK
SLOPE INTERCEPT
TURBIDITY BARRIER
PROPOSED EROSION
CONTROL BLANKET(TYP.)
TURBIDITY BARRIER
PROPOSED SILT FENCE(TYP.)
REMOVE FOLLOWING STABILIZATION
SLOPE INTERCEPT
PROPOSED MNDOT
TYPE III RIPRAP
EL
EV
AT
IO
N (F
EE
T)
.8
.7
.7
.6
.5
.3
.5
.9
.2
.0
.9
.7
.5
.6
.8
.0
.2
.0
.2
.6
.9
.2
.5
.6
.7
.7
.7
.6
.5
.2
.9
.6
.3
.2
0+000+501+001+502+002+503+003+504+00
VCL = 50.00
K = 79.06
VP
C
ST
A
3+
.0
VP
C
EL
0.
VP
T
ST
A
3+
.0
VP
T
EL
0.
VPI STA 3+50.00
VPI EL 1640.575
VCL = 100.00
K = 68.97
VP
C
ST
A
0+
.0
VP
C
EL
0.
VP
T
ST
A
1+
.0
VP
T
EL
1.
VPI STA 1+25.00
VPI EL 1641.700
VCL = 100.00
K = 66.67
VP
C
ST
A 2+
.0
VP
C
EL
1.
VP
T
ST
A
3+
.0
VP
T
EL
0.
VPI STA 2+75.00
VPI EL 1641.700
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
E
E
E
E
E
E
0+001+002+003+00
4+00
STA 1+80.80STA 2+19.47
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
FOREST SERVICE
DEPAR TMENT OF AGRICU LT
UR
E
United States Department of Agriculture Forest Service
1/2 9/2
1 1 4:
G
SA
GG
U G:
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LA
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VE
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DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
PLAN AND PROFILE
01/27/2021
GS
GS
SP
C-08 9 26
100YR. WATER SURFACE
EL. : 1636.54(UPSTREAM) OBSERVED WATER EL. :
1632.28 (06.16.20)
REMOVE EXISTING STRUCTURE
STA 1+82.11 - STA 2+17.71
PROPOSED STRUCTURE
STA 1+80.00 - STA 2+19.47
ORIGINAL GROUND
REMOVE EXISTING STRUCTURE
STA 1+82.11 - STA 2+17.71
EXISTING STRUCTURE
2 SPAN TIMBER DECK AND BEAM BRIDGE
15'-0" CLEAR ROADWAY WIDTH
36'-0" TOTAL LENGTH
STA 1+82.11 - STA 2+17.71
PROPOSED STRUCTURE
SINGLE SPAN SPIKE LAMINATED TIMBER BRIDGE
16'-0" CLEAR ROADWAY WIDTH
38'-8" SPAN LENGTH(BACK TO BACK ABUTMENTS)
STA 1+80.80 - STA 2+19.47
BEGIN PROJECT, MATCH EXISTING GRADE
STA 0+00.00
N(Y): 865675.72 E(X): 3277788.39
END PROJECT, MATCH EXISTING GRADE
STA 4+00.00
N(Y): 865961.78 E(X): 3277509.31
PROPOSED EDGE OF ASPHALT
PROPOSED EDGE OF GRAVEL
MNDOT TYPE III RIPRAP
EDGE OF WATER(TYP.)
GRAPHIC SCALE
0 7.515 15
(IN FEET)
SOUTH BRULE RIVER
COOPER
ENGINEERING
1.50%
SO
U
TH
B R
U
LE
R
IV
ER
PROPOSED GROUND
EARTHWORK QUANTITIES
NAME TOTAL AREA(SQ.FT.) CUT(CU.YD.) FILL(CU.YD.) NET(CU.YD.)-FILL
NW CONTOUR AREA 1117.7600 17.5500 94.6600 77.1000
SE CONTOUR AREA 894.4600 12.0300 57.8700 45.8500
TOTAL 2012.2200 29.5800 152.5200 122.9500
SLOPE INTERCEPT(TYP.)
EXISTING GROUND(EL.=1640.00)
SPREADER BEAM
(6" X 12" X 15'-6")
PILE CAP(16" X 16"), B/CAP EL.=1638.2
100YR. WATER SURFACE
EL. : 1636.54(UPSTREAM)
NORMAL WATER
EL. : 1632.28
TIMBER PILING 9.9-INCH TIP Ø, APPROX.
13.5-INCH BUTT Ø
ESTIMATED LENGTH = 20 FT.
REQUIRED PILE CAPACITY = 30 TONS/PILE
RIPRAP WITH GEOTEXTILE FABRIC
STREAMBED EL.: 1630.5
20" SPIKE LAMINATED TIMBER DECK
RAILPOST SPACING
3'-0"
REQ'D
STRUCTURE BACKFILL
LIMITS OF BACKFILL
MIN. FREEBOARD AT Q100 BELOW SPREADER BM = 2 FT.,
BELOW DECK = 3 FT.
EL. = 1629.4
REMOVE
EXISTING STRUCTURE
1'-8"
5'-11" 5'-11" 5'-11" 5'-11" 5'-11" 5'-11"
1'-8"
BERM EL. = 1634.08
PROPOSED GROUND(EL.=1641.70)
4'-0"
MNDOT TYPE III RIPRAP
WINGWALL
END OF EXISTING
STRUCTURE
STA 2+17.71
END OF DECK/BACK OF EAST ABUTMENT
STA 1+80.80
END OF DECK/BACK OF WEST ABUTMENT
STA 2+19.47
END OF EXISTING
STRUCTURE
STA 1+82.11
FR 152 CENTERLINE
5' -9
TY
P.
TIMBER PILE 13.5" BUTT Ø
'-0
AS
PH
AL
T
LA
N E
38'-8" SPAN BACK TO BACK ABUTMENT
'-0
" C
LE
AR
R
O
AD
W
AY
W
ID
TH
36'-0" SPAN CLEAR HYDRAULICS OPENING
'-0 " O
U T
TO
O
U T
ST
R
U C
TU
R
E
7'-2"
30°
(TYP.)
6'-6"
1'- 9"
(T
YP
SPREADER BEAM
9'-0"
11'-5"
10'-3"
2' -0
G
R
AV
EL
1- 0"
SH
LD
2' -0
G
R
AV
EL
1- 0"
SH
LD
10:1
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 0:
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LA
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(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
STRUCTURAL PLAN
1/28/2021
GS
GS
SP
C-09 10 26
COOPER
ENGINEERING
PLAN
SINGLE SPAN TIMBER BRIDGE
n WINGWALL
ELEVATION
NORMAL TO SOUTH BRULE RIVER
(IN FEET)
GENERAL NOTES
DRAWINGS SHALL NOT BE SCALED.
CONSTRUCTION REQUIREMENTS SHALL BE CONFORM
TO SECTION 557 OF FP-14 SPECIFICATIONS.
TIMBER CONNECTORS AND HARDWARE SHALL BE
INCLUDED IN THE BID ITEM "TREATED LUMBER AND
TIMBER" & "SPIKE GLULAM LAMINATED TIMBER PANEL
BRIDGE SUPERSTRUCTURE".
GLU-LAM RAILING & DECK PANELS TO BE INCLUDED IN
THE BID ITEM, "SPIKE GLULAM LAMINATED TIMBER PANEL
BRIDGE SUPERSTRUCTURE".
BACKFILL PAY LIMITS. BACKFILL BEYOND PAY LIMITS
SHALL BE INCIDENTAL TO EXCAVATION FOR
STRUCTURES. LIMITS OF EXCAVATION SHALL BE
DETERMINED BY THE CONTRACTOR.
AT THE BACKFACE OF THE ABUTMENT ALL VOLUME
WHICH CANNOT BE PLACED BEFORE ABUTMENT
CONSTRUCTION AND IS NOT OCCUPIED BY THE NEW
STRUCTURE SHALL BE BACKFILLED WITH STRUCTURAL
BACKFILL.
ALL STATIONS AND ELEVATIONS ARE IN FEET.
BE
G
IN
P
R O
JE
C
T
ST
A 0+
EL
. 1
0.
C L
N W
. A
BU
T.
ST
A 1+
.4
EL
. 1
1.
C L
N E.
A
BU
T.
ST
A 2+
.8
EL
. 1
1.
EN
D
P R
O
JE
C T
ST
A
4+
EL
. 1
0.
PROFILE GRADE LINE
SCALE: 1IN = 40FT
SOUTH BRULE
R
IVER
N
K = 79.06
VCL = 50.00
K = 66.67
VCL = 100.00
K = 68.97
VCL = 100.00
0.00% 1.50% 0.63% 1.37%0.45% 1.45%
/2
.5
.3
.5
.9
.2
.0
.9
.7
.5
.5
.3
.5
.9
.2
.0
.9
.7
.5
1 1 2 2 3
DARK GRAYISH BROWN SAND AND GRAVEL, TRACE SILT, DAMP
GRAYISH BROWN SAND, WITH GRAVEL, LITTLE TO TRACE SILT, DAMP TO MOIST
BROWN SAND, WITH GRAVEL, TRACE SILT, WET
DARK GREENISH GRAY SAND, WITH GRAVEL, LITTLE SILT, WET
DARK GRAY SAND, WITH SILT, TRACE GRAVEL AND CLAY, WET
BROWN TO DARK GRAYISH BROWN SAND AND GRAVEL, TRACE SILT
BROWN SAND, WITH GRAVEL, TRACE SILT, DAMP
DARK GREENISH GRAY SAND, WITH GRAVEL, LITTLE TO WITH SILT, MOIST TO WET
DARK GRAY SAND, WITH SILT, TRACE GRAVEL, WET
BLACK AND GRAY BEDROCK(RQD=83)
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
FOREST SERVICE
DEPAR TMENT OF AGRICU LT
UR
E
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
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LA
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CO
VE
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DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
SUBSURFACE
EXPLORATION
1/28/2021
GS
GS
SP
C-11 12 26
COOPER
ENGINEERING
NOTE:
BORING COMPLETED BY: PSI, INC, 06/15/2020
REPORT COMPLETED BY: PSI, INC, 08/28/2020
BORING DATE COMPLETED NORTHING(Y) EASTING(X)
1 06.15.2020 865,807.1400 3,277,663.5600 2 06.15.2020 865,824.2100 3,277,627.5600
GRAPHIC SCALE
0 510 10
(IN FEET)
B-1
B-2
SO
UT
H
BR
UL
E
RI
VE
R
TIMBER PILE(TIP Ø - 9.9",
APPROX. BUTT Ø - 13.5"),
ESTIMATED LENGTH = 20 FT.
REQUIRED PILE CAPACITY =
30 TONS/PILE
PILE TIP EL. = 1619.5
NOM. 3" TIMBER WEARING
SURFACE
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 7/2
1 1 5:
G
SA
GG
U G:
\20
-P
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J\2
3\S
UP
ER
IO
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FR
2-
6.3 3 S
OU
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B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
AB
UT
ME
NT
D
ET
AI
LS
.D W
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ABUTMENT DETAILS
1/18/2021
GS
GS
SP
C-13 14 26
COOPER
ENGINEERING
(IN FEET)
8" X 8" X 5'-6"
PILESTAY
2" X 8" X 1'-6"
FILLER WEDGE
20" SPIKE LAMINATED TIMBER DECK
3/4" X 26" MACHINE BOLT
WITH (2) 3" X 3" X 5/16" PLATE
WASHER (1)
3/4" X 23" MACHINE BOLT
WITH (1) 3" X 3" X 5/16" PLATE
WASHER @ PILESTAY AND
(1) 3/4" CUT WASHER EA.
@PILE
3" x 12"
ABUTMENT
BACKING
6" X 8" X 9'-0" CORNER NAILING BLOCK, FASTEN TO BACKING
WITH (4) 3/4" X 11" MACHINE BOLTS WITH (1) 3"Ø X 1/4" PLATE
WASHER @ CORNER NAILING BLOCK & (1) 3" X 3" X 5/16"
PLATE WASHER @ BACKING, ALL BOLTS TO HAVE (1) 3/4"
LOCK BUT EA. FASTEN TO CAP & BLOCK WITH (2) 3/4" X 14"
LAG SCREWS WITH (1) CUT WASHER EA. BEVEL CORNER
NAILING BLOCK IN SHOP
4" x 12" WING BACKING
3" x 12"
ABUTMENT
BACKING
13.5" BUTT Ø TIMBER PILE
60D NAILS, WING
BACKING TO CORNER
NAILING BLOCK, (TYP.)
4" x 12" WING
BACKING BOARDS
4" x 14" WING CAP
13.5" BUTTØ TIMBER PILE
3/4"Ø X 24" MACHINE
BOLT WITH (1) 3" X 3" X
5/16" PLATE WASHER @
WING CLEAT & (1) 3/4"
CUT WASHER @ PILE,
ALL BOLTS TO HAVE (1)
3/4" LOCK NUT EA. FIELD
DRILL
SECTION A-A
1' -2
3'
-0
6"
CORNER NAILING BLOCK DETAIL -
PLAN VIEW BELOW PILE CAP
SECTION B-B
3/4"Ø X 36" DOME HEAD DRIVE SPIKE,
DECK TO ABUTMENT CAP
8" X 8" X 5'-6"
PILESTAY
PILE AND PILE CAP CONNECTION
3/4"Ø X 30" DRIFT PIN,
CAP TO PILING (1)
16" X 16" ABUTMENT CAP
13.5" BUTT Ø TIMBER PILE
NOTES:
(1) PROVIDE 2"-3" OF CLEARANCE BETWEEN THE MACHINE
BOLT AND DRIFT PIN(VERTICAL) DURING THE FIELD DRILL.
(1)
3' -0
PA
N
EL
C
3' -0
PA
N
EL
A
3' -0
PA
N
EL
C 3'
-0
PA
N
EL
C
3' -0
PA
N
EL
C
7'-2" 7'-2" 7'-2" 7'-2" 7'-2"
'-6
3' -0
PA
N
EL
B
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 8/2
1 1 0:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_B
R.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
SUPERSTRUCTURE
SECTIONS AND DETAILS
01/18/2021
GS
GS
SP
C-14 15 26
COOPER
ENGINEERING
16"X16"X21'-4" PILE CAP
ABUTMENT CURB
BLOCK
6"X12" SCUPPER
6"X12" CURB
12"(TYP.)
SECTION THROUGH DECK @ ABUTMENT
SECTION THROUGH DECK @ SPREADER BEAM
SCALE: 1IN = 2FT
16'-0" CLEAR ROADWAY
℄ ROADWAY
18'-0" OUT TO OUT OF DECKS
2'-8"
PANEL "A"
3'-0"
PANEL "B"
3/4"Ø X 32" DM. HD. BOLTS
WITH (1) 3" X 3" X 5/16" ⅊
WASHER AND (1) 3/4" LOCK
NUT PER BOLT
4" X 20" DECK PANELS
6" X 12" X 15'-6" SPREADER BEAM
5/8" X 19" DOME HEAD
DRIVE SPIKE, PANEL
SHIPLAP JOINT,(TYP.)
PANEL A
PANEL C
PANEL B
CONNECTION BETWEEN DECK PANELS
SCALE: 1IN = 1FT
C'BORE 2"Ø X 4" DEEP
PANEL A PANEL BPANEL C
NOTCH FOR 6 1/8" X 1 1/4" X 2'-6 1/8"
INTERNAL STEEL PLATE
DECK PANEL AND SPREADER BEAM - PLAN VIEW
SCALE: 1IN = 5FT
NOTES:
1 WEDGE LONGITUDINAL DECK PANELS WITH GAPS OVER 1/2" BETWEEN BOTTOM OF THE
DECK AND TOP OF THE SPREADER BEAM WITH PRESERVATIVE TREATED WEDGES
MATCHING DECK TREATMENT.
ANCHOR WEDGE IN PLACE BY PROVIDING SCREW AT BUTT END OF WEDGE OR PRE-DRILLED
HOLE THROUGH WEDGE, NO SPLITS ARE ALLOWED IN WEDGES. LENGTH OF WEDGE TO BE
MINIMUM OF 50% LONGER THAN CONTACT WIDTH OF SPREADER BEAM.
USE STRONG-DRIVE SDWH TIMBER-HEX HDG SCREW, STRONG-DRIVE SDWH TIMBER-HEX SS
SCREW, OR EQUIVALENT, LENGTH DEPENDENT ON DEPTH OF WEDGE.
3/4"Ø X 24" DM. HD. DRIVE
SPIKE, DECK TO CAP(TYP.)
1'-6"(TYP.)
8"
12"
6"
12" 12"16"8"
12"
6" 8"
8"
5"
LOWER SHILAP SPLICE
5/8" X 32" ASTM A722
STRESSING ROD
WITH (1) 3" X 4" X 1/2"
⅊ WASHER 10
UPPER SHILAP SPLICE
STRESSING ROD ATTACHMENT DETAIL
1IN = 1FT
PANEL A PANEL C PANEL B
2'-8"
PANEL "C"
2'-8"
PANEL "C"
2'-8"
PANEL "C"
2'-8"
PANEL "C"
4"(TYP.)
1'-10"
2'-6 1 8 "
1 14"
1 8"
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 7/2
1 1 5:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
AB
UT
ME
NT
D
ET
AI
LS
.D W
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
RAILING DETAILS
1/18/2021
GS
GS
SP
C-15 16 26
COOPER
ENGINEERING
(IN FEET)
8" X 12" X 3'-6" RAILPOST,
10" X 12" X 3'-6" RAILPOST
@ RAIL SPLICE LOCATIONA
A
10 1/2" X 6" GLU-LAM RAIL
10 1/2" X 6" X 8" GLU-LAM RAILPOST
BLOCK, 10 1/2" X 6" X 10" GLU-LAM
RAILPOST BLOCK @ RAIL SPLICE
12" X 6" CURB, S1S1E
12" X 6" SCUPPER, S1S1E
4"Ø SPLIT RINGS,
CURB TO SCUPPER,
SCUPPER TO DECK
1 1/4" X 26" DM. HD. BOLT (A449)
WITH (2) 51/2" X 8" X 1/4" PLATE
WASHER, POST TO CURB
5/8" X 26" DM. HD. BOLT (A449)
WITH (1) 3" X 3" X 1/4" PLATE
WASHER EA.
3/4" X 30" DM. HD. DR. SPK.,
RAILPOST TO DECK
3/4" X 30" DM. HD. DR. SPK.,
DECK REINFORCEMENT
3/4" X 32" DM. HD. BOLT (A449) WITH
(1) 4" X4" X 5/16" PLATE WASHER
(UNDER NUT) & (1) 4"Ø WASHER
(UNDER HEAD) PER BOLT, CURB TO
DECK
4"
1 2"
1 2" B
EV
EL
R
AI
LP
O
ST
12"
3" 5"
3"
5"
6'-3"
20" SPIKE LAMINATED
TIMBER DECK
BITUMINOUS WEARING SURFACE
8" X 12" X 3'-6" RAILPOST10" X 12" X 3'-6" RAILPOST
10 1/2" X 6" X 8" GLU-LAM
RAILPOST BLOCK
10 1/2" X 6" X 10"
GLU-LAM
RAILPOST BLOCK
10 1/2" X 6" X 12'-6" GLU-LAM RAIL
BRIDGE RAILING - PLAN VIEW SECTION A-A @ RAILPOST WOOD RAIL ELEVATION
(FRONT VIEW)
WOOD RAIL ELEVATION
(BACK VIEW)
RAILPOST DRILLING DETAIL
@SPLICE
BRIDGE RAILPOST BEVEL DETAIL
11" 11" 10
3"
5"
6" X 12" CURB
6" X 12" X 3'-0" SCUPPER
10 1/2" X 6" GLU-LAM RAIL
3/4" X 30" DM. HD. DR. SPK.,
DECK REINFORCEMENT, (TYP.)
6" X8" X 1/4" PLATE WASHER
10 1/2" X 6" GLU-LAM RAIL
10 1/2" X 6" X 8" GLU-LAM RAILPOST BLOCK
2' -8
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+00.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+25.00
0 10 20 30 40 500-10-20-30-40-50
.0
0.
1639.17
0.00
.0
0.
1639.17
0.00
1638.94 -11.47
1638.94 11.47
.0
.8
.9
-2 1.
2.0%2.0%4.0% 4.0%
2.0:1
2.0:1
.2
0.
1639.42
0.00
.2
0.
1639.42
0.00
1639.19
-11.47
1639.19
11.47
.8
.6
.2
-2 3.
2.0%2.0%4.0% 4.0%
2.0:1 2.0:1
TAPER FILL FROM STA 0+00(EXISTING
CONDITION) TO STA 0+25 SHOWN ABOVE
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-16 17 26
COOPER
(IN FEET)
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+50.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+75.00
0 10 20 30 40 500-10-20-30-40-50
.6
0.
1639.78
0.00
.6
0.
1639.78
0.00
1639.55
-11.47
1639.55
11.47
.2
.5
.9
-2 4.
2.0%2.0%4.0% 4.0%
2.0:1 2.0:
.2
.4
.5
-3 3.
.9
0.
1640.14
0.00
.9
0.
1640.14
0.00
1639.91 -11.47
1639.91
11.47 3.0:1
3.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-17 18 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+87.29
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+00.00
0 10 20 30 40 500-10-20-30-40-50
.4
.2
.0
-1 1.
1640.30
0.00 1640.30
0.00
1640.07
-11.47
1640.07 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
.7
.9
.5
-3 4.
.2
0.
1640.46 0.00
.2
0.
1640.46 0.00
1640.23
-11.47
1640.23 11.47
3.0:13.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-18 19 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+25.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+50.00
0 10 20 30 40 500-10-20-30-40-50
.8
.3
.4
-3 5.
.5
0.
1640.69 0.00
.5
0.
1640.69 0.00
1640.46 -11.47
1640.46 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
.3
.3
.8
-3 4.
.6
0.
1640.82 0.00
.6
0.
1640.82 0.00
1640.59
-11.47
1640.59 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-19 20 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+65.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+75.00
0 10 20 30 40 500-10-20-30-40-50
.3
.2
.6
-1 1.
1640.85 0.00
1640.85 0.00
1640.62 -11.47
1640.62 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
.3
.2
.9
-3 7.
.7
0.
1640.87
0.00
.7
0.
1640.87
0.00
1640.64
-11.47
1640.64
11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-20 21 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+80.80
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+19.67
0 10 20 30 40 500-10-20-30-40-50
.0
.2
.6
-1 1.
1640.87
0.00
1640.87
0.00
1640.64
-11.47
1640.64 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
.8
.9
.6
-1 1.
1640.87
0.00
1640.87
0.00
1640.64
-11.47
1640.64 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-21 22 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+25.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+50.00
0 10 20 30 40 500-10-20-30-40-50
.3
.2
.8
-4 3.
.7
0.
1640.87 0.00
.7
0.
1640.87 0.00
1640.64
-11.47
1640.64
11.47 3.0:1
3.0:1
2.0%2.0%4.0% 4.0%
.2
.4
.6
-4 1.
.6
0.
1640.82
0.00
.6
0.
1640.82
0.00
1640.59 -11.47
1640.59
11.47 3.0:1
3.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-22 23 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+57.96
0 10 20 30 40 50 600-10-20-30-40-50-60
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+75.00
0 10 20 30 40 500-10-20-30-40-50
.9
.2
.5
-1 1.
1640.78
0.00
1640.78
0.00
1640.55
-11.47
1640.55 11.47
3.0:1 3.0:1
2.0%2.0%4.0% 4.0%
.2
.0
.4
-1 1.
1640.68 0.00
1640.68 0.00
1640.45
-11.47
1640.45
11.47 3.0:13.0:1
2.0%2.0%4.0% 4.0%
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-23 24 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
3+00.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
3+50.00
0 10 20 30 40 500-10-20-30-40-50
.1
.6
.8
-3 3.
.2
0.
1640.44 0.00
.2
0.
1640.44 0.00
1640.22
-11.47
1640.22 11.47
3.0:13.0:1
2.0%2.0%4.0% 4.0%
.6
0.
1639.78 0.00
.6
0.
1639.78 0.00
1639.55 -11.47
1639.55
11.47
.5
.9
.2
-2 4.
2.0%2.0%4.0% 4.0%
2.0:12.0:
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-24 25 26
COOPER
AT
IO
N (F
EE
T)
OFFSET (FEET)
3+75.00
0 10 20 30 40 500-10-20-30-40-50
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
4+00.00
0 10 20 30 40 500-10-20-30-40-50
.3
0.
1639.52
0.00
.3
0.
1639.52
0.00
1639.30 -11.47
1639.30
11.47 16
.0
.4
.5
-2 2.
2.0%2.0%4.0% 4.0%
2.0:12.0:
.2
0.
1639.36 0.00
.2
0.
1639.36 0.00
1639.13
-11.47
1639.13 11.47
.6
.8
.1
-1 3.
2.0%2.0%4.0% 4.0% 3.0:12.0:
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
1/2 9/2
1 1 3:
G
SA
GG
U G:
\20
-P
RO
J\2
3\S
UP
ER
IO
R
FR
2-
6.3 3 S
OU
TH
B
RU
LE
R
IV
ER
\C 3D
\S
HE
ET
SP
LA
N\
_X
S.
DW
G;
(R09)
EASTERN REGION
SOUTH BRULE
RIVER BRIDGE
REPLACEMENT
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
ROAD CROSS-SECTIONS
01/05/2021
GS
GS
SP
C-25 26 26
COOPER
| 1-COVERSHEET |
| Sheets and Views |
| COVERSHEET |
| 2-GENERAL NOTES |
| Sheets and Views |
| General Notes |
| 3-TYPICAL SECTION |
| Sheets and Views |
| PLOT |
| 4-TRAFFIC CONTROL |
| Sheets and Views |
| PLOT |
| 5-MISQ |
| Sheets and Views |
| MISQ |
| 6-Existing Contour Map |
| Sheets and Views |
| EXISTING CONTOUR MAP (2) |
| 7-PROPOSED CONTOUR |
| Sheets and Views |
| Proposed Contour |
| 8-Soil Erosion & Water Diversion |
| Sheets and Views |
| Soil Erosion |
| 9-Plan & Profile |
| Sheets and Views |
| Plan & Profile |
| 10-GENERAL PLAN |
| Sheets and Views |
| GENERAL PLAN |
| 11-GENERAL PLAN |
| Sheets and Views |
| GENERAL PLAN II |
| 12-SUBSURFACE |
| Sheets and Views |
| Subsurface |
| 13-AbutmentPLAN |
| Sheets and Views |
| Abutment Plan and Elevation |
| OLE1 |
| 14-Abutment Details |
| Sheets and Views |
| Abutment Details |
| OLE1 |
| 15-Spreader Beam |
| Sheets and Views |
| Spreader Beam |
| 16-Railing Details |
| Sheets and Views |
| Railing Details |
| OLE1 |
| 17-Cross-section (1) |
| Sheets and Views |
| Cross-Section |
| 18-Cross-section (2) |
| Sheets and Views |
| Cross-Section (2) |
| 19-Cross-section (3) |
| Sheets and Views |
| Cross-Section (3) |
| 20-Cross-Section (4) |
| Sheets and Views |
| Cross-Section (4) |
| 21-Cross-Section (5) |
| Sheets and Views |
| Cross-Section (5) |
| 22-Cross-Section (6) |
| Sheets and Views |
| Cross-Section (6) |
| 23-Cross-Section (7) |
| Sheets and Views |
| Cross-Section (7) |
| 24-Cross-Section (8) |
| Sheets and Views |
| Cross-Section (8) |
| 25-Cross-Section (9) |
| Sheets and Views |
| Cross-Section (9) |
| 26-Cross-Section (10) |
| Sheets and Views |
| Cross-Section (10) |
File details come from the government source that posted it. Updated .