Plans.pdf
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| File | Type | Posted |
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| Amendment 002 - GA ERFO FSR 54C1.pdf | ||
| Amendment 001 - GA ERFO FSR 54C1.pdf | ||
| IFB Solicitation - GA ERFO FSR 54C1.pdf | ||
| FP03_Eng .pdf | ||
| FP03 Errata.pdf | ||
| VETS-100A - 2010.pdf | ||
| Soils and Foundation Report.pdf | ||
| Bidder's Qualifications Form.doc | DOC document | |
| Synopsis - GA ERFO FSR 54C1.doc | DOC document |
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ROAD
CLOSED
Mount on Barricade Type III
8 GA GA ERFO FSR 54C1 A4
LOCATION MAP
TRAFFIC CONTROL PLAN
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
Not to Scale
REG STATE PROJECT SHEET NO.
N
R 11-2
Work on NFSR#92E, 389, 907, 907, and 1043 can use existing gate for roadway closure.
Goolsby Road
NFSR #1043
Begin Project 603+00.00
End Project 603+94.00
Long Hole Road
NFSR #908
Begin Project 700+00.00
End Project 702+23.00
Power Line Road
NFSR #907
Begin Project 800+00.00
End Project 802+24.00
307+00 308+00 309+00 310+00 311+00 312+00 50 50 50 50 50
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
REG STATE PROJECT
SHEET
NO.
D2GA8
Limits of Disturbance
Limits of Disturbance
307+00 308+00 309+00 310+00 311+00 312+00 50 50 50 50 50
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
REG STATE PROJECT
SHEET
NO.
D2
ABE GAP ROAD, NFSR #54C
GA ERFO FSR 54C1GA8
40’ VC
Construction Centerline
Existing Ground
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
Proposed Grade
End Abe Gap Road Work At 310+60 (Match Existing Roadway) N 1807725.05 E 2494150.23
End Abe Gap Road Work At 310+60 (Match Existing Roadway)
UPDATED & PRINT
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
PLAN & PROFILE
REG STATE PROJECT
SHEET
NO.
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
GOOLSBY ROAD, NFSR #1043
SCALE IN FEET
0 25 50
600+00 601+00 602+00 603+00 604+00
121’ VC
Existing Edge of Water
Grade upstream 15’ at 0.5%
-J u l-
:5
A M
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
of
DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY
STATE PROJECT
SHEET
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
GA ERFO FSR 54C1GA8
BAO/JEG
July 2011CV
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
GENERAL NOTES
DRAWING TITLESHEET NO.
SHEET INDEX
GENERAL NOTES
R01
1No Scale
A C
T U
A L F I L E R
E
R F
O c G
N .D
G N for Culverts, Storm Drains, and Sewers Designed According to AASHTO LRFD ASTM C1577 - 10 Precast Reinforced Concrete Monolithic Box Sections AASHTO LRFD Bridge Design Specifications, 5th edition 2010
DESIGN:
Federal Highway Projects, FP-03 (U.S. Customary Units).
Standard Specifications for Construction of Roads and Bridges on
CONSTRUCTION:
SPECIFICATIONS:
CV
Miscellaneous Details
Details - NFSR 1043
Plan and Elevation - NFSR 1043
Details - NFSR 908
Foundation Layout - NFSR 908
Plan and Elevation - NFSR 908
Details - NFSR 907
Plan and Elevation - NFSR 907
Details - NFSR 389
Foundation Layout - NFSR 389
Plan and Elevation - NFSR 389
Details - NFSR 92E
Plan and Elevation - NFSR 92E
General Notes
R14
R13
R12
R11
R10
R09
R08
R07
R06
R05
R04
R03
R02
R01
Provide 2 inches cover for reinforcing steel unless otherwise noted.
ASTM A497 grade 65, for precast box sections.
Provide Welded Wire Reinforcing (WWR) steel conforming to for footings, headwalls, and wingwalls.
Provide reinforcing steel conforming to ASTM A615 grade 60, REINFORCING STEEL:
headwalls, and footings.
Provide Class A(AE) concrete for cast-in-place wing walls, Provide Class A(AE) concrete for pre-cast box culvert sections
CONCRETE:
MATERIALS:
fy = 65 ksiWelded Wire Reinforcing Steel:
fy = 60 ksiReinforcing Steel:
f’c = 5.0 ksi at 28 daysClass A(AE) Concrete:
DESIGN STRESSES:
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R02
CL
CL
of Box
Culvert
(Typ.)
T y p
PLAN
" = 1’-0"8 3Scale:
Roadway
Edge of
A
A material
2 ft. Embedment
" = 1’-0"8 3Scale:
grade
Profile
Lat C roadway
Existing ground
VIEW A-A
Headwall
BAO/JEG As shown
(Typ.)
Wingwall
(Typ.)
Edge of water
A C
T U
A L F I L E R
E
R F
O c P
E
E B o x .D
G N
PLAN AND ELVATION - NFSR 92E
Sta. 501+96.68
28’-0"
12’-0"
ELEV.
A
B
C
D
E
Elev. A
Elev. B
Elev. C
Elev. D
Elev. E
Inlet Outlet
Notes:
concrete box culvert
12’x8’x12" Precast
ELEVATION TABLE
N of Roadway
717.52 717.16
718.52 718.16
720.57 720.16
727.52 727.16
729.52 729.16 proceed until the plan has been approved.
Submit a de-watering plan do the CO for approval, do not joint details to the CO for approval.
box dimensions, reinforcing type & size, clear cover, and
Submit detailed shop drawings of box culverts, including
Provide box culvert sections conforming to ASTM C1577.
3.
2.
1.
BRADY HILL ROAD
EMBEDMENT MATERIAL
Sieve Size Designated Sieve
Percent by Mass Passing
0.018 in
0.00006 in
0.95 in
0.71 in
0.0004 in
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO CV
BRIDGE DRAWING
DATE DRAWING NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
July 2011
STANDARD/AOP (12’x8’x12") Down Stream Typical Section 92E
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R03
C
C
BAO/JEG
A C
T U
A L F I L E R
E
R F
O c D
E T
A I L S
E .D
G N
DETAILS - NFSR 92E
Structural
Concrete A(AE)
Reinforcing Steel 315 lb.
Wingwall
110 lb.
Headwall
QUANTITIES
ESTIMATED
2.9 cuyd 1.0 cuyd
" = 1’-0"2
VIEW B-B
PARTIAL PLAN
SECTION E-ESECTION D-D
SECTION C-C
B
B
13 spa. @ 1’-0" = 13’-0" #4HW1
Key:
n.f. = near face f.f. = far face e.f. = each face
T y p
(Typ.)
T y p
7 spa. @ 10" = 5’-0"
#4W1 (e.f.)
s p a
W f.
f.
W n .f s p a
6"6"
6’-0"
(n.f) (f.f)
W f.
f.
W n .f
W n .f
W f.
f.
W f.
f.
W n .f
1’-0"
D D s p a
H W e .f
T y p top slab
Box culvert side wall
Box culvert
#4W1 (e.f.)
#4W1
Headwall quantites are for one headwall, (2 total)
Wingwall quantities are for one wingwall, (4 total)
#4HW2
AA
SECTION A-A
0.33 0.49 0.42 0.29
As1
59.0
/ft)
(in
As1
/ft)
(in
As2
/ft)
(in
As3
/ft)
(in
As4
/ft)
(in
As5
/ft)
(in
As6
* "M" = Total of the theoretical cut-off length plus the required anchorage
M
(in)
M*
CIRCUMFERENTIAL REINFORCING AREAS
TABLE 1
(See Table 1 for details)
(Typ.)
As3
As5
#4W4
#5W5
Box culvertCL
1’-0"
T y p
(Typ.)
1’-0"
(Typ.)
T y p
6"
(See Note 1) #4W3
(See Note 1)
#5W2
#4W1 (n.f.)
#4W1
14’-0"
(Typ.)
0.29 0.29
(Box culvert reinforcing not shown for clarity) (Box culvert reinforcing not shown for clarity)
(Box culvert reinforcing not shown for clarity)
1’-0"
(Typ.)
(Typ.) (Typ.)
(Typ.)
(Typ.)
(Typ.)
Notes:
sheet drain (Typ.)
1" Geocomposite
As2
3" As6 sheet drain (Typ.)
1" Geocomposite
As6
As5 As4
Note 2
See
(Typ.)
Weephole
3’-6"
(Box culvert reinforcing not shown for clarity)
BRADY HILL ROAD
(See Note 1)
#4HW1
(Reinforcing areas based on the use of WWR fy = 65 ksi) culvert joint details.
See "MISCELLANEOUS DETAILS" sheet for box additional details.
See "MISCELLANEOUS DETAILS" sheet for to the CO for approval.
detailed shop drawings of proposed connectors headwall bars into the box sections. Submit may be used in place of casting the wingwall and
At the Contractor’s option, mechanical connectors
3.
2.
1.
E
E
T y p
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R04
(Typ.)
CL of Box
Culvert
CL of Roadway
A
A 38’-0"
Roadway
Edge of
PLAN
" = 1’-0"4 1Scale:
14’-0"
Headwall
" = 1’-0"4 1Scale:
VIEW A-A
As shown material
2.2 ft. Embedment bottom box
Precast open-footing (Typ.)
Cast-in-place in rock
2 ft. Embedment
Sta. 401+91.85
(Typ.)
Wingwall grade
Profile at C roadway
Existing ground
L
PLAN AND ELEVATION - NFSR 389
A C
T U
A L F I L E R
E
R F
O c P
E
O p e n .D
G N rock
Top of existing
Elev. A
Elev. B
Elev. C
Elev. D
Elev. E
T y p
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
N footing (Typ.)
Cast-in-place
754.38 754.20
750.18
752.18
765.38
767.38
750.00
752.00
765.20
767.20
Notes:
proceed until the plan has been approved.
Submit a de-watering plan do the CO for approval, do not joint details to the CO for approval.
box dimensions, reinforcing type & size, clear cover, and
Submit detailed shop drawings of box culverts, including
Provide box culvert sections conforming to ASTM C1577.
3.
2.
1.
FRADY BRANCH ROAD
EMBEDMENT MATERIAL
Sieve Size Designated Sieve
Percent by Mass Passing
0.51 in
0.023 in
0.0047 in
0.00315 in
0.00006 in
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
AOP 38’ (14’x10’X12") Down Stream Typical Section 389
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R05
(Typ.)
CL of Box
Culvert
CL of Roadway
A
A
" = 1’-0"4 1Scale:
As shown
Sta. 401+91.85
T y p
FOUNDATION LAYOUT - NFSR 389
ELEV.
A
B
Inlet Outlet
ELEVATION TABLE
B
B
1’-2"
3"
(Typ.)
side) as required
Shims (on backfill shim
1" high
1’-8" grout
Non-shrink
4’-0"
1’-2"
(Typ.)
" = 1’-0"Scale: 1
4’-0"
" = 1’-0"Scale: 1
SECTION B-B
1’-6"1’-0" wingwall (Typ.)
Cast-in-place section (Typ.)
Precast box
Notes:
1.
Construction jt.
4’-0
4’-0"
(Typ.)
17’-10" 17’-10"
"4 32’-3
"4 13’-1 "4
320’-10
"4
(Typ.)(Typ.)
(Typ.)
(Typ.)(Typ.)
T y p
T y p
T y p
(Ty p.)
(Typ.)
A C
T U
A L F I L E R
E
R F
O c F
L
.D
G N
LAYOUT REINFORCING
REINFORCINGLAYOUT
6"
C lr
3 spa. @ 1’-0" = 3’-0"
#5F1 (top & bot.)
#5F2
6" 3 spa. @ 1’-0" = 3’-0"
#5F3 (top & bot.)
C lr
"#5F2 #5F4
PLAN
PARTIAL PLAN
" = 1’-0"8 3Scale:
Lap (Typ.)
2’-6"
LC Box culvert
LC Box culvert s p a
F to p b o t.
17 spa. @ 1’-0" = 16’-0"
#5F2 (top & bot.)
LCSymm. about
(top & bot.)
#5F1
(top & bot.)
#5F3
#5F2*
*Skew #5F2 (top & bot.) as shown
1’-0"
(top & bot.)
#5F2
Elev. A
Elev. B
Elev. A
Elev. B
See "DETAILS - NFSR 389" for additional details.
T y p
750.18 750.00
752.18 752.00
Structural
Concrete A(AE)
Reinforcing Steel 1235 lb.
Footing
QUANTITIES
ESTIMATED
for one footing, (2 total)
Footing quantities are
18.0 cuyd
FRADY BRANCH ROAD
SECTION A-A
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R06
DETAILS - NFSR 389
Structural
Concrete A(AE)
Reinforcing Steel 760 lb.
Wingwall
135 lb.
Headwall
QUANTITIES
ESTIMATED
5.5 cuyd 1.0 cuyd
Headwall quantites are for one headwall, (2 total)
Wingwall quantities are for one wingwall, (4 total)
Key:
n.f. = near face f.f. = far face e.f. = each face
0.56 0.56 0.44 0.29
/ft)
(in
As1
/ft)
(in
As2
/ft)
(in
As3
/ft)
(in
As4
/ft)
(in
As5
/ft)
(in
As6
* "M" = Total of the theoretical cut-off length plus the required anchorage
(in)
M*
CIRCUMFERENTIAL REINFORCING AREAS
TABLE 1
T y p
Box culvert reinforcing not shown for clarity
PARTIAL PLAN
B
B
A
6"
A
SECTION E-E
1’-0" s p a
H W e .f top slab
Box culvert
Box culvert reinforcing not shown for clarity
T y p
(Typ.)
7 spa. @ 1’-0" = 7’-0" #4HW17 spa. @ 1’-0" = 7’-0" #4HW1 8" 8"
SECTION D-D
Box culvert reinforcing not shown for clarity
#4W1 (e.f.)
T y p side wall
Box culvert
#4W1
M
(Typ.)
16’-4"
1’-2"
(Typ.)
SECTION A-A
(See Table 1 for details)
Box culvertCL
VIEW B-B
SECTION C-C
W n .f
W f.
f.
(f.f)
W f.
f.
W n .f
(n.f)
C
DD
C
W f.
f.
W n .f p a
1’-0"
1% 1%
14’-0"
A C
T U
A L F I L E R
E
R F
O c D e ta il s
.D
G N
" = 1’-0"2
#4HW1
As4
As1
As2
(See Note 1)
#4HW2
(See Note 1) #4W3
#4W1 (e.f.)
10" 10 spa. @ 10" = 8’-5"
#4W1 (n.f.)
s p a
(See Note 1)
#6W2
(Typ.)As5As63"
(Typ.)
As3
0.29 0.29
5’-0"
(Typ.)
4" weephole
As6
#4W1 sheet drain (Typ.)
1" Geocomposite
(Typ.)
Haunch
12"x12"
Note 2
See sheet drain (Typ.)
1" Geocomposite
W f.
f.
W n .f
9’-0"
#6W5
#4W4
(Typ.)
#4W1)
(match
#5F4
FRADY BRANCH ROAD
#5F4 (e.f.) (match #4W1)
#5F4 (n.f.)
(Reinforcing areas based on the use of WWR; fy = 65 ksi)
Notes:
culvert joint details.
See "MISCELLANEOUS DETAILS" sheet for box additional details.
See "MISCELLANEOUS DETAILS" sheet for to the CO for approval.
detailed shop drawings of proposed connectors headwall bars into the box sections. Submit may be used in place of casting the wingwall and
At the Contractor’s option, mechanical connectors
3.
2.
1.
E
E
T y p
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
35’-0"
CL of Roadway
T y p
Roadway
Edge of
CL of Box
Culvert
PLAN
grade
Profile
Headwall
12’-0"
(Typ.)
Wingwall
VIEW A-A
A
A at C roadway
Existing ground
L
A C
T U
A L F I L E R
E
R F
O c P
E
B o x .D
G N
R07
PLAN AND ELEVATION - NFSR 907
material
3.0 ft. Embedment
Sta. 800+99.77
Elev. A
Elev. C
Elev. D
Elev. E
Elev. B concrete box culvert
12’x9’x12" Precast
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
N
332.90 332.50
333.90 333.50
336.90 336.50
343.90 343.50
345.90 345.50
Notes:
proceed until the plan has been approved.
Submit a de-watering plan do the CO for approval, do not joint details to the CO for approval.
box dimensions, reinforcing type & size, clear cover, and
Submit detailed shop drawings of box culverts, including
Provide box culvert sections conforming to ASTM C1577.
3.
2.
1.
POWER LINE ROAD
" = 1’-0"4
EMBEDMENT MATERIAL
Sieve Size Designated Sieve
Percent by Mass Passing
0.00006 in
0.39 in
0.039 in
0.00315 in
0.0075 in
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Upstream Typical Section 907
AOP 35’ option (HYW) 12’x9’x12"
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
C
T U
A L F I L E R
E
R F
O c
D e ta il s
.D
G N
R08
DETAILS - NFSR 907
Structural
Concrete A(AE)
Reinforcing Steel 320 lb.
Wingwall
115 lb.
Headwall
QUANTITIES
ESTIMATED
3.5 cuyd 1.0 cuydKey:
n.f. = near face f.f. = far face e.f. = each face
Headwall quantites are for one headwall, (2 total)
Wingwall quantities are for one wingwall, (4 total)
0.29 0.54 0.48 0.29 73.0
/ft)
(in
As1
/ft)
(in
As2
/ft)
(in
As3
/ft)
(in
As4
/ft)
(in
As5
/ft)
(in
As6
(in)
M*
CIRCUMFERENTIAL REINFORCING AREAS
TABLE 1
* "M" = Total of the theoretical cut-off length plus the required anchorage
SECTION E-E
1’-0" s p a
H W e .f top slab
Box culvert
#4W1 (e.f.)
(See Note 1) #4W3
(See Note 1)
#5W2 side wall
Box culvert
C
C
VIEW B-B
#4W1 (e.f.)
s p a
W f.
f.
W n p a
W f.
f.
W n .f
D D
6 Spa. @ 1’-0" = 6’-0"4"
(n.f) (f.f)
W n .f
W f.
f.
#4W1
W f.
f.
W n .f
SECTION C-C
SECTION A-A
14’-0"
M
(See Table 1 for details)
(Typ.)
Box culvertCL
1’-0"
T y p
(Typ.)
1’-0"
(Typ.)
T y p
As1
As2
As3
As4
As5 As6
AA
6" 6"13 spa. @ 1’-0" = 13’-0"
#4HW1
6’-0"
(Typ.) 1
#5W5 BB
#4HW2
T y p
PARTIAL PLAN
Box culvert reinforcing not shown for clarity
SECTION D-D
(Box culvert reinforcing not shown for clarity)
(Box culvert reinforcing not shown for clarity)
(Box culvert reinforcing not shown for clarity)
0.29 0.29
3’-0"
(Typ.)
4" weephole
(See Note 1)
#4HW1
#4W4
POWER LINE ROAD
(Reinforcing areas based on the use of WWR; fy = 65 ksi)
Notes:
culvert joint details.
See "MISCELLANEOUS DETAILS" sheet for box additional details.
See "MISCELLANEOUS DETAILS" sheet for to the CO for approval.
detailed shop drawings of proposed connectors headwall bars into the box sections. Submit may be used in place of casting the wingwall and
At the Contractor’s option, mechanical connectors
3.
2.
1.
sheet drain (Typ.)
1" Geocomposite
E
E sheet drain (Typ.)
1" Geocomposite
See Note 2
T y p
" = 1’-0"2
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
32’-0"
CL of Roadway
PLAN
PLAN
CL of Box
Culvert
T y p
(Typ.)
(Typ.)
Edge of water
A
A
6’-0"
Headwall (Typ.)
Wingwall grade
Profile in rock
2 ft. Embedment material
3.6 ft. Embedment
A C
T U
A L F I L E R
E
R F
O c P
E
O p e n .D
G N
R09
PLAN AND ELEVATION - NFSR 908
Sta. 701+31.14
Roadway
Edge of at C roadway
Existing ground
L rock
Top of existing footing (Typ.)
Cast-in-place bottom box
Precast open-
Elev. A
Elev. B
Elev. C
Elev. E
Elev. D
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
N
346.70 346.26
348.70 348.26
352.32 351.88
357.15 356.71
359.15 358.71
Notes:
proceed until the plan has been approved.
Submit a de-watering plan do the CO for approval, do not joint details to the CO for approval.
box dimensions, reinforcing type & size, clear cover, and
Submit detailed shop drawings of box culverts, including
Provide box culvert sections conforming to ASTM C1577.
3.
2.
1.
LONG HOLE ROAD
" = 1’-0"8
EMBEDMENT MATERIAL
Sieve Size Designated Sieve
Percent by Mass Passing
0.00006 in
0.039 in
0.013 in
0.0008 in
0.0035 in
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R10
FOUNDATION LAYOUT - NFSR 908
ELEV.
A
B
Inlet Outlet
ELEVATION TABLE
Notes:
1.
3’-6"
" = 1’-0"Scale: 1
REINFORCINGLAYOUT
3"
C lr
3 spa. @ 1’-0" = 3’-0"
#5F1 (top & bot.)
#5F2 shim
1" high grout
Non-shrink
Elev. A
Elev. B side) as required
Shims (on backfill
3"
(Typ.)
1’-1"
(Typ.)
10"
1’-4" section (Typ.)
Precast box
3’-6"
" = 1’-0"Scale: 1
SECTION B-B
LAYOUT REINFORCING
3" 3 spa. @ 1’-0" = 3’-0"
#5F3 (top & bot.)
C lr
1’-4"
(Typ.)
10" wingwall (Typ.)
Cast-in-place
Construction jt.
Elev. A
Elev. B
#5F2
#5F4
Sta. 701+31.14
CL
PARTIAL PLAN
" = 1’-0"8 3Scale:
*Skew #5F2 (top & bot.) as shown
(top & bot.)
#5F3
F to p b o t.
s p a
CL
culvert
#5F2*
13 spa. @ 1’-0" = 13’-0"
#5F2 (top & bot.)
1’-0"
LC Box culvert
(top & bot.)
#5F2
(top & bot.)
#5F1
LCSymm. about
" = 1’-0"4 1Scale:
PLAN
LC Box culvert
B
B
"4
3’-6"
"4 314’-11
Roadway
(Typ.)
17’-8"2’-3"
"2 11’-6
T y p
(Typ.)
(Typ.)(Typ.)
(Typ.)(Typ.)
T y p
T y p
T y p
Box
As Shown
A C
T U
A L F I L E R
E
R F
O c F
L
.D
G N
See "DETAILS - NFSR 908" for additional details.
T y p
Lap (Typ.)
2’-6"
346.26346.70
348.26348.70
Structural
Concrete A(AE)
Reinforcing Steel 940 lb.
Footing
QUANTITIES
ESTIMATED
for one footing, (2 total)
Footing quantities are
12.0 cuyd
LONG HOLE ROAD
A
SECTION A-A
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
C
T U
A L F I L E R
E
R F
O c D e ta il s
.D
G N
R11
DETAILS - NFSR 908
Structural
Concrete A(AE)
Reinforcing Steel 260 lb.
Wingwall Headwall
QUANTITIES
ESTIMATED
2.0 cuyd 0.6 cuyd
Headwall quantites are for one headwall, (2 total)
Wingwall quantities are for one wingwall, (4 total)
0.26 0.29 0.27
/ft)
(in
As1
/ft)
(in
As2
/ft)
(in
As3
/ft)
(in
As4
/ft)
(in
As5
/ft)
(in
As6
* "M" = Total of the theoretical cut-off length plus the required anchorage
(in)
M*
CIRCUMFERENTIAL REINFORCING AREAS
TABLE 1
Key:
n.f. = near face f.f. = far face e.f. = each face
6’-0"
10"
(Typ.)
7’-8"
1% 1%
As2
As1
6" 6"3 spa. 1’-0"
= 3’-0"
(4HW1)
3 spa. 1’-0"
= 3’-0"
(4HW1)
8"
6’-0" (Typ.)
T y p
4HW2
Box culvert reinforcing not shown for clarity
PARTIAL PLAN
A A
B
B
5W5
#4W1 (e.f.)
T y p
(See Note 1)
#5W2
(See Note 1) #4W3 side wall
Box culvert
SECTION E-E
10" s p a
H W e .f top slab
Box culvert
Box culvert reinforcing not shown for clarity
SECTION D-D
Box culvert reinforcing not shown for clarity
(Typ.)
Haunch
8"x8"
W n .f
W f.
f.
W f.
f.
W n .f
W f.
f.
W n .f s p a
W f.
f.
W n .f
#4W1 (e.f.)
7 spa. @ 10" = 5’-10" 3" 10"
#4W1
As4
3"
(Typ.)
As6 As5
As6
(Typ.)
As5
(Typ.)
- 0.29 0.29 sheet drain (Typ.)
1" Geocomposite
See Note 2
3’-6"
(Typ.)
4" wephole
SECTION A-A
(See Table 1 for details)
VIEW B-B
SECTION C-C
C
C
DD
4W4
60 lb.
(Typ.)
#4W1)
(match
#5F4
LONG HOLE ROAD
s p a
(See Note 1)
#4HW1
#5F4 (e.f.) (match #4W1)
(Reinforcing areas based on the use of WWR fy = 65 ksi)
Notes:
culvert joint details.
See "MISCELLANEOUS DETAILS" sheet for box additional details.
See "MISCELLANEOUS DETAILS" sheet for to the CO for approval.
detailed shop drawings of proposed connectors headwall bars into the box sections. Submit may be used in place of casting the wingwall and
At the Contractor’s option, mechanical connectors
3.
2.
1.
E
E
T y p
" = 1’-0"2
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
PLAN
" = 1’-0"4 1Scale:
" = 1’-0"4 1Scale:
VIEW A-A
40’-0"
CL of Roadway
CL of Box
Culvert
12’-0" grade
Profile
(Typ.)
WingwallHeadwall
As shown
T y p
PLAN AND ELEVATION - NFSR 1043
R12
A C
T U
A L F I L E R
E
R F
O c P
E
B o x .D
G N
Sta. 602+12.65
Roadway
Edge of
Elev. A
Elev. E
Elev. B
Elev. C
Elev. D ground
Existing
ELEV.
A
B
C
D
E
Inlet Outlet
ELEVATION TABLE
N
481.60
477.60
476.60
487.60
490.60
476.30
477.30
481.30
487.30
490.30 material embedment
2.0 ft. Sub layer
Notes:
proceed until the plan has been approved.
Submit a de-watering plan do the CO for approval, do not joint details to the CO for approval.
box dimensions, reinforcing type & size, clear cover, and
Submit detailed shop drawings of box culverts, including
Provide box culvert sections conforming to ASTM C1577.
3.
2.
1.
GOOLSBY ROAD
A
A material embedment
Top layer
2.0 ft.
EMBEDMENT MATERIAL
Designated Sieve
Percent by Mass Passing
18.75 in
33.70 in
24.40 in
0.00006 in
0.787 in
0.244 in
Sieve Size
Top Layer
Sieve Size
Sub Layer
0.0087 in
0.00315 in 2.00 in
0.079 in
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
Upstream Typical Section 1043
AOP/Standard 40’ option (HWY memo) 12’x9’x12"
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R13
Structural
Concrete A(AE)
Reinforcing Steel 325 lb.
Wingwall
145 lb.
Headwall
QUANTITIES
ESTIMATED
3.5 cuyd 1.5 cuyd
Key:
n.f. = near face f.f. = far face e.f. = each face
Headwall quantites are for one headwall, (2 total)
Wingwall quantities are for one wingwall, (4 total)
0.31 0.49 0.53 0.29 59.0
/ft)
(in
As1
/ft)
(in
As2
/ft)
(in
As3
/ft)
(in
As4
/ft)
(in
As5
/ft)
(in
As6
* "M" = Total of the theoretical cut-off length plus the required anchorage
(in)
M*
CIRCUMFERENTIAL REINFORCING AREAS
TABLE 1
DETAILS - NFSR 1043
AA
6" 6"13 spa. @ 1’-0" = 13’-0"
#4HW1
6’-0"
(Typ.) 1
#5W5 BB
#4HW2
T y p
PARTIAL PLAN
Box culvert reinforcing not shown for clarity
SECTION E-E
1’-0" top slab
Box culvert
(See Note 1)
#4HW2
#4W1 (e.f.)
side wall
Box culvert
SECTION D-D
C
C
VIEW B-B
#4W1 (e.f.)
s p a
W f.
f.
W n p a
W f.
f.
W n .f
D D
Box culvert reinforcing not shown for clarity
6 Spa. @ 1’-0" = 6’-0"4"
(n.f) (f.f)
W n .f
W f.
f.
#4W1
W f.
f.
W n .f
SECTION C-C
SECTION A-A
14’-0"
M
(See Table 1 for details)
(Typ.)
Box culvertCL
1’-0"
T y p
(Typ.)
1’-0"
(Typ.)
T y p
As1
As2
As3
As4
" = 1’-0"2
As6 As5
(See Note 1) #4W3
(See Note 1)
#5W2 s p a
H W e .f
(Box culvert reinforcing not shown for clarity)
(Box culvert reinforcing not shown for clarity)
0.29 0.29
1’-0" sheet drain (Typ.)
1" Geocomposite
As6
As5
Note 2
See
3’-6"
(Typ.)
4" Weephole sheet drain (Typ.)
1" Geocomposite
#4W4
GOOLSBY ROAD
(Reinforcing areas based on the use of WWR fy = 65 ksi)
Notes:
culvert joint details.
See "MISCELLANEOUS DETAILS" sheet for box additional details.
See "MISCELLANEOUS DETAILS" sheet for to the CO for approval.
detailed shop drawings of proposed connectors headwall bars into the box sections. Submit may be used in place of casting the wingwall and
At the Contractor’s option, mechanical connectors
3.
2.
1.
E
E
T y p
A C
T U
A L F I L E R
E
R F
O c D e ta il s
.D
G N
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d g n
PROJECT TEAM LEADER BRIDGE DRAWING
NO.
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
REGION
Q. NguyenBAO 14
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
-J u l-
M
P r o j e c ts f s g a c 1_ e tc b r id g e M ic r o s ta ti o n
P
R O J E
C T
S .d
R14
14As ShownCV permissible)
(Other connector types
Typical draw connector
1" x 1" Joint material
Outside face
Strean flow " Min. cov. on longitudinal2 circumferencial bars.
bars and 1" min. cov. on
BOX CULVERT JOINT DETAIL
Not to scale
A C
T U
A L F I L E R
E
R F
O c M
I S
C D
E T .D
G N
MISCELLANEOUS DETALS
4"
(see Note 1)
Wire screen
VIEW A-A
Scale: 3" = 1’-0"
Scale: 2" = 1’-0"
DETAIL B
drain, 3" min.
Bond to geocomposite cut hole for 4" pipe.
Bond 8" to concrete wall
C sheet
10 mil. polyethylene
PVC drain pipe permeable base
Cement treated drain
Geocomposite
10"
SECTION VIEW
See Detail B
See Detail A
Cap (Typ.)
PVC pipe
PVC pipe
PVC drain pipeTee connection
DRAIN PIPE LAYOUT
wrap around
Geotextile drain
Geocomposite
DETAIL A
Scale: 3" = 1’-0"A
A
" = 1’-0"4 3Scale:
" = 1’-0"2 1Scale: 1
(Box section shown, wingwall similar)
(Typ.)
Box section
1%
(Typ.)
Sidewall
Do not space weepholes further than 8 ft apart.
3. Provide one weephole per sidewall per box section.
6" min. above finish grade.
2. Adjust elevation of weepholes to outlet to section 605.03.
1. Provide wire screen conforming
Notes:
NO.
REGION
GA ERFO FSR 54C1GA8
PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY
Q. NguyenBAO BAO/JEG CV
BRIDGE DRAWING
EASTERN FEDERAL LANDS HIGHWAY DIVISION
00 1010 2020 3030
/1
/2
:4
A
M M
P ro je c ts
\f s \g a \5 c e tc
\p ro j_ d e v \C
A D
D \R ic k e le
\0 -G
A N
S F
R x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
495 495
500 500
505 505
510 510
515 515
490 490
495 495
500 500
505 505
510 510
00 1010 2020 3030
490 490
495 495
500 500
505 505
485 485
490 490
495 495
500 500
8 GA
600+00.00 TO 601+50.00
GOOLSBY ROAD, NFSR #1043
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
GA ERFO FSR 54C1 T15
CL_SG
Sta. 600+00.00 R 1
Des. Grade = 504.99
Subgrade = 504.49
Orig. Grnd. = 504.99
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:1 -4.00% -4.00%
1:3
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
2:
CL_SG
Sta. 600+50.00 R 1
Des. Grade = 501.85
Subgrade = 501.35
Orig. Grnd. = 501.27
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:2 -4.00% -4.00%
1:3
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
4:
CL_SG
Sta. 601+00.00 R 1
Des. Grade = 498.70
Subgrade = 498.20
Orig. Grnd. = 497.71
CL
1:3
SHLD_SGFM_SSG1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
-4.00% -4.00%
1:3
SHLD_SGFM_SSG
1:3
BDTHPC
SSCCP_SG
E x c a v a ti o n
L im it s
1:2 1:2
CL_SG
Sta. 601+50.00 R 1
Des. Grade = 495.60
Subgrade = 495.10
Orig. Grnd. = 496.71
CL
1:3
SHLD_SGFM_SSG
CP_SG
E x c a v a ti o n
L im it s
SSC
1:3 -4.00% -4.00%
1:3
SHLD_SGFM_SSG
CP_SG
E x c a v a ti o n
L im it s
SSC
1:3
/2
:3
A
M M
P ro je c ts
\f s \g a \5 c e tc
\p ro j_ d e v
\C A
D D
\R ic k e le
\0
-G A
N S
F R x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
475 475
480 480
485 485
490 490
495 495
500 500
480 480
485 485
490 490
495 495
500 500
00 1010 2020 3030
480 480
485 485
490 490
495 495
480 480
485 485
490 490
495 495
500 500
8 GA
602+00.00 TO 603+50.00
GOOLSBY ROAD, NFSR #1043
CHATTAHOOCHEE-OCONEE NATIONAL FOREST
GA ERFO FSR 54C1 T16
CL_SG
Sta. 602+00.00 R 1
Des. Grade = 493.53
Subgrade = 493.03
Orig. Grnd. = 484.96
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-4.00% -4.00%
1:3
SHLD_SGFM_SSGHPF
1:3
CL_SG
Sta. 602+50.00 R 1
Des. Grade = 492.93
Subgrade = 492.43
Orig. Grnd. = 493.47
CL
1:3
SHLD_SGFM_SSG
CP_SG
E x c a v a ti o n
L im it s
SSC
1:3 -4.00% -4.00%
1:3
SHLD_SGFM_SSG
CP_SG
E x c a v a ti o n
L im it s
SSC
1:3
CL_SG
Sta. 603+00.00 R 1
Des. Grade = 493.32
Subgrade = 492.82
Orig. Grnd. = 492.07
CL
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
-4.00% -4.00%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it s
1:3
CL_SG
Sta. 603+50.00 R 1
Des. Grade = 493.73
Subgrade = 493.23
Orig. Grnd. = 492.54
CL
1:3
SHLD_SGFM_SSGHPF
CP_SG
E x c a v a ti o n
L im it s
SSF
1:3 -4.00% -4.00%
1:3
SHLD_SGFM_SSGHPF
SSFCP_SG
E x c a v a ti o n
L im it
1:3
/2
:0
:5
A
M M
P ro je c ts
\f s \g a \5 c e tc
\p ro j_ d e v
\C A
D D
\9
\C
A D
D \T
-5
C
-9 x s s .d g n
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
EASTERN FEDERAL LANDS HIGHWAY DIVISION
STERLING, VIRGINIA
CROSS SECTIONS
REG STATE PROJECT SHEET
NO.
335 335
340 340
345 345
350 350
355 355
340 340
345 345
350 350
355 355
801+50.00 TO 802+00.00
CL_SG
Sta. 801+50.00 R 1
Des. Grade = 347.1054
Subgrade = 346.6054
Orig. Grnd. = 346.8628
CL
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n L im it s
SSC
1:2
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n L im it s
SSC1:2
-4.00% -4.00%
CL_SG
Sta. 802+00.00 R 1
Des. Grade = 348.0749
Subgrade = 347.5749
Orig. Grnd. = 347.7302
CL
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n L im it s
SSC
1:2
1:3
SHLD_SGFM_SSG
BDT
CP_SG
E x c a v a ti o n L im it s
SSC1:2
-4.00% -4.00%
POWER LINE ROAD, NFSR #907
T18GA ERFO FSR 54C1GA8
| GA ERFO 54c1 - PLAN 100%.pdf |
| R01.pdf |
| R02 |
| R03 |
| R04 |
| R05 |
| R06 |
| R07 |
| R08 |
| R09 |
| R10 |
| R11 |
| R12 |
| R13 |
| R14 |
File details come from the government source that posted it. Updated .