Plan Sheets G-002 and C-504.pdf
PDF 352 KB Posted
- Attached to
- Outflow Left Bank Long-Term Repair Tionesta Lake
- Solicitation number
- W911WN22B8009
About this file
This document package includes contract drawings and specifications for the Tionesta Lake Outflow Left Bank Long-Term Repair project. The U.S. Army Corps of Engineers, Pittsburgh District, is soliciting proposals to implement long-term erosion protection and support of the campground access road at Tionesta Lake in Forest County, Pennsylvania. Key requirements of the contract include installing erosion and sedimentation controls, a sheet pile wall along the top of bank ranging from Elevation 1050 to 1053, gravel backfill and geotextile behind the wall with weep holes, additional backfill to pavement subgrade, excavating and preparing the pavement subgrade, installing the proposed pavement section, placing topsoil and seeding in vegetated areas, and installing guide rail, wall cap and handrail. Construction must minimize intrusion to the campground access road and facilities and obtain government approval. The solicitation number is W911WN22B8009 and the contract drawings provide design details for the sheet pile wall, backfill, and other project elements.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EROSION AND SEDIMENTION CONTROL BMP NOTES AND DETAILSX-502TIOX-1_Set.dgn
EROSION AND SEDIMENTATION CONTROL PLANX-101TIOX-1_Set.dgn
EROSION AND SEDIMENT CONTROL
SHEET PILE WALL DETAILSC-504TIOC-5_Set.dgn
GUIDE RAIL DETAILS SHEET 2 OF 2C-503TIOC-5_Set.dgn
GUIDE RAIL DETAILS SHEET 1 OF 2C-502TIOC-5_Set.dgn
PAVEMENT DETAILSC-501TIOC-5_Set.dgn
CROSS SECTIONSC-301TIOC-3_Set.dgn
SHEET PILE WALL PROFILEC-201TIOC-2_Set.dgn
SITE PLANC-101TIOC-1_Set..dgn
CIVIL
BORING LOG 21-TIO-B3B-603TIOB-6_Set.dgn
BORING LOG 21-TIO-B2B-602TIOB-6_Set.dgn
BORING LOG 21-TIO-B1B-601TIOB-6_Set.dgn
GEOLOGICAL STANDARDS ROCK AND SOIL DESCRIPTIONB-002TIOB-0_Set.dgn
GEOLOGICAL STANDARDS UNIFIED SOIL CLASSIFICATIONB-001TIOB-0_Set.dgn
GEOTECHNICAL
PROJECT DATA - HORIZONTAL AND VERTICAL CONTROLV-101TIOV-1_Set.dgn
SURVEY
CONTRACTOR WORK LIMITSG-101TIOG-0_Set.dgn
GENERAL NOTESG-004TIOG-0_Set.dgn
ABBREVIATIONSG-003TIOG-0_Set.dgn
INDEXG-002TIOG-0_Set.dgn
COVERG-001TIOG-0_Set.dgn
GENERAL
DISCRIPTIONSHEET IDFILENAME
CONTRACT DRAWINGS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
J U
L Y
E
V
IS
E D
D E
T A
IL
A
P
E R
A M
E N
D M
E N
T N
O
J M
N
C
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T
G-002
A L
L E
G H
E N
Y R
IV
E
R B
A S
IN
T
IO
N E
S T
A L
A K
E
O U
T F
L O
W L
E F
T B
A N
K L
O N
G -T
E R
M R
E P
IR
N
IE
M
IE
C
B
B A
K E
R
D
N E
U P
A N
E
S
M
IS
S E
N D
A
A N
S I
D
M A
Y
W
W N
B
P
IT
T S
B U
R G
H D
IS
T
R
IC
T
L
IB
E
R T
Y A
V E
P
IT
T S
B U
R G
H P
A
A c c e s s R o a d
R e p a ir s
\T
IO
G
-0
S e t.
d g n
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:2
P
M
/2 /2
IN
D
E X
/8
5'- 5/8 "
/8
/8
18"
V A
R
IE
S
(T Y
P
/2
2" (TYP)
N T
S
M
IN
15'-0" MAX. (TYP.)
15'-0 MAX. (TYP. CHANNEL FIELD SECTIONS)
1/4 " (TYP.)
SHEET PILE SECTION
7/8" DIA. A325 H.S. BOLTS W/ HEX NUT AND WASHER (TYP)
1/2" BENT PLATE STEEL CAP
SHEET PILE
LONG LEG VERTICAL (TYP)
L6"X4"X3/8" X 4" LONG,
WITH MANUFACUTURER'S RECOMMENDATIONS
BOLT BASE PLATE TO WALL CAP IN ACCORDANCE
PROPOSED GRADE AT TOP OF WALL
AGGREGATE BACKFILL
PROPOSED AASHTO NO. 57 COARSE
AGGREGATE OR SOIL FILL AS NEEDED
PROPOSED PENNDOT 2A COARSE
ALL SIDES
AASHTO NO. 57 ON
GEOTEXTILE - WRAP
PENNDOT CLASS 1
IN-SITU SOIL
PROPOSED PAVEMENT OR TOPSIL
IN FRONT OF WALL
EXISTING GRADE
NOTES:
1. INSTALL GALVANIZED STEEL HANDRAIL AT TOP OF WALL ALONG
ENTIRE LENGTH OF WALL.
2. INSTALL IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS.
3. SUBMIT PROPOSED HANDRAIL INFORMATION AND INSTALLATION
PLAN FOR APPROVAL TO CONTRACTING OFFICER OR THEIR
DESIGNATED REPRESENTATIVE.
4. BENDS IN SHEET PILE WALL NOT SHOWN FOR CLARITY.
WITHIN 4" OF EXISTING GRADE
SHOWN ON SHEET C-201 - INSTALL
GRADE EVERY FIFTH SHEET PILE, AS
2" DIA. WEEP HOLE ABOVE EXISTING
RAILING - SEE NOTES
1 1/2" GALVANIZED STEEL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
PROVIDE PILE PROTECTORS ON ALL SHEET PILING PRIOR TO INSTALLATION.3.
INSTALLED.
CAP ANGLES AND CHANNELS TO BE INSTALLED AFTER SHEET PILING IS 2.
PROVIDE 1-1/6" DIAMETER HOLES FOR ALL 7/8" DIAMETER H.S. BOLTS1.
GENERAL SHEET NOTES
7/8" DIA. A325 H.S. BOTLS (TYP.)
SHEET PILING (TYP) - SEE NOTE 4
PLATE (TYP.)
STEEL CAP 1/2" BENT
L6"X4"X3/8" (TYP.)
SECTION LIMIT
STEEL CAP
> SHEET PILING WALL
> SHEET PILING WALL
NOTE:
1. BEND IN SHEET PILE CAP NOT SHOWN FOR CLARITY.
U
L Y
V
IS
E D
D E
T A
IL
A
P
E R
A M
E N
D M
E N
T N
O
J M
N
C
R T
IF
IE
D F
IN
A
L D
O C
U M
E N
T
C-504
L
L E
G H
E N
Y R
IV
E
R B
A S
IN
T
IO
N E
S T
A L
A K
E
O U
T F
L O
W L
E F
T B
A N
K L
O N
G -T
E R
M R
E P
IR
N
IE
M
IE
C
B
B A
K E
R
D
N E
U P
A N
E
S
M
IS
S E
N D
A
A N
S I
D
M A
Y
W
W N
B
P
IT
T S
B U
R G
H D
IS
T
R
IC
T
L
IB
E
R T
Y A
V E
P
IT
T S
B U
R G
H P
A
A c c e s s R o a d R e p a ir s
\T
IO
C
-5 S e t.
d g n
D S
A
E C
S c re e n F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:4
:4
P
M
/2 /2
S H
E E
T P
IL
E
W A
L L
D E
T A
IL
S
H1
CAP PLAN
1 1/2"=1'-0"SCALE:
A10
TOP OF WALL DETAIL
3"=1'-0"SCALE:
A1
SHEET PILE PAIR
1"=1'-0"SCALE:
SHEET PILE SECTION - MINIMUM PROPERTIES
ELASTIC SECTION MODULUS: 25.65 IN /FT
MOMENT OF INERTIA: 171.70 IN /FT
File details come from the government source that posted it. Updated .