Plans - W911WN20Q8002 Stonewall Jackson Bridge Abutment Repair.pdf
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
PITTSBURGH DISTRICT
DAM ACCESS BRIDGE ABUTMENT REPAIRS 2020
STONEWALL JACKSON RESERVOIR
MONONGAHELA RIVER BASIN
W911WN20Q8002
MAY 2020
CERTIFIED FINAL DOCUMENTS
of Engineers
US Army Corps
G-001
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CHIEF, ENGINEERING & CONSTRUCTION DIVISION
APPROVED BY:
CHIEF, GEOTECHNICAL & WATER RESOURCES BRANCH
APPROVAL RECOMMENDED BY:
CHIEF, CIVIL DESIGN SECTION
SUBMITTED BY:
CHIEF, GEOTECHNICAL ENGINEERING SECTION
SUBMITTED BY:
PROJECT ENGINEER
SUBMITTED BY:
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE
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GOVERNMENT-FURNISHED EQUIPMENT CONTRACTOR INSTALLEDGFE/CI
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GROUND FAULT CIRCUIT INTERRUPTERGFCI
GROUND FACEGF
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GENERAL CONTRACTORGC
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GALVANIZED STEELGALV STL
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NOISE REDUCTIONNR
NOMINALNOM
NUMBERNO
NORMALLY OPENNO
NONMETALLICNM
NEOPRENE LATEXN.L.
NAILABLENL
NOT IN CONTRACTNIC
NICKELNi
NATIONAL FIRE PROTECTION ASSOCIATIONNFPA
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA
NATIONAL ELECTRICAL CODENEC
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NATURALNAT
NORTHN
MULLIONMULL
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METALMTL
METAL FURRINGMTFR
MOUNTEDMTD
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MARBLE BASEMRB
MOP RECEPTORMR
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MODIFIEDMOD.
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MASONRY OPENINGMO
MATERIAL NOT IN CONTRACT (INSTALLATION BY CONTRACTOR)MNIC
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MOULDINGMLDG
MONOLITHICML
METAL LATHML
MISCELLANEOUSMISC
MIRRORMIRR
MINIMUMMIN
MALLEABLE IRONMI
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MATTE-GLAZED TILEMGT
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METAL EDGE STRIPMES
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MECHANICALMECH
METAL DIVIDER STRIPMDS
METAL-CASED OPENINGMCO
MASONRY CONTROL JOINTMCJ
MEDICINE CABINETMC
MEMBERMBR
MACHINE BOLTSMB
MAXIMUMMAX
MATERIAL(S)MATL
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LEAVING WATER TEMPERATURELWT
LIGHTWEIGHT CONCRETELWC
LOUVERLVR
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UNDERWRITERS LABORATORIESUL
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TELEVISIONTV
THERMOSTATTSTAT
TRANSVERSETRANS
TRANSOMTRANS
TOILET PARTITIONTPTN
TOILET PAPER DISPENSERTPD
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TOP OF SLABTOS
TOPOGRAPHYTOPO
TOLERANCETOL
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SEQUENCESEQ
SECTIONSECT
STEEL DOOR INSTITUTESDI
STORM DRAINSD
STRUCTURAL CLAY TILESCT
SCREENSCRN
SCHEDULESCHED
STONE CONSTRUCTION ENTRANCESCE
SOLID CORESC
SECURITY BARSS.B.
SPLASH BLOCKSB
SUPPLY AIRSA
SOUTHS
RAINWATER CONDUCTORRWC
RIVETRVT
REVERSERVS
RUBBER TILE FLOORRTF
RAISED PATTERN RUBBER TILERPRT
REVOLUTIONS PER MINUTERPM
RETRACTABLE PARTITIONRP
RIGHT OF WAYROW
ROUGH OPENINGRO
ROUNDRND
ROOMRM
RAILINGRLG
RACKRK
ROOF HATCHRH
RIGHT HANDRH
RELATIVE HUMIDITYRH
ROOFINGRFG
REVISIONREV
RETURNRET
RESILIENTRESIL
REQUIREDREQD
REMOVE(ABLE)REM
REINFORCEREINF
REGLETREG
REGISTERREG
REFRIGERATIONREFR
REFLECTREFL
REFERENCEREF
RECTIFIERRECT
RECREATION ROOMREC ROOM
RECEPTACLERECPT
RIGID INSULATIONRDG INS
ROOF DRAINRD
RECEIVERRCVR
REINFORCED CONCRETE PIPERCP
REMOTE CONTROLRC
RUBBERRBR
RUBBLE STONERBL
RUBBER BASE, RESILIENT BASERB
RETURN AIR REGISTERRAR
RETURN AIR GRILLERA GR
RABBETEDRAB
RETURN AIRRA
RISERR
RANGER
RADIUSR
QUANTITYQTY
QUARTER ROUND1/4 RND
QUARTERQTR
QUARTQT.
QUARRY TILEQT
PASS WINDOWPW
PAVINGPVG
POLYVINYL CHLORIDEPVC
PAVEDPV
PAPER TOWEL RECEPTACLEPTR
PARTITIONPTN
PAPER TOWEL DISPENSERPTD
POST-TENSIONED CONCRETEPT CONC
POINTPT.
PNEUMATIC TUBEPT
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PRESTRESSED CONCRETEPS CONC
P Z
IN
N E
C K
E R
S
M
IS
S E
N D
A
D
N E
U P
A
STONEWALL JACKSON LAKE
JACKSON DAM
STONEWALL
WEST FORK RIVER
(WV SECONDARY ROUTE 30)
SKIN CREEK ROAD
(WV SECONDARY ROUTE 36)
LITTLE SKIN CREEK ROAD
STONEWALL JACKSON LAKE
STONEWALL JACKSON LAKE
(WV SECONDARY ROUTE 30)
SKIN CREEK ROAD
(LOCAL ROUTE 30/7)
GLADY FORK ROAD
(LOCAL ROUTE 30/7)
GLADY FORK ROAD
DAM VISITORS' CENTER
STONEWALL JACKSON
(LOCAL ROUTE 36/1)
CURTIS RUN ROAD
STONEWALL JACKSON LAKE
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
IZ
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
S I
D
P
IT
T S
B U
R G
H D
IS
T R
M A
C C
E S
S B
R
ID
G E A
B U
T M
E N
T R
E P
A
IR
S
S T
O N
E W
A L L J
A C
K S
O N R
E S
E R
V O
IR
M O
N O
N G
A H
E L
A R
IV
E R B
A
L
IB
E R
T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
GENERAL NOTES
A1
NORTH
PLAN
EXIT #96
INTERSTATE 79
I-79 SOUTH
I-79 NORTH
GENERAL SITE PLAN
SCALE: 1"=1000' 0 2000'1000'
G-101
B
C R
A T
G
N E
R A
L S
IT
E P
L
C
M U
R P
H Y
M
R O
T H
E R
M
C A
S T
L E
1. FOR GENERAL PROJECT ABBREVIATIONS, SEE SHEET G-003.
B1
G-103
B1
G-102
WORK LIMITS
CONTRACTOR
PARKING AREA
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
WALKWAY
LAYDOWN AREA #2
CONTRACTOR
DRAINAGE DITCH
CONCRETE-LINED
HEADWALL
ENDWALL
HEADWALL
ENDWALL
DRAINAGE DITCH
CONCRETE-LINED
HEADWALL
FILTER SOCK (CFS)
18" DIA COMPOST
ENDWALL
ENTRANCE (SCE)
CONSTRUCTION
STONE
(M
IN
'-0
(12' WIDE X 75' LONG)
LAYDOWN AREA #1
CONTRACTOR
C F S -1
C F S -1
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
IZ
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
S I
D
P
IT
T S
B U
R G
H D
IS
T R
M A
C C
E S
S B
R
ID
G E A
B U
T M
E N
T R
E P
A
IR
S
S T
O N
E W
A L L J
A C
K S
O N R
E S
E R
V O
IR
M O
N O
N G
A H
E L
A R
IV
E R B
A
L
IB
E R
T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
SHEET KEYNOTES
NO WORK SHALL BE PERFORMED BELOW THE WEST FORK RIVER WATERLINE.
W E S
T F
O R
K R
IV
E R
F L
O W
LEGEND
NOTES
CONTRACTOR LAYDOWN AREA
E
T U
O R
Y R
A D
N O
C E
S V
W(
O R
K E
E R
C
NI
K S
DAM
ACCES
S R
OAD "
A"
M A
IN
T E N
A N C E B
U
IL
D
IN
G
D A
M
S
S E
C C
A
GATE
GATE
GATE
BRID
GE
T O D
A M /V
IS
IT
O R
S C
E N
T E
R
T O D
A M
T O I -7
/W
E S
T O
N
W V
T O R
IP
R A P S
T O
R A
G E A
R E
A (S
E E S
H E
E T G -1
TO THE BRIDGE ABUTMENT.
BRUSH REMOVAL ACTIVITIES TO GAIN EQUIPMENT AND PERSONNEL ACCESS
NO TREES GREATER THAN 3" IN DIAMETER SHALL BE DISTURBED DURING
THE DAM ACCESS BRIDGE IS RATED FOR AN HS-20 LOADING.
3. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-003.
EXISTING FEATURES.
2. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT
TO A MINIMUM.
1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT
B1
NORTH
PLAN
G-101
M3
60' 120'0
CONTRACTOR WORK LIMITS PLAN - DAM ACCESS BRIDGE ABUTMENT WORK AREA
SCALE: 1"=60'
CONTRACTOR WORK LIMITS
PUBLIC ROADWAY RIGHT-OF-WAY
PARKIN
G L
OT (
PAVED)
ROAD
"C
(GRAVEL)
PARKING LOT
5 6
ACCORDANCE WITH THE GUIDANCE PROVIDED IN THE SPECIFICATIONS.
COMPOST FILTER SOCK (CFS) SHALL BE INSTALLED AT EL 1121 AND IN
OFFICER PRIOR TO IMPLEMENTATION.
SHALL BE COORDINATED WITH AND APPROVED BY THE CONTRACTING
DAM AND/OR VISITORS' CENTER (I.E., ON TOP OF THE DAM ACCESS BRIDGE)
STAGING OF EQUIPMENT IN ANY LOCATION THAT MAY BLOCK ACCESS TO THE
INSTALLED ON THE GROUND SURFACE BELOW THE BRIDGE.
CFS SHOWN CROSSING THE DAM ACCESS BRIDGE REPRESENTS CFS TO BE6
STONE CONSTRUCTION ENTRANCE (SCE)
GUIDE RAIL (EXISTING)
FENCE (EXISTING; VARYING TYPES)
VEGETATED DRAINAGE SWALE (EXISTING)
STORM CULVERT (EXISTING)
18" DIAMETER COMPOST FILTER SOCKCFS-18
BE A MINIMUM OF 8' IN LENGTH.
ALL CFS END EXTENSIONS ANGLED OFF OF THE MAIN LENGTH OF CFS SHALL
SEDIMENT CONTROL BEST MANAGEMENT PRACTICE.
REGARDING INSTALLATION AND MAINTENANCE OF THIS EROSION AND
REFER TO PROJECT SPECIFICATIONS FOR ADDTIONAL INFORMATION
G-102
B
C R
A T
L
A N
D A
M A
C C
E S
S B
R
ID
G E A
B U
T M
E N
T W
O R
K A
R E
A
C O
N T
R A
C T
O R W
O R
K L
IM
IT
S
C
M U
R P
H Y
M
R O
T H
E R
M
C A
S T
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
UNPAVED ROAD
ENTRANCE (SCE)
CONSTRUCTION
STONE
SILT FENCE
TEMPORARY
SILT FENCE
TEMPORARY
WORK LIMITS
CONTRACTOR
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
IZ
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
S I
D
P
IT
T S
B U
R G
H D
IS
T R
M A
C C
E S
S B
R
ID
G E A
B U
T M
E N
T R
E P
A
IR
S
S T
O N
E W
A L L J
A C
K S
O N R
E S
E R
V O
IR
M O
N O
N G
A H
E L
A R
IV
E R B
A
L
IB
E R
T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
SHEET KEYNOTES
LEGEND
NOTES
GATE
3. FOR STANDARD LIST OF ABBREVIATIONS, SEE SHEET G-003.
EXISTING FEATURES.
2. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE REPRESENT
TO A MINIMUM.
1. CONTRACTOR SHALL ENSURE OBSTRUCTIONS TO ACCESS WAYS WILL BE KEPT
B1
NORTH
PLAN
60' 120'0SCALE: 1"=60'
AREA
RIPRAP STORAGE
TEMPORARY
LA
K E V
IE
W L
A N E
CONTRACTOR WORK LIMITS PLAN - TEMPORARY RIPRAP STORAGE AREA
CONTRACTOR WORK LIMITS
PUBLIC ROADWAY RIGHT-OF-WAY
36)
TE
UO
ARY R
ND
V SECO
W D (
A
K RO
EER
C N
TTLE SKI
IL
UTE 30)
OY RR
ONDA
CESV W
OAD (
REK
REC IN
K
TO S
GUIDE RAIL (EXISTING)
FENCE (EXISTING, VARYING TYPES)
STONE CONSTRUCTION ENTRANCE (SCE)
C E
M E T
A R
Y R
O A
D
SEDIMENT CONTROL BEST MANAGEMENT PRACTICE.
REGARDING INSTALLATION AND MAINTENANCE OF THIS EROSION AND
REFER TO PROJECT SPECIFICATIONS FOR ADDTIONAL INFORMATION
LIMITED TO 250 LINEAR FEET, INSTALLED IN THE ORIENTATION SHOWN ON PLAN.
LENGTH OF EACH ENTIRE SECTION OF TEMPORARY SILT FENCE SHALL BE
AREA
RIPRAP STORAGE
TEMPORARY
1 2
1 2
SILT FENCE (TEMPORARY)
ARE COMPLETED.
CONSTRUCTION ENTRANCE AFTER THE MATERIAL STOCKPILING ACTIVITIES
A 3" LAYER OF AASHTO #57 STONE SHALL BE PLACED ON TOP OF THE STONE
PROHIBIT ACCESS TO OTHER LOCK AND KEY HOLDERS.
CONTRACTOR MUST ENSURE THEY DO NOT CROSS-LOCK THE GATE AND
GATE, AND A DESIGNATED KEY SHALL BE PROVIDED TO THE CONTRACTOR.
VEHICLES. A LOCK FOR THE CONTRACTOR SHALL BE INSTALLED ON THE
GATES MUST BE LOCKED AT ALL TIMES, EXCEPT FOR ENTRY AND EXIT OF
G-103
B
C R
A T
A N
T E
M P
O R
A R
Y R
IP
R A
P S
T O
R A
G E A
R E
A
C O
N T
R A
C T
O R W
O R
K L
IM
IT
S
C
M U
R P
H Y
G-101
C15
M
R O
T H
E R
M
C A
S T
B
C
D
E
F
G
H
J
K
L
M
N
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B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
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D E
S
IG
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D B
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C O
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O
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L
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IT
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IO
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S
U E D
A T
E
S
IZ
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
S I
D
P
IT
T S
B U
R G
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T R
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B U
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A
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A L L J
A C
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A H
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A R
IV
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A
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T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
H
E E
T O
F
S-001
B
C R
A T
R U
C T
U R
A L M
A R
K -U
P S
A
H A
Y E
S
G
M E
Y E
R
G
M E
Y E
PROVIDED FOR REFERENCE ONLY
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
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D E
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IG
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IT
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IO
N N
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IS
S
U E D
A T
E
S
IZ
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
S I
D
P
IT
T S
B U
R G
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B U
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A
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S
S T
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A L L J
A C
K S
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V O
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N G
A H
E L
A R
IV
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A
L
IB
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T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
E E
T O
F
S-002
B
C R
A T
R U
C T
U R
A L M
A R
K -U
P S
A
H A
Y E
S
G .M
E Y
E R
G
M E
Y E
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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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
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O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
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
S I
D
P
IT
T S
B U
R G
H D
IS
T R
M A
C C
E S
S B
R
ID
G E A
B U
T M
E N
T R
E P
A
IR
S
S T
O N
E W
A L L J
A C
K S
O N R
E S
E R
V O
IR
M O
N O
N G
A H
E L
A R
IV
E R B
A
L
IB
E R
T Y A
V E
C E
R T
IF
IE
D F
IN
A L D
O C
U M
E N
T
W
W N
Q
M A
Y
E E
T O
F
S-003
B
C R
A T
R U
C T
U R
A L M
A R
K -U
P S
A
H A
Y E
S
G
M E
Y E
R
G
M E
Y E
| G-001 |
| G-002 |
| G-003 |
| G-101 |
| G-102 |
| G-103 |
| S-001 |
| S-002 |
| S-003 |
| PROJECT ENGINEER: | |
| CHIEF GEOTECHNICAL ENGINEERING SECTION: | |
| CHIEF CIVIL DESIGN SECTION: | |
| CHIEF GEOTECHNICAL WATER RESOURCES BRANCH: | |
| CHIEF ENGINEERING CONSTRUCTION DIVISION: | |
| 2020-06-11T09:32:21-0400 | |
| ZINNECKER.PAUL.LEWIS.1559159316 |
| 2020-06-11T11:19:17-0400 | |
| Sarah J. Missenda |
| 2020-06-11T13:31:47-0400 | |
| ROTHER.MATTHEW.PAUL.1558211098 |
| 2020-06-11T15:33:13-0400 | |
| Jessica C. Farmer |
| 2020-06-16T11:16:42-0400 | |
| HOEY.JEANINE.M.1198983795 |
File details come from the government source that posted it. Updated .