W912QR-51494012_Plans-0000.pdf
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- W912QR-51494012
About this file
These are architectural and engineering design plans for the West Fork Lake Outlet Works Right Training Wall Gutter Repair project located in Cincinnati, Ohio. The comprehensive set of drawings, dated 30 May 2025, details a repair and replacement project for the right training wall gutter, with specific focus on demolishing and reconstructing a concrete gutter and outfall monolith (designated as Monolith Q-Q).
The project involves removing existing debris from the gutter, installing a new concrete gutter and flume section, repairing the concrete monolith, and implementing erosion control measures. Key technical specifications include 6-inch concrete with f'c = 5000 psi, #4 rebar reinforcement, geotextile separation fabric, #57 stone base, and 2-inch PVC piping for drainage. The work is limited to a specific contractor pool (MATOC W912QR21D0028 through W912QR21D0034) for Construction Services for Operations and Maintenance (O&M) projects within the Great Lakes and Ohio River Division. Proposals are due by 12:00 PM Eastern Time on 26 June 2025, with the expectation that the work will be completed in fiscal year 2025.
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GREGORY.BRENN
AN.A.1588041766
Digitally signed by
GREGORY.BRENNAN.A.1588041
Date: 2025.05.08 09:53:31 -04'00'
Digitally signed by
MITCHELL.IAN.F.1300565227
Date: 2025.05.27 16:34:48 -04'00'
DONNELLY.DER
EK.J.1582050755
Digitally signed by
DONNELLY.DEREK.J.158205075
Date: 2025.05.06 13:53:52 -04'00'
SPRINGSTON.ERIC.M
ATTHEW.1401439826
Digitally signed by
SPRINGSTON.ERIC.MATTHEW.
1401439826 Date: 2025.05.06 15:18:34 -04'00'
GREGORY.BRENN
AN.A.1588041766
Digitally signed by
GREGORY.BRENNAN.A.158804
Date: 2025.05.08 09:52:31 -04'00'
MUDD.JOSHUA
.F.1270777364
Digitally signed by
MUDD.JOSHUA.F.1270777364
Date: 2025.05.08 09:46:07 -04'00'
FITCH.NOLAN.
B.1593636743
Digitally signed by
FITCH.NOLAN.B.1593636743
Date: 2025.05.07 10:44:50 -04'00'
HARRIS.ROBERT.A.
1392045305
Digitally signed by
HARRIS.ROBERT.A.1392045305
Date: 2025.05.07 07:33:16 -04'00'
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30 May 2025
W912QR-51494012
A1
SCALE: NTS
AREA MAP
H11
SCALE: NTS
LOCATION MAP
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PROJECT LOCATION
HAMILTON COUNTY, OH
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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SECURITY GATE
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CONTRACTOR IS REQUIRED TO RESTORE ALL DISTURBED AREAS USED FOR 6.
FOR ALL PERMITTING INVOLVED FOR WATER CROSSINGS.
IF ACCESS ROUTE OPTION A IS PERSUED, CONTRACTOR IS RESPONSIBLE 5.
PROJECT REGARDING ANY LOCAL, STATE OR FEDERAL AGENCY.
CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THIS 4.
BASIN. SEE SHEET GR402, PHOTO A11 FOR FURTHER INFORMATION.
NO EQUIPMENT IS TO COME IN CONTACT WITH THE CONCRETE SILL IN THE 3.
DAMAGE OCCURS, RESTORE TO PRE-PROJECT CONDITIONS.
EXISTING CONCRETE DITCHES ARE TO BE PROTECTED PRIOR TO ACCESS. IF 2.
CONTRUCTION ACTIVITIES.
OF THESE AREAS WITH THE COR PRIOR TO ANY MOBILIZATION OR
TO STABILITY CONCERNS. CONTRACTOR TO COORDINATE THE DELINEATION
NOT EXCEED 5,000 POUNDS IN THE AREA ADJACENT TO THE WINGWALL DUE
LESS ACCESSING SITE. ONCE AT THE SITE, CONSTRUCTION EQUIPMENT IS TO
CONTRUCTION MOBILIZATION EQUIPMENT SIZE TO BE LIMITED TO 6 TONS OR 1.
GENERAL SHEET NOTES
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LOCATIONS TO AVOID.
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OF SLOPE. COORDINATE WITH COR ON A SPECIFIC LOCATIONS AND
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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LAYDOWN AREA
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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
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EXISTING GUTTER OUTFALL MONOLITH
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N 465,330.81
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N 465,175.48
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N 465,309.27
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N 465,274.44
E 1,404,016.63 N 465,209.07
E 1,403,876.40
N 465,304.39
E 1,403,948.38
N 465,399.71
E 1,404,020.36
N 465,540.08
E 1,404,016.05
N 465,499.28
E 1,404,013.23
N 465,500.89
E 1,403,991.71
N 465,553.64
E 1,403,952.69
N 465,577.74
E 1,403,889.32
N 465,625.45
E 1,403,893.83
N 465,603.88
E 1,403,982.92
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COORDINATE WITH COR.
VERIFY EXENTS. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR IS TO
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DATE OF AERIAL IMAGERY CIRCA 20241.
GENERAL SHEET NOTES
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D
IS
T R
IC
T
D
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M A
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IN
L
U T
H E
R K
IN
G
J R
P
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L E
K
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IA
L
P H
O T
O G
R A
P H
A N
D
A1
CONTRACTOR WORK LIMITS AERIAL PHOTOGRAPH AND
1"=50'SCALE:
NORTH
PLAN
50' 100'0
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
W
2Q R
-5
2_ Pl an s-
720710700690680670
630620
0 7
ELEV.: 735.72
E: 1403089.638
N: 465787.198
CP 1
ELEV.: 735.17
E: 1403452.026
N: 465434.727
M2
LAYDOWN AREA
CONTRACTOR
PROPOSED
VF102
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps
U .S
A
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®of Engineers
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U .S
A
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A N
S
VERTICAL DATUM IS NAVD88.4.
HORIZONTAL DATUM IS OHIO STATE PLANE, SOUTH ZONE (NAD83).3.
SURVEY CONDUCTED CIRCA 2018.2.
FOR CONTROL POINT DESCRIPTIONS SEE SHEET VF401.1.
GENERAL SHEET NOTES
R H
A R
R
IS
T F
R O
S T
B G
R E
G O
R Y
LEGEND
CONTROL POINT
CONTRACTOR WORK LIMITS
CURRENT SURVEY
HISTORIC MAPPING
D C
O N
T R
O L
P O
IN
T
L O
C A
T
IO
VF101
E
S T
F O
R K
L A
K E
O U
T L
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W O
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T R
A
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IN
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W A
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P A
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C
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A1
AND CONTROL POINT LOCATIONS OVERALL EXISTING SURVEY
1"=50'SCALE: 50' 100'0
NORTH
PLAN
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
W
2Q R
-5
2_ Pl an s-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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®of Engineers
US Army Corps
U .S
A
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®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
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IN
E E
R S
A N
S
VERTICAL DATUM IS NAVD88.4.
HORIZONTAL DATUM IS OHIO STATE PLANE, SOUTH ZONE (NAD83).3.
SURVEY CONDUCTED CIRCA 2018.2.
FOR CONTROL POINT DESCRIPTIONS SEE SHEET VF401.1.
GENERAL SHEET NOTES
R H
A R
R
IS
T F
R O
S T
B G
R E
G O
R Y
LEGEND
CONTROL POINT
CONTRACTOR WORK LIMITS
CURRENT SURVEY
HISTORIC MAPPING
EXISTING WALL
EXISTING FENCE
EXISTING DITCH
EXISTING CONCRETE SILL
VF102
E
S T
F O
R K
L A
K E
O U
T L
E T
W O
R
H T
T R
A
IN
IN
G
W A
L L
G U
T T
E R
R E
P A
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C
IN
C
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N A
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P
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A1
EXISTING SITE SURVEY
1"=20'SCALE:
NORTH
PLAN
20' 40'0
W
2Q R
-5
2_ Pl an s-
(FT)
PROJECT:
DATE:
SKETCH OF STATION
STATION
LONGITUDE
ELEVATION
LATITUDE N
W
CONV.
V
COMB. FACTOR
NORTHING
EASTING
(FT)
DATE (SET) (FOUND)
(FT)
LOCATION:
ED-D-C/SURVEY
39° 15' 42.15794"
84° 29' 49.54584"
0.999908308
GEOGRAPHIC COORDINATES (NAD83)
1403089.638
465787.198
Ohio South (3402) SPCS NAD83-2011
-1° 16' 01.90729"
West Fork Dam
June 2018
CP 1
735.72 the West Fork Dam COE office.
Located about 70 ft northwest from the gate across road which leads to
The station is a COE disk in concrete, flush with the ground.
DESCRIPTION:
REFERENCES: (these distances are approximate)
FND 6/2018
48' northwest from the corner of asphalt which is about 30ft norhtwest of the southwestern gate post, 57' southwest from a power pole on the east side of road and
83' south from the southeast corner chainlink fence.
CP 1
GATE
Corps Bldgs
(FT)
PROJECT:
DATE:
SKETCH OF STATION
STATION
LONGITUDE
ELEVATION
LATITUDE N
W
CONV.
V
COMB. FACTOR
NORTHING
EASTING
(FT)
DATE (SET) (FOUND)
(FT)
LOCATION:
39° 15' 38.75408"
84° 29' 44.84030"
0.999908370
GEOGRAPHIC COORDINATES (NAD83)
1403452.026
465434.727
Ohio South (3402) SPCS NAD83-2011
-1° 15' 58.92154"
West Fork Dam
735.19
The station is a COE disk in concrete, flush with the ground.
DESCRIPTION:
REFERENCES: (these distances are approximate)
COECOE
52' northwest from the pole supporting the weather instruments and
8' northeast from the center of the road.
bridge leading to the tower.
Located about 500 ft northwest from the extended centerline of the
WX instruments
Structure w/ 52'8
M7
Tower
M2
M2 x x x x x x x x x x
West Fork Tailwater Mapping
Tailwater Mapping-Bank Stabilization
West Fork Tailwater Mapping
Tailwater Mapping-Bank Stabilization
June 2018
ED-D-C/SURVEY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
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IN
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®of Engineers
US Army Corps
U .S
A
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A N
S
FOR CONTROL POINT LOCATIONS SEE SHEET VF1011.
GENERAL SHEET NOTES
R H
A R
R
IS
T F
R O
S T
B G
R E
G O
Y
VF401
E
S T
F O
R K
L A
K E
O U
T L
E T
W O
R
H T
T R
A
IN
IN
G
W A
L L
G U
T T
E R
R E
P A
IR
C
IN
C
IN
N A
T I, O H
P
F Y
A N
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U
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T R
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P O
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N S
A1
CONTROL POINT DESCRIPTIONS
SCALE: NTS
W
2Q R
-5
2_ Pl an s-
T O P O
F W
A L L
TO
P
O F
W A
LL
TOP O
F W
ALL
C O
N C R E T E D
R A
IN
W A
LL
W A
LL
FE
NCE
FE
N C E
FENCE
ELEV.: 735.17
E: 1403452.026
N: 465434.727
M2
SLOPE WITH SEED BLANKET
CONTRACTOR TO PROTECT
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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K E
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N B
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D E
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D B
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®of Engineers
US Army Corps
U .S
A
R M
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B G
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®of Engineers
US Army Corps
U .S
A
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P S
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E E
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A N
S
AFTER FINAL SITE STABILIZATION.
REMOVE ALL TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROLS 6.
POLLUTION PREVENTION PLAN (SWPPP).
CONTRACTOR IS RESPONSIBLE TO DEVELOP AND PROVIDE A STORMWATER 5.
NECESSITATE.
CONTRACTOR MAY PROVIDE ADDITIONAL CONTROL AS SITE CONDITIONS
EROSION CONTROL BMPS SHOWN ARE MINIMUM REQUIREMENTS. 4.
SEEDED AND STABILIZED PER SPECIFICATION 32 92 19 SEEDING.
ANY DISTURBED AREA NOT TO RECEIVE CONCRETE OR ROCK, MUST BE 3.
APPROVED CONTAINMENT.
ANY STOCKPILES MUST BE PROTECTED WITH THE SILT FENCING OR OTHER 2.
CONSTRUCTION ENTRANCE PRIOR TO START OF WORK.
INSTALL TEMPORARY PERIMETER CONTROLS AND STABILIZED 1.
GENERAL SHEET NOTES
I.
W
E
IL
B A
K E
R
T F
R O
S T
C
C A
R T
E R
SHEET KEYNOTES
SPECIFICATION 32 92 19.
BASED ON OHIO DOT ITEM 659 SEEDING AND MULCHING AND SEEDING
SEED BLANKET; SPECIFICATION ACCORDING TO OHIO NATIVE GRASSES 1.
LEGEND
CONTRACTOR WORK LIMITS
FLOW ARROW
SEE DETAIL A1, SHEET GC501
ROCK DAM - SEDIMENT TRAP;
SEED BLANKET
SEE DETAIL H1, SHEET GC501
; TEMPORARY CONSTRUCTION ENTRANCE
SEE DETAIL A11, SHEET GC501
CONCRETE WASHOUT;
SILT FENCE; SEE DETAIL A1, SHEET GC502
RD
CE
TG
CW
RD
CE
TG
CW
D S
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P R
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N P
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GC101
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S T
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L A
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W O
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H T
T R
A
IN
IN
G
W A
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P A
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C
IN
C
IN
N A
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P
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N P
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N T
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N
A1
AND SOIL PROTECTION PLAN EROSION PREVENTION
1"=30'SCALE:
NORTH
PLAN
30' 60'0
© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS
W
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-5
2_ Pl an s-
ROCK CHECK DAM
M
A X
FILTER FABRIC
AGGREGATE
OH. NO. 3 COARSE
FILTER FABRIC
NON-WOVEN
1' - 6"1' - 6"
2' MAX. ON CENTER
STRAW BALE ANCHOR SECTIONS
PLAN VIEW
SIGN DETAIL
LINER ANCHOR
M
IN
M
IN
10' - 0" MIN.
1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL INCLUDE
REMOVING AND DISPOSING OF HARDENED CONCRETE AND/OR SLURRY AND
RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION.
2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA ONCE
WASHOUT BECOMES TWO-THIRDS FULL.
3. EACH STRAW BALE IS TO BE STAKED IN PLACE USING (2) 2"x2"x4' WOODEN
STAKES.
4. STRAW BALE TYPE SHOWN. EARTHEN OR BARRIER TYPE MAY BE INSTALLED
AS APPROVED BY THE COR.
5. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
6. WASHOUT SHALL BE LOCATED 50' MIN. FROM ANY STORM DRAIN, CREEK BANK,
OR PERIMETER CONTROL.
NOTES:
LETTERS 6" MIN HEIGHT
48" X 24" MIN
PLYWOOD OR ALUMINUM
6" MIN. STEEL POST
4" x 4" x 6" WOOD POST OR
STRAW BALE
30-MIL POLYETHYLENE
(ANCHOR EVERY 2')
6" WIRE STAPLE OR SANDBAG
6" WIRE STAPLE OR SANDBAG
STRAW BALE
30-MIL POLYETHYLENE
NATIVE SOIL
ENTRENCH 3"
M
A X
SECTION
ANCHOR
STRAW BALE
M
IN
A11
SCALE: NTS
TEMPORARY CONCRETE WASHOUT FACILITY
AGGREGATE
OH. NO. 3 COARSE
27'
M
IN
SEE SPECIFICATION 31 05 19.13
NON-WOVEN GEOTEXTILE FABRIC
H1
SCALE: NTS
CONSTRUCTION ENTRANCE/EXIT PAD (TCE)
TEMPORARY GRAVEL
6" MAX. THICKNESS
PLAN
A A
SECTION A
PATTERNS
TO EXISTING DRAINAGE
DRAINAGE ACCORDING
MAINTAIN POSITIVE
12" HDPE PIPE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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U .S
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GC501
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A N
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W
2Q R
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2_ Pl an s-
SILT FENCE DETAIL
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
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M
N
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GC502
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F O
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W A
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N A
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W
2Q R
-5
2_ Pl an s-
SEE DETAIL H14 AND D14, SHEET CS501.
OF MONOLITH DOWN TO ELEV. 640.00'.
TO BE REMOVED FROM THE TOP
DETERIORATING CONCRETE IS
EXISTING OUTFALL MONOLITH Q-Q.
EXISTING WALL
CONCRETE REMOVAL
EXISTING DITCH
AND REPLACE TO PRE-CONSTRUCTION CONDITION
EXISTING FENCE. REMOVE DURING CONSTRUCTION
N 465,322.94
E 1,404,060.64
N 465,298.79
E 1,404,028.14
N 465,283.70
E 1,404,013.15
N 465,284.75
E 1,404,012.09
N 465,299.90
E 1,404,027.13
N 465,308.53
E 1,404,037.51
N 465,315.74
E 1,404,049.93
N 465,318.94
E 1,404,056.45
N 465,321.16
E 1,404,061.61
N 465,319.78
E 1,404,062.20
N 465,317.57
E 1,404,057.07
N 465,314.41
E 1,404,050.64
N 465,307.30
E 1,404,038.37
N 465,327.02
E 1,404,067.61
N 465,324.01
E 1,404,064.44
N 465,325.39
E 1,404,063.58
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
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H
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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
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
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SEE SHEET RF902 FOR EXISTING GUTTER SECTION AS-BUILT.9.
WINGWALLS.
DEMOLITION METHOD SHALL NOT EXERT LATERAL FORCES ON THE 8.
FOR CURRENT CONDITION OF OUTFALL MONOLITH, SEE A1, SHEET GR401.7.
THIS AREA WITH THE COR.
THE GRAVITY RETAINING WALL. CONTRACTOR TO COORDINATE EXTENTS OF
REVIEWED BY USACE PRIOR TO USE DUE TO RISK OF EXCESSIVE WEIGHT ON
ANY EQUIPMENT THAT IS TO BE USED AROUND THE WINGWALLS IS TO BE 6.
BUILTS.
WINGWALLS ARE GRAVITY WALLS. SEE SHEET RF901 AND RF902 FOR AS-5.
DO NOT DISTURB ANY SECURE MATERIAL ON ADJACENT BANK.4.
IN DIAMETER. PIPE IS TO BE REMOVED. SEE J1, SHEET GR402 FOR PHOTO.
BE THE FULL LENGTH OF THE EXISTING GUTTER, APPROX. 62', AT APPROX. 4"
RECENT YEARS TO TRY AND IMPROVE DRAINAGE. THE PIPE IS ASSUMED TO
THE EXISTING CONCRETE GUTTER HAS A PIPE THAT HAS BEEN PLACED IN 3.
ACCUMULATION.
THE EXISTING CONCRETE GUTTER HAS APPROX. 1' OF DEBRIS 2.
ROCK.
DEBRIS, AS DESCRIBED IN THE LEGEND, CONSISTS OF MUD, SLUDGE, FALLEN 1.
GENERAL SHEET NOTES
LEGEND
CONTRACTOR WORK LIMITS
FENCE REMOVAL
CONCRETE/DEBRIS REMOVAL
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2_ Pl an s-
AND OVERTOPPING INFORMATION
SHEET CS502 FOR END SECTION
SEE DETAIL A1, F14 AND A14,
OVER THE MONOLITH.
FLUME IS TO EXTEND AND OUTFALL
AT START OF GUTTER. SEE DETAIL A13, SHEET CS501
CUT OFF WALL TO BE CONSTRUCTED
EXISTING WALL
N 465,325.69
E 1,404,063.79
N 465,325.12
E 1,404,064.61
P O
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N 465,283.92
E 1,404,012.06
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N 465,321.29
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N 465,325.67
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AT INNER FACE OF REBUILT MONOLITH Q-Q
CONCRETE CURB TERMINATES
SEE DETAIL G1, SHEET CS502
STANDARD FLUME SECTION BEGINS AT STA. 0+63.85
GUIDANCE DURING CONSTRUCTION.
REFER TO SPECIFICATION 31 00 00.00 06 FOR
LOCATION OF SOIL ROCK ANCHOR NETTING.
SHADED AREA INDICATES APPROXIMATE
STA. 52.24 TO STA. 63.85
TRANSITION FROM GUTTER
TO FLUME
SPECIFICATION 05 52 00.
SEE DETAIL F1, SHEET S-503 AND
FOR GUARDRAIL FENCING DETAILS,
STATIONING. SEE SHEET RF901)
THROUGH 15+68.49, PER AS-BUILT
MONOLITH Q-Q (APPROX. STA.15+55.98
INSTALL NEW GUARDRAIL ON
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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BELOW GUTTER.
REFER TO SPECIFICATION 31 00 00.00 06 FOR COMPACTION REQUIREMENTS 3.
DISCREPANCIES, CONTRACTOR TO COORDINATE WITH COR.
CONTRACTOR TO VERIFY ALL WORK EXTENTS. IF THERE ARE ANY 2.
SEE SHEET CG201 FOR GUTTER/FLUME PROFILE.1.
GENERAL SHEET NOTES
R H
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SHEET KEYNOTES
CONCRETE CURB. SEE DETAIL E1, SHEET CS501.3.
FLUME; SEE SHEET CS502, DETAIL G1.2.
GUTTER; SEE SHEET CS501, DETAIL A1.1.
LEGEND
CONTRACTOR WORK LIMITS
GITTER/FLUME BOTTOM
SOIL ROCK ANCHOR NETTING
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-5
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TYPICAL CONCRETE FLAT BOTTOM GUTTER SECTION STA. 0+09.09 TO STA. 0+52.24
1.5 1.5
1'
AND SPECIFICATION 32 16 19
SPECIFICATION 03 30 53
GUTTER; SEE
6" CONCRETE
F'c= 5000psi
ELEV VARIES
EXISTING WALL
9"
8"
1"
1 1/4"
R 1/ 2"
R
E1
CONCRETE CURB
SCALE: NTS
SHEET CS501
CURB SEE DETAIL E1,
CONCRETE HEADER
EXISTING SLOPE
CONCRETE TIE INTO
EXISTING SLOPE
1.5' 1.5'
SECTION 32 11 23
#57 STONE BASE; SEE SPECIFICATION
SEE SPECIFICATION 31 05 19.13
GEOTEXTILE SEPARATION FABRIC;
1'
CUTOFF WALL
CUTOFF WALL ANCHOR SIDE VIEW
SCALE: NTS
A13
NOTE: CUTOFF WALL IS TO ONLY BE
PLACED AT STATION 9+09 OF THE GUTTER
6" CONCRETE GUTTER
4" #57 STONE BASE
SEE SHEET S-501
ELEV. 640.0';
MONOLITH TO
DEMO OUTFALL
OUTFALL MONOLITH Q-Q DEMOLITION
SCALE: NTS
H14
640.0'
OUTLET MONOLITH Q-Q CIRCA 1960
SCALE: NTS
D14
12.5'
DEMO TO ELEVATION 640.0'
TOP OF EXISTING WALL
CONCRETE TIE TO
*VARIES*
EXISTING GROUND
644.0'
TO SLOPE AWAY FROM CURB
GUTTER TIE IN
12.5'
OF GUTTER INVERT
ALIGNMENT CENTERLINE
AND SPECIFICATION 32 16 19
ON CENTER; SEE SPECIFICATION 03 30 53
#4 TRANSVERSE BARS @ 6"
F'c= 5000psi CONCRETE, #4 LONGITUDINAL BARS @ 10" ON CENTER
BARS @ 10" ON CENTER
#4 TRANSVERSE
@ 6" ON CENTER
#4 LONGITUDINAL BARS
SEE SPECIFICATION 03 30 53
F'c= 5000psi CONCRETE; @ 10" ON CENTER
#4 TRANSVERSE BARS
BY THE GOVERNMENT AFTER PLACEMENT.
PIPE IS TO BE PLACED TO MAINTAIN POSITIVE DRAINAGE AND TO BE FIELD APPROVED
MOVES THROUGH PIPE. PVC PIPE IS TO BE WRAPPED IN A FILTER SOCK.
OF THIS GUTTER SECTION. PERFORATED PIPE IS TO BE CAPPED TO ENSURE NO STONE
WATER COLLECTION AND PREVENT POOLING. PERFORATED PIPE IS TO RUN THE ENTIRETY
FLUME SECTION. PIPE INVERT IS TO BE AT THE BOTTOM OF THE #57 STONE LAYER TO MAXIMIZE
2" SCHEDULE 40 PERFORATED PVC PIPE THROUGH THIS GUTTER SECTION AND THROUGH
NOTE: FOR INFORMATION ON
JOINT SEALANT AND FILLER SEE
SPECIFICATION 32 16 19
EXPANSION JOINT SPACING
IN CURBS MATCHING GUTTER
PROVIDE EXPANSION JOINTS
1/2" EXP JOINT
W/ SEALANT
L1
SCALE: NTS
TYPICAL SLAB ON GRADE JOINT DETAIL
1.
2.
NOTES:
SAW CUT JOINTS WITH EARLY ENTRY SAW AS SOON AS THE SLAB CAN SUPPORT THE WEIGHT OF THE SAW
CUTTING EQUIPMENT AND CUTTING DOES NOT DAMAGE THE SLAB.
SUBMIT PROPOSED JOINT LAYOUT IN ACCORDANCE WITH SPECIFICATION SECTION 03 30 53.
INDUCED CRACK
1/8" x T/4" CONTINUOUS SAW CUT
(1" MIN) OR STRIP INSERT W/ JT
FILLER & ELASTOMERIC SEALANT
SLAB ON GRADE
SEE PLAN FOR THICKNESS
AND REINFORCING
WWR OR REINF
BAR PER PLAN
TYP
CONSTRUCTION JOINTSAWN CONTROL JOINT SLAB ON GRADE
T S
E E
P L
A N
3/16" MAX
1/8" MIN
M
IN
T /4
/3 x T
M
IN
B O
T /R
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IN
F
SEALANT REQUIREMENTS
SECTION 03 30 53 FOR
SEE SPECIFICATION
STD 90° BEND
3.
OF SLAB AS PER ACI 318-19.
MINIMUM REBAR COVER FOR FLUME, GUTTER AND CURB IS 3 INCH IN BOTTOM AND 1.5 INCH IN TOP
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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AND SPECIFICATION 32 16 19
SEE SPECIFICATION 03 30 53
F'c= 5000psi 6" CONCRETE;
ELEV VARIES
EXISTING WALL
SEE SHEET CS501, DETAIL G1
CONCRETE HEADER CURB
EXISTING SLOPE
CONCRETE TIE INTO
HILLSIDE
EXISTING
SECTION 32 11 23
#57 STONE BASE; SEE SPECIFICATION
SEE SPECIFICATION 31 05 19.13
GEOTEXTILE SEPARATION FABRIC;
TOP OF EXISTING WALL
CONCRETE TIE TO
*VARIES*
A1
SCALE: NTS
CONCRETE FLUME END SECTION
AND SPECIFICATION 32 16 19
FLUME; SEE SPECIFICATION 03 30 53
F'c= 5000psi 6" CONCRETE
AND DETAIL A1, SHEET S-503
SEE SHEETS S-501 AND S-502
REBUILDING INFORMATION,
FOR MONOLITH
SEE DETAIL F14 ON THIS SHEET
BY THE GOVERNMENT AFTER PLACEMENT.
DRAINAGE AND TO BE FIELD APPROVED
PIPE IS TO BE PLACED TO MAINTAIN POSITIVE
PVC PIPE IS TO BE WRAPPED IN A FILTER SOCK.
PIPE AT THE SOUTH FACE OF MONOLITH Q-Q.
CONNECT SOLID PVC PIPE TO PERFORATED PVC
MONOLITH Q-Q.
SEE DETAIL G14 FOR FURTHER DETAIL AT OUTFALL
2" SCHEDULE 40 SOLID PVC PIPE THROUGH WALL.
BY THE GOVERNMENT AFTER PLACEMENT.
PIPE IS TO BE PLACED TO MAINTAIN POSITIVE DRAINAGE AND TO BE FIELD APPROVED
MOVES THROUGH PIPE. PVC PIPE IS TO BE WRAPPED IN A FILTER SOCK.
OF THIS FLUME SECTION. PERFORATED PIPE IS TO BE CAPPED TO ENSURE NO STONE
PVC PIPE DETAILED IN A1 ON THIS SHEET. PERFORATED PIPE IS TO RUN THE ENTIRETY
WATER COLLECTION AND PREVENT POOLING. CONNECT PERFORATED PIPE TO SOLID
PIPE INVERT IS TO BE AT THE BOTTOM OF THE #57 STONE LAYER TO MAXIMIZE
SEE DETAIL G14 FOR FURTHER DETAIL AT OUTFALL MONOLITH.
2" SCHEDULE 40 PERFORATED PVC PIPE THROUGH THIS FLUME SECTION TO MONOLITH Q-Q.
OUTFALL MONOLITH Q-Q
FLUME END SECTION AA: SIDE VIEW
SCALE: NTS
F14
6" CONCRETE FLUME
4" #57 STONE BASE
2" PERFORATED PVC PIPE
2" SOLID PVC PIPE
OVERTOP MONOLITH Q-Q FLUME END SECTION
SCALE: NTS
A14
OUTFALL MONOLITH Q-Q
3"6"3"
6" 6"
REBUILT MONOLITH Q-Q TO ENCASE PIPE
2" PVC PIPE; CONTRACTOR TO FORM
DRAINAGE PIPE.
FILL VOIDS AROUND
NON-SHRINK GROUT TO
CONTRACTOR TO USE
RE-BUILT MONOLITH Q-Q
ELEV.= 641.5'
ELEV.= 643'
ELEV.= 642'
ELEV.= 642'
ELEV.= 641.5'
SECTION 32 11 23
#57 STONE BASE; SEE SPECIFICATION
ELEV.= 640.0'
OF FLUME INVERT
ALIGNMENT CENTERLINE
@ 10" ON CENTER
#4 LONGITUDINAL BARS
@ 10" ON CENTER
#4 TRANSVERSE BARS
AT OUTFALL MONOLITH
FULL PERIMETER OF FLUME
HYDROPHILIC WATERSTOP.
AT OUTFALL MONOLITH
FULL PERIMETER OF FLUME
HYDROPHILIC WATERSTOP.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90
625 625
630 630
635 635
640 640
645 645
650 650
655 655
660 660
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EXISTING GRADE
GUTTER/FLUME INVERT
SEE DETAIL A14, SHEET CS502
FOR FURTHER INFORMATION ON THIS,
FLUME END SECTION TO OVERTOP MONOLITH Q-Q.
.4
.8
.0
NOTE: 10" OF OVEREXCAVATION REQUIRED FOR FOUNDATION PREP
B
T T
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P R
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PROPOSED GUTTER/FLUME BOTTOM PROFILE
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HORIZ. VERT.
W
2Q R
-5
2_ Pl an s-
AS-BUILT OUTFALL MONOLITH Q-Q CONCRETE REPAIR REINFORCEMENT MONOLITH Q-Q
SCALE: NTS
A11
K1
SCALE: NTS
SECTION VIEW DEMOLITION OF MONOLITH Q-Q
NOTES:
1. THE CROSS SECTION OF THE REPAIR AREA MUST BE CONSTANT ALONG
THE ENTIRE LENGTH OF THE MONOLITH TO PROVIDE CONTINOUS AND
UNIFORM REINFORCEMENT. IF SOUND CONCRETE IS ENCOUNTERED
BEFORE REACHING THE MAXIMUM EXTENTS OF THE CONCRETE REPAIR
AREAS SHOWN ON THE WALL ELEVATIONS AND SECTION CUTS, THE FINAL
EXTENTS OF THE REPAIR AREA MAY BE REDUCED WITH APPROVAL FROM
THE CONTRACTING OFFICER.
2. ONCE ALL CONCRETE DEMOLITION HAS BEEN COMPLETED, IF UNSOUND
CONCRETE IS ENCOUNTERED BEYOND THE MAXIMUM EXTENTS OF THE
CONCRETE REPAIR AREAS, CONTACT THE CONTRACTING OFFICER AND
DOCUMENT THE AREAS OF UNSOUND CONCRETE. NO ADDITIONAL
CONCRETE REPAIR WORK WILL BE PERFORMED OUTSIDE OF THE
MAXIMUM EXTENTS OF THE CONCRETE REPAIR AREA.
3. APPLY A CORROSION INHIBITOR SUITABLE FOR AIR ENTRAINED CONCRETE
AND WET ENVIRONMENTS TO ALL EXPOSED REINFORCEMENT PRIOR TO
THE PLACEMENT OF THE CONCRETE.
4. PRIOR TO THE PLACEMENT OF THE CONCRETE, ROUGHEN THE
SUBSTRATE TO A MINIMUM AMPLITUDE OF 1/4" WHEN MEASURED WITH A
STRAIGHTEDGE. COORDINATE ANY ADDITIONAL SURFACE PREPARATION
REQUIREMENTS ACCORDING TO THE BONDING AGENT MANUFACTURER'S
INSTRUCTIONS.
5. PLACE CONCRETE TO RESTORE THE MONOLITH TO THE ORIGINAL
GEOMETRY UP TO THE SPECIFIED ELEVATION INCLUDING CHAMFERS
ALONG THE TOP OF WALL AND AT MONOLITH JOINTS. COORDINATE WITH
AS-BUILT DRAWINGS.
6. IF THE REPAIR CONCRETE IS PLACED IN LIFTS, ROUGHEN THE TOP
SURFACE OF THE PREVIOUS LIFT AND PREPARE THE SURFACE ACCORDING
TO NOTE 4.
7. CONCRETE FORMWORK MAY BE ANCHORED TO SOUND CONCRETE USING
EXPANSION ANCHORS OR STAINLESS STEEL THREADED ANCHOR RODS
AND EPOXY SUITABLE FOR WET ENVIROMENTS.
8. GRIND SMOOTH ALL ADHESIVE ANCHORS ONCE CONCRETE FORMWORK
HAS BEEN REMOVED. ALL EXPANSION ANCHORS MUST BE REMOVED AND
HOLES REPAIRED WITH NON-SHRINK GROUT.
9. MINIMUM REBAR COVER FOR MONOLITH REBUILD IS 4 INCHES AS PER EM
1110-2-2104.
WALL REMOVAL TO SPECIFICED ELEVATION
MAXIMUM EXTENTS OF THE CONCRETE REPAIR AREA
FOR MONOLITH Q-Q
CONCRETE REPAIR AREA LEGEND:
BASIN FLOOR
EXISTING STILLING
DURING REPAIR WORK
WITHIN STILLING BASIN
APPROXIMATE POOL EL
SPECIFICATION SECTION 31 00 00.00 06
TRENCHING REQUIREMENTS SEE
TRENCH. FOR EXCAVATION AND
BENCH OR SLOPE EXCAVATION
SECTION 31 00 00.00 06
REQUIREMENTS SEE SPECIFICATION
EXCAVATED. FOR EXCAVATION
EXISTING SOIL TO BE
DEMOLISH EXISTING TOP OF WALL
EL 634.00
BOTTOM OF MONOLITH
EL 636.50
EL 640.00
EXISTING SOUND CONCRETE
CENTER WITH 2'-0" EMBEDMENT
EPOXY #4 DOWELS @ 10" ON
CONCRETE, SEE NOTE 4
SURFACE PRIOR TO PLACEMENT OF
BONDING AGENT AND PREPARE
ROUGHEN SUBSTRATE, APPLY
CENTER, TYPICAL EACH FACE
#4 LONGITUDINAL BARS @ 10" ON
2' - 0"
SEE NOTES 5 AND 6
CONCRETE REPAIR AREA;
CLEARANCE TO CONCRETE FACE
EACH FACE, MAINTAIN 2"
HYDROPHILIC WATERSTOP.
BOTTOM OF DEMO
EL 644.00
TOP OF EXISTING WALL
POOL
CONCRETE REPAIR REINFORCEMENT MONOLITH Q-Q FRONT VIEW
SCALE: NTS
J11
12'-6"
@ 10" ON CENTER
#4 LONGITUDINAL BARS
CENTER WITH 2'-0" EMBEDMENT
EPOXY #4 DOWELS @ 10" ON
EXISTING SOUND CONCRETE
@10" ON CENTER
#4 TRANSVERSE BARS
SEE NOTES 5 & 6
CONCRETE REPAIR AREA;
SEE NOTE 9
MINIMUM CLEAR COVER;
2'
3' - 6"
6"
BARS ON EACH FACE
#4 SUPPLEMENTAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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PLAN VIEW REPAIR OF MONOLITH Q-Q
H1
SCALE: NTS
ELEVATION VIEW REPAIR OF MONOLITH Q-Q
CONSTRUCTION JOINTS (TYP.)
EXISTING VERTICAL
BASIN FLOOR
TOF/STILLING
CONCRETE REPAIR AREA
TOW EL 643.00
WF EL 640.00
BOW EL 634.00
TOP OF WALL
CONCRETE CUT LINE
EXISTING ROCK WALL
BASIN END SILL
EXISTING STILLING
CONCRETE REPAIR AREA CONCRETE FLUME
EXISTING TOP OF WALL
CONSTRUCTION JOINTS (TYP.)
EXISTING VERTICAL
TOF/STILLING BASIN FLOOR
12' - 6"
3' - 2"
1' - 7" 2' - 7"
.8
2' - 7"3' - 2"6' - 8"
' - 0
MAXIMUM EXTENTS OF THE CONCRETE REPAIR AREA
FOR MONOLITH Q-Q
CONCRETE REPAIR AREA LEGEND:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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TYPICAL MONOLITH JOINT DETAIL
F1
SCALE: NTS
RAILING DETAIL
NOTES:
1. PRIOR TO THE PLACEMENT OF CONCRETE CLEAN THE EXPOSED
CONCRETE AND APPLY TWO (2) COATS OF BITUMINOUS PAINT TO THE
ADJACENT WALL MONOLITH ALONG THE CONTACT SURFACE.
2. CHAMFERS ALONG THE TOP OF WALL AND AT MONOLITH JOINTS SHALL
MATCH EXISTING. FIELD VERIFY OR COORIDINATE WITH AS-BUILT
DRAWINGS.
PLAN VIEW
NOTES:
1. STRUCTURAL PERFORMANCE OF RAILINGS;
CONTRACTOR MUST DESIGN RAILINGS TO WITHSTAND
THE FOLLOWING STRUCTURAL LOADS WITHOUT
EXCEEDING THE ALLOWABLE DESIGN WORKING STRESS
OF MATERIALS, AND CODE REQUIRED DEFLECTIONS
INCLUDING RAILINGS, ANCHORS, AND CONNECTIONS.
a. TOP RAIL OF RAILING: CAPABLE OF
WITHSTANDING A CONCENTRATED LOAD OF 200
LB APPLIED IN ANY DIRECTION AND A UNIFORM
LOAD OF 50 PLF APPLIED IN ANY DIRECTION.
CONCENTRATED AND UNIFORM LOADS NEED NOT
TO BE ASSUMED TO ACT CONCURRENTLY.
2. RAILING DESIGN AND CONSTRUCTION PER
SPECIFICATION 05 52 00.
3. COAT THE CONTACT SURFACE BETWEEN ALUMINUM
ELEMENTS AND CONCRETE WITH A HEAVY COATING OF
BITUMINOUS PAINT.
REPAIR CONCRETE, SEE NOTE 1
TO THE PLACEMENT OF THE
PREPARE MONOLITH JOINT PRIOR
MONOLITHS 8 AND 9
4" MIN. CLR. FOR WALL
BY RAILING MANUFACTURER
STAINLESS STEEL ANCHORS
OF RAILING, SEE SPECIFICATION 05 52 00
PROVIDE TOP RAIL 42" HIGH AND RAIL AT MIDHEIGHT
TO BE DESIGNED BY RAILING MANUFACTURER.
REMOVABLE 1 1/2" ALUMINUM RAILING
SEE SPECIFICATION 05 52 00
CONCRETE BY RAILING MANUFACTURER,
CONNECTION TO EXISTING
ON WALL MONOLITH Q-Q
NEW REINFORCEMENT
EXISTING NON-REINFORCED MONOLITH
SEE SHEET S-501
AND REINFORCEMENT,
CONCRETE REPAIR AREA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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AS BUILT DRAWING - STILLING BASIN SECTION
NOTE: FOR REFERENCE ONLY.
CONTRACTOR TO VERIFY EXISTING CONDITIONS.
OUTFALL AT APPROX. STA. 15+62.23
OUTFALL MONOLITH
OUTFALL MONOLITH
START AT APPROX. STA. 15+55.49
OUTFALL MONOLITH
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AS BUILT DRAWING - OUTLET WORKS TYPICAL SECTIONS
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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| 128632_g-cs_SHT |
| 128632_g-cs_SHT |
| 128632_G-100_SHT |
| 128632_G-100_SHT |
| 128632_G-100_SHT |
| 128632_GR400_SHT |
| 128632_GR400_SHT |
| 128632_V-100_SHT |
| 128632_V-100_SHT |
| 128632_V-100_SHT |
| 128632_c-dt_SHT |
| 128632_GC100_SHT |
| 128632_c-dt_SHT |
| 128632_c-dt_SHT |
| 128632_CD100_SHT |
| 128632_CS100_SHT |
| 128632_c-dt_SHT |
| 128632_c-dt_SHT |
| 128632_CG200_SHT |
| 128632_c-dt_SHT |
| 128632_c-dt_SHT |
| 128632_c-dt_SHT |
| 128632_RF900_SHT |
| 128632_RF900_SHT |
File details come from the government source that posted it. Updated .