INDEX OF SHEETS KENTUCKY TRANSPORTATION ......AASHTO LRFD Bridge Construction Specifications with...
Transcript of INDEX OF SHEETS KENTUCKY TRANSPORTATION ......AASHTO LRFD Bridge Construction Specifications with...
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DEPARTMENT OF HIGHWAYS
BRIDGE REHABILITATION PLANS
KENTUCKY TRANSPORTATION CABINET
LOCATION MAP
Damages on Bridge Repair Contracts
for Contract Completion Date and Liquidation
for Traffic Control on Bridge Repair Contracts
for Concrete Coating
for Epoxy Injection Crack Repairs
for Erosion Control
for Over the Side Drainage
for Bridging Kentucky Project Stencil
INDEX OF SHEETSSheet No. Description
SPECIAL NOTES
STANDARD DRAWINGS
Typical Sections
Abutment 1
Abutment 2
Substructure Details
Environmentally-Cleared Area
S6
S7
S8
Plan and Elevation
General Notes
Title and Location Map
ACTIVE SEPIAS
BDP-001-06
BDP-002-03
BDP-003-03
BDP-004-04
BDP-007-05
BHS-011
RBI-001-12
RBR-001-13
RBR-015-06
RBR-050-08
RBR-055-01
Box Beam General Notes and References
Box Beam Tension Rod Details
Box Beam Bearing Details
Box Beam Miscellaneous Details
Box Beam B17 and CB17 Details
Railing System Side Mounted MGS Details
Typical Guardrail Installations
Steel Beam Guardrail ("W" Beam)
Steel Guardrail Posts
Guardrail End Treatment Type 7
Delineators for Guardrail
S1
S2
S3
S4
DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
TITLE AND LOCATION MAP
S1
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SPECIFICATIONS
BRIDGE NUMBERPREPARED BY
Current Interims.
AASHTO LRFD Bridge Construction Specifications with
Construction.
2019 Standard Specifications for Road and Bridge
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for Concrete Patching Repair
for Placing Bridge Overlay, Approach Pavement
37.507752, -86.326232
OVER BIG RUN BRANCH
WATSON SCHOOL ROAD (CR 1100)
043C00057N
S5
for Concrete Sealing
RBR-005-11 Guardrail Components
Guardrail System TransitionRBR-018
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Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
GENERAL NOTES
BRIDGE NUMBER
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SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
GENERAL NOTES
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GENERAL NOTES
on the Plans, work around and do not disturb existing utilities.
Contractor must make his own determination. Except as shown
responsibility for the accuracy or completeness. The
Department does not warrant the locations and assumes no
approximate and for informational purposes only. The
Consider location of utilities shown on the drawings to be
UTILITIES: Before beginning work, locate all existing utilities.
Section 105.12 of the Specifications.
and site shall be left in a condition that is in accordance with
Contract. After completion of all operations, the structure
traffic following completion of all work required in the
mobilization until after the bridge has been reopened to normal
for the stability of the structure from the time of
Contractor's actions. The Contractor is completely responsible
the structure, should such damage result from the
responsibility and expense for repair of any and all damage to
DAMAGE TO THE STRUCTURE: The Contractor shall bear full
bid for the repair being completed.
but the cost of these items shall be included in the unit price
No direct payment shall be made for welding or weld material,
Steel", American Welding Society Specifications, Current Edition.
conform to the "Recommended Practices for Welding Reinforcing
WELDING REINFORCEMENT: The welding and welding material shall
Contractor and shall be removed from the right-of-way.
beneath the bridge shall become the property of the
DISPOSAL OF MATERIALS: All materials and debris removed from or
repair item being completed.
cleaning existing steel reinforcement shall be incidental to the
EXISTING STEEL REINFORCEMENT: The cost of cutting, bending, and
noted.
BEVELED EDGES: Bevel all exposed edges ƒ" unless otherwise
Specifications.
factor design method as specified in the current AASHTO
to be equivalent or greater than the load and resistance
DESIGN METHOD: All reinforced concrete members are designed
labor, or anything else required to complete the structure.
existing structure, phase construction, incidental materials,
shoring, excavations, backfilling, removal of all or parts of the
incidental to the Contract. This may include cofferdams,
appropriate for the work involved and otherwise considered
otherwise specified, are to be included in the bid item most
Specifications. Material, labor, or construction operations, not
complete the structure in accordance with the Plans and
COMPLETION OF THE STRUCTURE: The Contractor is required to
purposes of bend diameters.
a Bill of Reinforcement shall be considered a stirrup for
Specifications. Any reinforcing bars designated by suffix "s" in
coated in accordance with section 811.10 of the Standard
bars designated by suffix "e" in the plans shall be epoxy
of bars is from center to center of bars. Any reinforcing
bars are to center of bars unless otherwise shown. Spacing
REINFORCEMENT: Dimensions shown from the face of concrete to
Interims.
the AASHTO LRFD Bridge Construction Specifications, with
to the AASHTO Specifications are to the current edition of
including any current supplemental Specifications. All references
Standard Specifications for Road and Bridge Construction
current Edition of the Kentucky Department of Highways
SPECIFICATIONS: References to the Specifications are to the
GENERAL NOTESA.
for a future wearing surface of 15 psf.
Load, (i.e. 1.25xAASHTO HL93 live load). This bridge is designed
DESIGN LOAD: This superstructure is designed for KY-HL93 Live
bridge limits. Storage of material on the bridge is prohibited.
CONSTRUCTION LOAD: The Contractor shall abide by the posted
degrees fahrenheit. Layout dimensions are horizontal dimensions.
DIMENSIONS: Dimensions are for a normal temperature of 60
necessarily all underground utilities.
excavation for information on the location of some, but not
to call (800) 752-6007 a minimum of two working days prior to
owner at the Contractor's expense. The Contractor is advised
operations will be repaired to the satisfaction of the utility
utilities disturbed or damaged as a result of the Contractor's
underground utilities shall be located prior to construction. Any
responsible for locating any utilities on this project. All
Damage Prevention Act of 1994. The Contractor will be
requirements and conformation with the Underground Facility
BEFORE YOU DIG: The Contractor shall be responsible for all
are not available.
PLANS OF EXISTING STRUCTURE: Plans of the existing structure
Bridge Plans. Example: [email protected]
Bridge ID number which is located on the Title Sheet, S1 of the
Note: The designation in the email XXXXxxxxxN refers to the
the process above.
drawings reflecting these changes shall be submitted through
When any changes to the design plans are proposed, the shop
copies on a case by case basis.
the Engineer of Record reserves the right to require such
this process does not require the submission of paper copies,
Kentucky Program Team" are to be used for fabrication. While
only plans electronically stamped "Distributed by The Bridging
to the Shop Plan Coordinator will be distributed. Additionally,
Plan Coordinator for distribution. Only plans submitted directly
all comments, files shall be sent to the Bridging Kentucky Shop
corrections and resubmittal. Upon acceptable reconciliation of
if required, shall return them to the fabricator for
review comments on these electronic submissions as needed and,
format, as either 11"x17" or 22"x36" sheets. Designers will make
review. These submissions shall depict the shop plans in .PDF
plans, by email to [email protected], for
SHOP DRAWINGS: The fabricator shall submit all required shop
Special Note for Concrete Sealing.
CONCRETE SEALING: Apply concrete sealing in accordance with the
in the lump sum price for "Staking".
materials necessary to verify field dimensions shall be included
is satisfied. The cost of all labor, equipment, surveying, and
requirement of Article 104.02.02 of the Standard Specifications
may be applied to appropriate repairs provided that the
for the work. In addition, the overrun and underrun formulas
paid for the quantity actually furnished at the unit price bid
a change in the scope of work; however, the Contractor will be
Any variations shall not be cause for additional compensation for
materials. All Specification requirements shall remain in effect.
approved adjustments prior to construction or ordering
drawing and other approvals. Thereafter make the necessary
Designer of any differences. Failure to notify either may delay
details in the field and to notify the Project Engineer and the
the Contractor's responsibility to verify such dimensions and
plans, if available, shall not be considered accurate. It shall be
the existing structure shall be considered approximate. Existing
field. Dimensions and details shown on these Plans in relation to
activities until after verifying dimensions and conditions in the
materials, produce any shop drawings, or begin any construction
VERIFYING FIELD CONDITIONS: The Contractor is not to order any
Specifications.
(Type II) of the Kentucky Department of Highways Standard
Expansion Joint Material shall conform to subsection 807.04.02
PREFORMED CORK EXPANSION JOINT MATERIAL: Preformed Cork
C1107Grout
F3125 Grade A325Bolts
AASHTO M270 or ASTM A709, GradeStructural Steel
SpecificationMaterial
govern the following materials furnished:
The Specifications, Current Edition, as designated below shall
For Steel Reinforcement: FY = 60,000 psi
For Class "M" Concrete: F'C = 4,000 psi
For Class "AA" Concrete: F'C = 4,000 psi
For Class "A" Concrete: F'C = 3,500 psi
MATERIALS FOR DESIGN SPECIFICATIONS:
GENERAL NOTES REHABILITATION PROJECTSB.
specifications.
price per linear foot of beam, in accordance with the
the Prestressed Concrete Beams shall be at the contract unit
PAYMENT FOR PRECAST CONCRETE BEAMS: The basis of payment for
by the Department of Highways.
All claims resulting from the site conditions will not be honored
will be considered evidence of this inspection having been made.
performed after a Contract is awarded. Submission of a bid
with existing conditions so that work can be expeditiously
prior to submitting a bid and shall be thoroughly familiarized
work shall make a thorough inspection of the project site
ON-SITE INSPECTION: Each Contractor submitting a bid for this
state right of way in an approved site.
concrete. The Contractor shall dispose all removed material off
which could interfere with the bond of freshly placed
contaminants such as oil, grease, dirt, slurry, or any materials
surface concrete and all traces of any unsound material or
blast cleaning. Abrasive blast cleaning shall remove all fractured
been removed, the repair surface shall be prepared by abrasive
otherwise approved by the Engineer. After all concrete has
minimum depth of 1 inch to prevent feather edging unless
that the outer edges of all chipped areas shall be saw cut to
removed shall be tapered at an approximately 45° angle, except
processes. The perimeter of all areas where concrete is
non-exposed reinforcing steel during concrete removal
Care shall be taken to not damage bond to adjacent
direct contact with reinforcing steel that is to be retained.
approval of the Engineer. Do not place pneumatic hammers in
Contractor may use hammers not exceeding 90 pounds upon the
portions to be preserved. Outside the 18 inch limit, the
not be more than 35 pounds for removal within 18 inches of
hammers will not be permitted. The weight of the hammer shall
employing pointed and blunt chisel tools. Hydraulic hoe-ram type
Remove concrete by means of approved pneumatic hammers
concrete removal operations.
damage areas of remaining concrete or reinforcing steel during
the rehabilitated structure. Care shall be exercised not to
abutments and wingwalls shall remain in place to be reused in
and wingwalls as shown in the Plans. Portions of the existing
superstructure (beams), and partial removal of the abutments
Superstructure" shall consist of the removal of the
REMOVE SUPERSTRUCTURE: This pay item for "Remove
payment shall be made.
for the Concrete Box Beams and no separate measurement or
Mastic Tape shall be considered incidental to the unit price bid
tools and incidentals necessary for furnishing and installing
The cost of this work, including all materials, labor, equipment,
recommendations with the overlap running downhill.
minimum of 6" and in accordance with the manufacturer's
shown in the Plans. Mastic Tape shall be spliced by lapping a
Mastic Tape shall cover the joint continuously unless otherwise
or an approved equivalent.
CADILLOC by UP RUBBER CO. INC.
SEAL WRAP by MAR MAC MANUFACTURING CO. INC.,
EZ-WRAP RUBBER by PRESS-SEAL GASKET CORPORATION,
Mastic Tape shall be either:
joint.
be applied for a minimum width of 9" on each side of the
material. Primer, if required by the tape manufacturer, shall
surface shall be clean and free of dirt, debris, or deleterious
12-inch wide mastic tape. Prior to application, the joint
ASTM C-877 Type I, II, or III. The joint is to be covered with
Mastic Tape used to seal joints shall meet the requirements of
waterproofed as detailed on these Plans.
between the abutment wings and superstructure shall be
The joint between the abutment seats and superstructure and
JOINT WATERPROOFING AT ABUTMENTSC.
Contractor's actions.
Contractor at his expense, should any damage result from the
area during the life of the project shall be repaired by the
that is disturbed outside of the modified environmentally-cleared
environmental approvals prior to use. Once cleared, any area
outside the environmentally-cleared area shall obtain full
DAMAGE OUTSIDE ENVIRONMENTALLY-CLEARED AREA: Any area used
50
the substructure modifications.
superstructure. Class "A" concrete is to be used in
CONCRETE: Class "AA" Concrete is to be used throughout the
made.
necessary to do the work for which no direct payment will be
The Contractor shall furnish all plans, equipment, and labor
- Contractor
- Drawing Number
- Year and Design Loading
Stencil:
outlined in the Special Note for Bridging Kentucky Project
imprinted in new concrete in accordance with the guidance
CONSTRUCTION IDENTIFICATION: The following stencils shall be
the actual quantity is different than the estimate.
and bid appropriately. No payment adjustments will be made if
the responsibility of the Contractor to verify this estimate
CONCRETE COATING: Concrete coating is estimated at 845 SF. It is
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Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
PLAN AND ELEVATION
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GRADE (TYP)
EXISTING PROFILE
EXISTING ABUTMENT 1 EXISTING ABUTMENT 2
PROPOSED SUPERSTRUCTURE
(TOTAL QTY = 28 CY APPROX)
BACKFILL AT ABUTMENT (TYP)
PLACE STRUCTURAL GRANULAR
! BRIDGE
! BEAM 1
! BEAM 2
! BEAM 3
! BEAM 4
! BEAM 5
31'-8†" +/- END TO END
30'-8†" +/- SPAN
20'-
0"
OU
T
TO
OU
T
ELEVATION(FIELD VERIFY ALL DIMENSIONS)
(GUARDRAIL OFF BRIDGE NOT SHOWN)
(FIELD VERIFY ALL DIMENSIONS)
GROUNDLINE
APPROX EXISTING
END OF BEAM (TYP)
1'-9•" +/- FROM
SEAT (TYP)
RAISE BEARING
BIG
RU
N
BR
AN
CH
ENDS (TYP) (SEE NOTE 3)
TO MATCH ASPHALT AT BRIDGE
PAVEMENT AT EACH APPROACH
MILL AND OVERLAY 25 FEET OF
ROCKLINE
APPROX EXISTING
(DO NOT DISTURB)
EXISTING FIRE HYDRANT
POLE (SEE NOTE 4)
EXISTING UTILITY
(DO NOT DISTURB)
UTILITY (WATER)
EXISTING BURIED
UTILITY (SEE NOTE 4)
EXISTING OVERHEAD
(SEE NOTE 6) (TYP)
WINGWALLS, AS REQUIRED
MODIFY THE ABUTMENT AND
UTILITY (SEE NOTE 4)
EXISTING OVERHEAD
(APPROX 65'-0" FROM END OF PROPOSED GUARDRAIL)
DRIVEWAY LOCATED ON NORTH SIDE OF ROADWAY
PLAN
6°+/-3°+/-
TRANSITION
25'-0" (TYP)
END TREATMENT TYPE 7
50'-0" (TYP)
(SEE NOTES 1 & 2) (SEE NOTES 1 & 2)
(SEE NOTE 4)
(APPROX LOCATION)
EXISTING UTILITY POLE
SEE NOTE 4 ON SHEET S8.
FOR WORK ZONE INFORMATION,
(TYP) (SEE NOTES 1 & 2)
INSTALL MGS RAILING(TYP
3'-1•"
SPA)
(SEE NOTE 5)
AS NEEDED (TYP, ALL CORNERS)
CLEAR AND GRUB AT END,
EXISTING R/W
EXISTING R/W
THE PROPOSED SUPERSTRUCTURE. SEE SHEETS S5-S7.
THE CONTRACTOR SHALL MODIFY ABUTMENTS AND WINGWALLS TO ACCOMMODATE6
FOR WITH THE BID ITEM FOR "CLEARING AND GRUBBING".
STRUCTURE PRIOR TO CONSTRUCTION ACTIVITIES. ALL WORK SHALL BE PAYED
THE CONTRACTOR SHALL REMOVE ALL NECESSARY VEGETATION ADJACENT TO5
CONSTRUCTION ACTIVITIES. SEE GUIDANCE PROVIDED IN CONTRACT UTILITIES NOTE.
THE EXISTING OVERHEAD UTILITIES ARE TO BE RELOCATED BY OTHERS PRIOR TO 4
AT BOTH ENDS OF THE BRIDGE, AS WELL AS THE PROPOSED BRIDGE DECK AREA.
THE BRIDGE OVERLAY APPROACH PAVEMENT SHALL INCLUDE THE AREAS DESIGNATED 3
W BEAM-S FACE (7 FT POST)".
DELINEATORS SHALL BE INCIDENTAL TO THE BID ITEM FOR "GUARDRAIL STEEL
INSTALL GUARDRAIL DELINEATORS PER STANDARD DRAWING RBR-055-01. 2
RBR-018, AND RBR-050-08.
STANDARD DRAWINGS BHS-011, RBI-001-12, RBR-001-13, RBR-005-11, RBR-015-06,
INSTALL MGS RAILINGS, TRANSITION RAILINGS AND END TREATMENTS USING 1
NOTES:
(EXP)
! BRG ABUT 1
(FIX)
! BRG ABUT 2
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Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
TYPICAL SECTIONS
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EXISTING TYPICAL SECTION
NOTES:
CONCRETE CURB (TYP)
! BRIDGE
(7) STEEL I-BEAMS
19'-0‚" +/- OUT TO OUT
(TYP)
18" +/- DEEP BEAM
6" +/-
CONCRETE DECK
ROADWAY
18'-1" +/- CURB TO CURB
PROPOSED TYPICAL SECTION
! BEAM 1 ! BEAM 2 ! BEAM 3 ! BEAM 4
(SEE NOTE 2)
SEALING (TYP)
APPLY CONCRETE
! BEAM 5
(SEE NOTE 3)
WATERPROOF MEMBRANE
(SEE NOTE 4)
ASPHALT OVERLAY
! BRIDGE
PROFILE GRADE
(5) B17x48 BOX BEAMS
20'-0" OUT TO OUT
(BEAM REINFORCEMENT AND LATERAL TENSION RODS NOT SHOWN FOR CLARITY)
(MIN)
3"
(MA
X)
5"
(FIELD VERIFY ALL DIMENSIONS)
REMOVAL AREA (SEE NOTE 1)
+/-
4"
ROADWAY
19'-4" FACE TO FACE
+/-
4"
(SEE NOTES 5 & 6)
MGS (TYP)
SIDE MOUNTED
RAILING SYSTEM
PER SPECIAL NOTE.
INSTALL DRIP STRIPS ALONG BOTH SIDES OF THE BRIDGE, 6
THE EDGE OF DECK.
TO ACCOMMODATE THE ASPHALT OVERLAY THICKNESS AT
INDICATED IN STANDARD DRAWING BHS-011, IF NECESSARY,
THE CONTRACTOR SHALL INSTALL LONGER POSTS THAN 5
(1.5")
LIFT 2: CL 2 ASPH SURF .0380 PG 64-22
(1.5" AT EDGE OF DECK AND 3.5" AT CROWN)
LIFT 1: LEVELING AND WEDGING PG 64-22
APPLY ASPHALT OVERLAY IN TWO LIFTS:4
APPLY WATERPROOF MEMBRANE, PER SPECIAL NOTE.3
PER SPECIAL NOTE.
APPLY CONCRETE SEALING TO PROPOSED SUPERSTRUCTURE,2
BOX BEAMS AND ASPHALT OVERLAY.
REPLACE EXISTING SUPERSTRUCTURE WITH (5) PRECAST1
BDP-002-03, BDP-003-03 AND BDP-04-04.
COMPLIANCE WITH STANDARD DRAWINGS BDP-001-06,
BOX BEAMS SHALL BE INSTALLED AS SHOWN AND IN2
ENDS SHALL MATCH THE EXISTING CONDITIONS.
34'-0" LENGTH. THE SPAN LENGTH AND SKEWED BEAM
STANDARD DRAWING BDP-007-05, AS TABULATED FOR A
BOX BEAMS SHALL BE FABRICATED IN ACCORDANCE WITH 1
BOX BEAM NOTES:
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Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
ABUTMENT 1
S5
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AA
AA
C
C D
D
B
B
NOTES:
APPROX EXISTING GROUNDLINE
CONCRETE BEARING SEAT
TOP OF EXISTING
CONCRETE BEARING SEAT
TOP OF PROPOSED
PROPOSED BEARING SEAT WIDTH
20'-5‚" +/-
20'-9†"
19'-11‚"
8'-5„"
8'-9•"
4'-11…
"
4'-4†"
2'-
9‡
"
2'-
8"
1'-0"
6"
6"
EL 553.28 EL 553.39
EL 559.83
ABUTMENT 1 - EAST FACE
EL 564.44 EL 564.44
NEW CONCRETE
(CL
R)
3"
(CL
R)
2"
(CL
R)
2"
SECTION B-B
(TYP)
CONSTRUCTION JOINT
+/-
1'-0"
+/-
1'-0"
EL 561.30
ABUTMENT 1 - PLAN
LARGE BOULDERS
FOOTING (EXPOSED)
TOP OF EXISTING
SECTION A-A
(UNDERMINING NOT OBSERVED)
BOTTOM OF EXISTING FOOTING
CL
R
3"
7'-4•"
CL
R
3"
SECTION C-C SECTION D-D
(TYP)
2" CLR
(TYP)
3•" CLR
(TYP)
3•" CLR
CONCRETE PATCHING REPAIR AREA
A1 OR SER A2 BARS
BARS
A5 OR A8
BARS
A6 OR A7
*
EXISTING WINGWALL
*
A4 BARSA3 BARS
A1 BARS
(SUPERSTRUCTURE AND DOWEL BARS NOT SHOWN FOR CLARITY)
(* FIELD VERIFY DIMENSIONS)
(SUPERSTRUCTURE NOT SHOWN FOR CLARITY)
(FIELD VERIFY ALL DIMENSIONS)
(2) - A3 BARS
(2) - A4 BARS
(2) - A1 BARS @ 12" (MAX)
(2) - SER A2 BARS
@ 12" (M
AX)
(SEE NOTE 2)
CRACK REPAIR
EPOXY-INJECTION
AND NOTE 1
SEE SECTION B-B
REPAIRS, AS REQUIRED (SEE NOTE 3)
PERFORM CONCRETE PATCHING
EL 562.52
! BRIDGE
4'-6•"2'-9‡"
6"
6"
1'-0•"1'-0‚"
(9) - A1 BARS @ 12" (MAX) (EF)
(9) - SER A2 BARS @ 12" (MAX) (EF)
(9) - SER A12 BARS @ 12" (MAX) (EF)
A8 BARS (FF)
A7 BARS (BF)
(FIELD VERIFY ALL DIMENSIONS)
(DEVELOPED VIEW ALONG FRONT FACE)
(FIELD VERIFY ALL DIMENSIONS)
(DEVELOPED VIEW ALONG FRONT FACE)
1'-11" (MAX)
6" (MIN)
2'-8…" +/- (MAX)
1'-1‡" +/- (MIN)
EXISTING ABUTMENT (BF)
A6 BARS (FF)
A5 BARS (BF)
12"
12"
12"
1
2
3
4
BAR (TYP)
SER A12
)
XA
M( "
21
@
SR
AB 1
A - )
2(
+'-
1'-0'
(2) - A8 BARS
(1) - A14 BAR
(1) - A13 BAR4
(2) - A7 BARS
(1) - A14 BAR
(1) - A13 BAR3
(2) - A6 BARS
(1) - A11 BAR
(1) - A10 BAR2
(2) - A5 BARS
(1) - A11 BAR
(1) - A10 BAR1
(LEVEL) EL 562.52(LEVEL)
DETAIL 1
+/-
1'-2‚
"
WINGWALLS (SEE NOTE 4)
ABUTMENT STEM AND
VISIBLE PORTIONS OF
(BRIDGE RAILING NOT SHOWN FOR CLARITY)
(REINFORCEMENT NOT SHOWN FOR CLARITY)
SUPERSTRUCTURE (TYP)
EDGE OF PROPOSED
(2) - A10 BARS (2) - A13 BARS
(1) - A15 BAR (FF ONLY)
(1) - A9 BAR (EF)
(20) A1 BARS @ 12" (MAX) (EF) 12"12"
( * FIELD VERIFY DIMENSIONS)
BARS
A10 OR A13
BARS
A11 OR A14A15 BARS
SER A12 OR
PER SPECIAL NOTE.
COATING TO VISIBLE PORTION OF THE SUBSTRUCTURE UNITS,
AFTER CONCRETE REPAIRS AND MODIFICATIONS, APPLY CONCRETE4
ABUTMENT 1 PATCHING = 15 S.F. (APPROX)3
ABUTMENT 1 EPOXY INJECTION CRACK REPAIRS = 8 L.F. (APPROX)2
BEARING SEAT, AS REQUIRED.
AND THE BEARING CORK. ADJUST THE DEPTH OF THE PROPOSED
WILL ALLOW FOR A 3"-5" ASPHALT OVERLAY, 17" DEEP BEAM,
BEAMS. VERIFY THAT THE EXISTING PAVEMENT ELEVATIONS
ABUTMENTS AND WINGWALLS TO ACCOMMODATE (5) NEW BOX
REMOVE EXISTING SUPERSTRUCTURE AND MODIFY EXISTING1
DETAIL 1
2"
2"
(2) - A11 BARS (2) - A14 BARS
FOR STYROFOAM (TYP)
LEAVE 2" +/- SPACE
BAR (TYP)
SER A15
(EMBED 23") (EMBED 23")(EMBED 23")
(8) - A15 BARS @ 12" (MAX) (EF)
-
559.5
2
+ WIW
1559.5
3
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DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
ABUTMENT 2
S6
28375
SEPTEMBER 11, 2020
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S06_Substructure
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R.dgn
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9/11/2020
E
E
E
E
H
H
F
F
G
K
K
L
L
G
ABUTMENT 2 - WEST FACE
17'-4ƒ"
17'-0„"
7'-9
"
7'-3
ƒ" 7
'-2
…"
7'-8
…"
9†
" 11‚"
EL 564.04 EL 564.04
6"
EL 560.03
6"
EL 559.53
(TYP)
CONSTRUCTION JOINT
APPROX EXISTING GROUNDLINE
EL 553.39EL 553.39
CONCRETE BEARING SEAT
TOP OF PROPOSED
CONCRETE BEARING SEAT
TOP OF EXISTING
NOTES:
SECTION E-E
SECTION F-F
+/-
1'-0"
(MIN)
2"
(CL
R)
3"
(TYP)
2"" CLR
(2) - B1 BARS @ 12" (MAX)
EXISTING WINGWALL
CL
R
3"
SECTION G-G
1'-3"3'-6‡" 5'-4„"1'-1‡"
CL
R
3"
SECTION H-H
(2) - B4 BARS
(2) - B5 BARS
(SUPERSTRUCTURE NOT SHOWN FOR CLARITY)
(FIELD VERIFY ALL DIMENSIONS)
ABUTMENT 2 - PLAN
EL 562.13
6"
6"
B7 BARS (FF)
B6 BARS (BF)
B10 BARS (FF)
B9 BARS (BF)
8"
1'-11" (MAX)
6" (MIN)
BARS
B7 OR B9
2'-7„" +/- (MAX)
8„" +/- (MIN)
BARS
B6 OR B10
NEW CONCRETE
CONCRETE PATCHING REPAIR AREA
*
(TYP)
3•" CLR
EXISTING ABUTMENT (BF)
B4 BARS
(CL
R)
2"
B1 BARS
12"
12"
SECTION K-K
@ 12" (MAX) (EF)
(5) - SER B19 BARS
12"
@
EQ
SP
A
B14
BA
RS
(5) - B14 BARS
(SEE NOTE 3)
REPAIRS, AS REQUIRED
PERFORM CONCRETE PATCHING
(3) - B16 BARS
@ 12" (M
AX)
(4) - B
12 BARS
B13 BAR
AT EQ SPA
B14 BARS
+/-
VARIES
@ 12" (M
AX)
(4) - B12 BARS
(2) - B21 BARS (FF) (SPA W/ B7 BARS)
(2) - B20 BARS (BF) (SPA W/ B6 BARS)
@ EQ SPA
(4) - B22 BARS (EF)
SECTION L-L
1'-11"
(MIN)
2" CLR
EM
BE
D
12"
MIN
B22 BARS
BA
RS
B21
BA
RS
B20
2'-9"
@ EQ SPA
B16 BARS
1'-9"
DETAIL 2
DETAIL 3 2"(TYP)
3•" CLR
SER B3 BARS
SER B2 OR
2
1
BAR (TYP)
SER B19
3
@ 12" (M
AX)
(2) - S
ER B2 BARS @
12" (M
AX)
(2) -
SER B3 BARS
SUPERSTRUCTURE (TYP)
EDGE OF PROPOSED
4
BAR (TYP)
SER B25
AND NOTE 1
SEE SECTION F-F
EL 562.13
FOUNDATION PAD
TOP OF EXISTING CONCRETE
(LEVEL) (LEVEL)
! BRIDGE
WINGWALLS (SEE NOTE 4)
ABUTMENT STEM AND
VISIBLE PORTIONS OF
(SEE NOTE 2)
CRACK REPAIR
EPOXY-INJECTION
(2) - B10 BARS
(1) - B24 BAR
(1) - B23 BAR4
(2) - B9 BARS
(1) - B24 BAR
(1) - B23 BAR3
(2) - B7 BARS
(1) - B18 BAR
(1) - B17 BAR2
(2) - B6 BARS
(1) - B18 BAR
(1) - B17 BAR1
(SEE SECTION K-K)
CHEEKWALL
(BRIDGE RAILING NOT SHOWN FOR CLARITY)
(SOME REINFORCEMENT NOT SHOWN FOR CLARITY)
(2) - B17 BARS
(2) - B8 BARS
(2) - B23 BARS
12" 12"(7) - SER B2 BARS @ 12" (MAX) (7) - SER B3 BARS @ 12" (MAX)
@ 12" (MAX)
(18) - B1 BARS
(EMBED 23")
(FIELD VERIFY ALL DIMENSIONS)
(DEVELOPED VIEW ALONG FRONT FACE)
(FIELD VERIFY ALL DIMENSIONS)
(DEVELOPED VIEW ALONG FRONT FACE)
(1) - B11 BAR (EF)
(CHEEKWALL SECTION - SWWW ONLY)(CHEEKWALL SECTION - SWWW ONLY)
2'-5…" +/- (BF)
1'-11†" +/- (FF)
B7 BARS (FF)
B6 BARS (BF) OR
DETAIL 3DETAIL 2(SEE NOTE 5) (SEE NOTE 5)
2"
B5 BARS
*
BARS
B17 OR B23
BARS
B18 OR B24SER B25 BARS
SER B19 BARS OR
8" +/- (MAX)
6‡" (MIN)
(EM
BED 6")
SEE POURING SEQUENCE NOTES ON SHEET S7.5
PER SPECIAL NOTE.
COATING TO VISIBLE PORTION OF THE SUBSTRUCTURE UNITS,
AFTER CONCRETE REPAIRS AND MODIFICATIONS, APPLY CONCRETE4
ABUTMENT 2 PATCHING = 15 S.F. (APPROX)3
ABUTMENT 2 EPOXY INJECTION CRACK REPAIRS = 2 L.F. (APPROX)2
BEARING SEAT, AS REQUIRED.
AND THE BEARING CORK. ADJUST THE DEPTH OF THE PROPOSED
WILL ALLOW FOR A 3"-5" ASPHALT OVERLAY, 17" DEEP BEAM,
BEAMS. VERIFY THAT THE EXISTING PAVEMENT ELEVATIONS
ABUTMENTS AND WINGWALLS TO ACCOMMODATE (5) NEW BOX
REMOVE EXISTING SUPERSTRUCTURE AND MODIFY EXISTING1
B15 BAR
(11) -
B13
BA
RS
@ 9"
(11) -
B15
BA
RS
@ 9"
2'-
6"
1'-7"
(EM
BED 6")
+/-
8•
"
(SUPERSTRUCTURE AND DOWEL BARS NOT SHOWN FOR CLARITY)
(* FIELD VERIFY DIMENSIONS)
( * FIELD VERIFY DIMENSIONS)
DETAIL 1 (SEE SHEET S5)
@ 12" (MAX) (EF)
(7) - B25 BARS
(EMBED 23") (EMBED 23")
PROPOSED BEARING SEAT WIDTH
20'-3‡" +/-
(2) - B18 BARS
(2) - B24 BARS(1) - B19 (FF)
-
*
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DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
SUBSTRUCTURE DETAILS
S7
28375
SEPTEMBER 11, 2020
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S07_Substructure
3_
WS
R.dgn
agrace
9/11/2020
TYPE 20TYPE 5 TYPE 7 TYPE 8
LOOP
1•" +/-
1
1
FABRIC
PLACE GEOTEXTILE
EXISTING ABUTMENT
SEE NOTE 3
(SEE NOTE 1)
TO MATCH ASPHALT AT BRIDGE ENDS
MILL AND OVERLAY APPROACH PAVEMENT
PROPOSED SECTION AT ABUTMENT
(* FIELD VERIFY DIMENSIONS)
(ABUTMENT 2 @ ! SHOWN, ABUTMENT 1 SIMILAR)
1'-0"
MIN
6"
PROPOSED BEAM! ABUT
! DOWELS
1'-5"
(VARIES)
ASPHALT OVERLAY
(SEE NOTE 4)
D2 BARS
9"
6"
•" CORK (SEE NOTE 2)
+/-
3"*
*
(AB2 = 8.5")
RAISED BEARING SEAT
(SEE NOTE 1)
GRANULAR BACKFILL
PLACE STRUCTURAL
5'-0'
NOTES:
NEW CONCRETE
REBAR NOTES:
BDP-002-04. EMBED A MINIMUM OF 12" AND GROUT.
INSTALL DOWEL BARS IN ACCORDANCE WITH STANDARD DRAWING 4
EXPANSION JOINT.
PLASTIC FILM OR OTHER BOND BREAKER BETWEEN TAPE LOOP AND
TO ALLOW FOR MOVEMENT WITHOUT DAMAGE TO THE TAPE. INSTALL
BEAM AND THE ABUTMENT. THE TAPE SHALL BE LOOPED AS SHOWN
12" WIDE MASTIC TAPE TO WATERPROOF THE JOINT BETWEEN THE 3
SET CORK IN ACCORDANCE WITH STANDARD DRAWING BDP-02-03.2
REFER TO SPECIAL NOTE FOR BRIDGE APPROACH PAVEMENT.1
LAST, FORM AND POUR THE UPPER PORTION OF THE WINGWALLS.3
A PAD EXTENSION SHALL BE CONSTRUCTED PRIOR TO FORMING.
PAD THICKNESS. IF THE DETAIL EXTENDS PAST THE EXISTING PAD,
CONCRETE FOUNDATION PAD A DISTANCE EQUAL TO HALF THE
B14 AND B16 BARS SHALL BE EMBEDDED INTO THE EXISTING
BE INCIDENTAL TO THE BID ITEM FOR "REMOVE SUPERSTRUCTURE".
TO CONSTRUCT THE MODIFICATION. EXCAVATION WORK SHALL
MATERIAL IN FRONT OF THE ABUTMENT/ WINGWALL, AS NEEDED
MAY BE NEEDED. THE CONTRACTOR SHALL REMOVE EARTHEN
NEXT, FORM AND POUR DETAILS 2 AND 3. CONSTRUCTION JOINTS 2
PORTION OF THE WINGWALLS.
FIRST, FORM AND POUR THE BEARING SEAT AND THE BOTTOM 1
POURING SEQUENCE NOTES:
FACE AND FRONT FACE, RESPECTIVELY.
WITH REGARD TO BAR MARKS, "-BF" AND "-FF" DENOTE BACK2
MATCH THE SLOPE OF THE TOP OF THE WINGWALL.
FOR THE A10 AND A13 BARS, BEND THE "C DIMENSION" LEG TO 1
TYPE 24
E
TYP
6"
G E A
C
B
FD
D
GC
A
B
A
B GAE
D
B C
F
B
D
AE
-
WV
WM
550
Grayson_057N
X
X
X
X
X
X
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Micro
Statio
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DRAWING NO.
SHEET NO.
Commonwealth of Kentucky
DEPARTMENT OF HIGHWAYSCOUNTY
ROUTE CROSSING
PREPARED BY
DETAILED BY:
DESIGNED BY:
DATE: CHECKED BY
REVISION DATE
043C00057N
M. FASANO E. ADKINS
A. GRACE M. FASANO
GRAYSON
CR 1100 BIG RUN BRANCH
ENVIRONMENTALLY-CLEARED AREA
S8
28375
SEPTEMBER 11, 2020
BRIDGE NUMBER
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S08_
Envir
on
me
ntally-
Cle
are
d
Area_
WS
Ragrace
9/11/2020
AREA FOR CONSTRUCTION
ENVIRONMENTALLY-CLEARED
A
B
E
F
LIMITS FOR ENVIRONMENTALLY-CLEARED AREA
BIG
RU
N
BR
AN
CH
! BRIDGE
(DO NOT DISTURB)
UTILITY (WATER)
EXISTING BURIED
POLE (SEE NOTE 3)
EXISTING UTILITY
(DO NOT DISTURB)
EXISTING FIRE HYDRANT
UTILITY (SEE NOTE 3)
EXISTING OVERHEAD
DRIVEWAY
PRIVATE RESIDENCE
(SEE NOTE 3)
(APPROX LOCATION)
EXISTING UTILITY POLE
WORK ZONE (SEE NOTE 4)
C
D
EXISTING R/W
EXISTING R/W
(SEE NOTE 5)
SIGN (TYP)
ROAD CLOSED
E 4754083N 3708733F
E 4754294N 3708943E
E 4754125N 3709116D
E 4754078N 3709070C
E 4754042N 3709106B
E 4753884N 3708946A
COORDINATES (KENTUCKY SINGLE ZONE)6
COUNTY MAINTENANCE OFFICE.
AT THE ENDS OF THE BRIDGE, TO THE KYTC DISTRICT OFFICE OR
RETURN THE TYPE III BARRICADES, WHICH ARE PRESENTLY LOCATED
AT THE CONCLUSION OF THE PROJECT, THE CONTRACTOR SHALL 5
TO THE PRIVATE RESIDENCE SHAL BE MAINTAINED AT ALL TIMES.
HEAVY EQUIPMENT, LAYDOWN BEAMS, ETC., BUT DRIVEWAY ACCESS
ZONE. THE DESIGNATED AREAS SHOWN CAN BE USED TO PLACE
ROAD WITHIN THE ENVIRONMENTALLY-CLEARED AREA AS A WORK
THE CONTRACTOR SHALL UTILIZE THE PORTIONS OF THE CLOSED 4
CONTRACT UTILITIES NOTE.
TO CONSTRUCTION ACTIVITIES. SEE GUIDANCE PROVIDED IN
EXISTING OVERHEAD UTILITY TO BE RELOCATED BY OTHERS PRIOR 3
ITEM 21476ED.
COMMITMENTS. SNOW FENCING SHALL BE PAID FOR WITH BID
OUTLINED IN THE SPECIAL NOTE FOR ENVIRONMENTAL
DELINEATE THE BOUNDARY OF THE PROJECT, PER THE GUIDANCE
THE CONTRACTOR SHALL PROVIDE SNOW FENCING TO CLEARLY 2
ADDITIONAL INFORMATION).
CLEARANCE MUST BE OBTAINED (SEE GENERAL NOTES FOR
OF THE ENVIRONMENTALLY-CLEARED AREA, ADDITIONAL
IF THE CONTRACTOR DESIRES TO UTILIZE AN AREA OUTSIDE
ENVIRONMENTALLY-CLEARED AREA SHOWN ON THIS SHEET.
ACCESS, STAGING AREAS, ETC. MUST RESIDE WITHIN THE
AGREEMENTS MADE WITH ADJACENT PROPERTY OWNERS FOR
SHOWN ELSEWHERE IN THE REHABILITATION PLANS. ANY
ACTIVITIES OUTSIDE OF THE EXISTING RIGHT-OF-WAY, UNLESS
THE CONTRACTOR SHALL NOT PERFORM ANY CONSTRUCTION 1
NOTES:
S01_Title and Location Map_WSRS02_General Notes_WSRS03_Plan and Elevation_WSRS04_Typical Sections_WSRS05_Substructure_WSRS06_Substructure 2_WSRS07_Substructure 3_WSRS08_Environmentally-Cleared Area_WSR
2020-09-11T14:54:13-0400Mario R Fasano Jr